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City Council Agenda Packet 05-23-2022
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, May 23, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING — CITY COUNCIL Monticello Community Center 5:00 p.m. Discussion on WCSO Contract 5:30 p.m. Water Treatment Feasibility Study 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 May 9, 2022 • Regular Meeting Minutes from May 9,2022 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 • City Updates o Memorial Day Holiday Hours o Movie in the Park—June 3 o Monticello Fire Department Golf Tournament —June 5 o Walk & Roll/Walk on Walnut • MCC Updates o Summer Swimming Lessons • Other Updates o USPCA K-9 Trials (WCSO) —June 12 - 14 F. Council Liaison Updates • EDA • Planning Commission • 1-94 Coalition G. Department Updates • Engineering/Public Works 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 be removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2022-57 accepting a grant in the amount of $25,000 from the Minnesota State Arts Board for Creative Support for part-time consultant E. Consideration of approving Special Event Permit allowing use of West Bridge Park, city streets and related assistance for Party in the Park and approving off- site liquor license for VFW. Applicant: Monticello Chamber of Commerce F. Consideration of approving Special Event Permit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello. Applicant: Monticello Chamber of Commerce G. Consideration of approving an amendment to Agreement No. 14-52 between Wright County and the City of Monticello H. Consideration of authorizing the purchase of two 2023 Volvo Plow Trucks from Nuss Truck & Equipment equipped with a dump body and plow equipment from Bert's Truck and Equipment for a total of $461,769 I. Consideration of an amendment to a Conditional Use Permit for a Planned Unit Development for expansion of an existing restaurant building in the Pine Street Sub -District of the Central Community District and associated accessory uses. Applicant: Border Foods, LLC J. Consideration of a preliminary and final plat for Spaeth Third Addition and Development Agreement for the Spaeth Industrial Planned Unit Development. Applicant: Ken Spaeth, Spaeth Development, LLC K. Consideration of adopting Resolution 2022-59 approving a modification of the TIF plan budget for TIF District 1-42 to reflect updated land valuation per completed appraisal report L. Consideration of adopting Resolution 2022-60 approving a modification of TIF plan budget for TIF District 1-43 to reflect updated land valuation per completed appraisal report M. Consideration of adopting Resolution 2022-61 endorsing WiHa Tools submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $660,000 related to a proposed facility expansion N. Consideration of adopting Resolution 2022-62 modifying TIF District 1-22 for parcel removals related to proposed new Redevelopment TIF District in Block 52 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of adopting Resolution 2022-63 approving the vacation of drainage and utility easements as legally described for Spaeth Industrial Park B. PUBLIC HEARING: Consideration of adopting Resolution 2022-64 authorizing the establishment of Redevelopment Tax Increment Financing (TIF) District 1-45 within the Central Monticello Redevelopment Project No. 1, and adopting the Tax Increment Financing Plan relating thereto 4. Regular Agenda A. Consideration of adopting Ordinance 777 amending Title VII, Chapter 71 Recreational Motor Vehicles, Summary Ordinance 777A for publication and Ordinance 778 amending B. Consideration of approving a Development Stage Planned Unit Development and preliminary plat for Block 52 First Addition, a proposed mixed-use development (87 residential apartment units and approximately 30,000 sq. ft. of commercial office and retail use) in the Broadway and Riverfront Sub -Districts in the Central Community District (CCD). Applicant: Mark Buchholz, Deephaven Development, LLC 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, May 9, 2022 — 5 p.m. Academy Room, Monticello Community Center Present: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart, Sam Murdoff Absent: None Staff: Rachel Leonard, Angela Schumann, Matt Leonard, Sarah Rathlisberger, and Jennifer Schreiber Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5 p.m. 2. CMRP Update Rachel Leonard, City Administrator, introduced the item and noted recent CMRP discussions about the priorities and future direction of the group. Ms. Leonard requested input from the City Council on what the City of Monticello deems a priority and where efforts by staff should be directed. CMRP, previously known as the Highway 25 Coalition, was created when the area government entities were looking at another bridge crossing. It has since transitioned to include a greater emphasis on economic growth and development. The organization is seeking to address regional issues, including but not limited to a bridge crossing. The Council discussed membership in the CMRP. It was apparent that the regional planning group component is important to the Council, but the bridge crossing should be the focus now. The Council also discussed the bridge location and where Monticello would prefer it located. Council's primary goal with the location selection is to reduce truck traffic through the Trunk Highway 25 corridor. 3. Adjournment By consensus, the meeting was adjourned at 6:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes — May 9, 2022 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, May 9, 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 Gabler moved approval of the agenda. Councilmember Fair seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from April 11, 2022 • Regular Meeting Minutes from April 25, 2022 Councilmember Gabler moved approval of both sets of minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Updates were provided on the following: • City Updates o Walk & Roll/Walk on Walnut o Arbor Day Poster Contest o Farmers Market • MCC Updates o Lifeguard Certification Class F. Council Liaison Updates. • EDA — Councilmember Davidson gave an update of the meeting held April 27, 2022. The EDA approved the grant agreement with MN -DEED for Block 52. They also discussed off-street parking on Broadway in Block 24 and received an update on industrial land use. • CMRP — Rachel Leonard, City Administrator, gave an update of the April 28 meeting. The group reviewed their goals and priorities and discussed their workplan. Sherburne County and City of Becker gave an update on solar farms. City Council Minutes: May 9, 2022 Page 1 1 4 • IEDC — Councilmember Fair noted that the group met on May 3 and approved a new member. The City of Monticello was present to give updates on City projects. G. Department Updates • CET Grant Update — Angela Schumann, Community Development Director, gave an overview on the Community Energy Transition Grant Update. As part of the update, she noted that most of the tasks of Phase 1 were complete. Task 4 of the Strategic Plan Summary is still in progress. The City is now working on items in Phase 2 including the Industrial Land Use Feasibility Analysis and the Industrial Land Use Feasibility Analysis. The City will continue to work to secure funding through partnership with Coalition of Utilities Cities and DEED. • Long Term Financial Plan Overview — Sarah Rathlisberger, Finance Director, introduced the item and Tammy Omdahl, Northland Securities, gave the update. Ms. Omdahl provided background on the Community Energy Transition Grant Program and the opportunity to develop framework for on- going long-term financial planning. The purpose noted of the long-term plan was to develop a "tool" for long-term financing planning that would be updated and maintained. She added that the focus on long-term financial planning will provide the City the opportunity to continue to model the fiscal impact over time from the anticipated changes at the Xcel Plant, among other financial implications for the City. 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 $655,132.80. B. Consideration of approving a separation agreement between the City of Monticello and Emergency Services Coordinator/Fire Marshal. Action taken: Approved. C. Consideration of approving new hires and departures for City departments. Action taken: Approved the hirs for the liquor store, MCC and Finance and departures for Fire Department/Building Division. D. Consideration of approving the sale/disposal of surplus city property for the Parks and Recreation Department. Action taken: No report. Consideration of adopting Resolution 2022-54 accepting donation of $25,000 from the Ellison Family to be used for MontiArts and the Monticello history sign project, a donation of $1,850 from TDS for community events, and a donation of $250 from Bigalk, Inc. for the pollinator project. Action taken: Adopted the resolution accepting the donations. City Council Minutes: May 9, 2022 Page 2 1 4 F. Consideration of approving temporary three-day liquor license for Monticello Lions for Music on the Mississippi events. Action taken: Approved the temporary liquor license for the Monticello Lions. G. Consideration of appointing Randi Meyer to the Industrial and Economic Development Committee (IEDC) for a term ending 12-31-2023. Action taken: Approved the appointment. H. Consideration of a request for approval of final plat of Otter Creek Crossing Stn Addition. Applicant: City of Monticello and the Monticello Economic Development Authority. Action taken: Adopted Resolution 2022-56 approving the final plat based on findings in resolution and subject to conditions of Exhibit Z. I. Consideration of authorizing the purchase of a 2022 TTMA-200 TL3 MASH approved trailer style attenuator with an arrow board with Warning Lites MN for $23,386.21. Action taken: Approved the purchase of the 2022 TTMA-200 TL3 MASH in the amount of $23,386.21. 3. Public Hearings: A. Consideration of adopting Resolution 2022-55 vacating and utility easements as IeRally described for Otter Creek Crossing and 901h Street 3rd Addition Angela Schumann, Community Development Director, presented the item and noted that to accommodate the additional right of way for future intersection improvements at 90th Street, additional vacation of easement within Outlot H Otter Creek and Outlot A 90th Street are necessary. Mayor Hilgart opened the public hearing. There was no testimony. Mayor Hilgart closed the public hearing. There was minimal discussion amount City Council. Councilmember Murdoff moved to adopt Resolution 2022-55 vacating the drainage and utility easements as legally described for the plats of Otter Creek Crossing and 90th Street 311 Addition. Councilmember Gabler seconded the motion. Motion carried unanimously. 4. Regular Agenda: A. Consideration of approving a lease agreement with JOTL Properties, LLC for MontiArts to operate at 213 West Broadwav Sue Seeger, MontiArts Consultant, addressed the City Council and presented a brief video demonstrating the work that has been completed by MontiArts in the community. Ms. Seeger noted the need for operation space as they will no longer be able to operate in the WTA building because of the development of Block 52. Since there was no space available that is owned by the City or by the EDA, MontiArts needed to look for private space to rent. The building space City Council Minutes: May 9, 2022 Page 3 14 selected allows for MontiArts to stay connected to the downtown and have visibility. City Council expressed their approval of the MontiArts program and how the program has exceeded expectations. They spoke positively on the program and thanked MontiArts for all they do. Councilmember Fair moved to approve the lease agreement with JOTL properties, LLC for MontiArts to operate at 213 West Broadway for a five-year lease with the final lease terms to be negotiated by the City Administrator. Councilmember Davidson seconded the motion. Motion carried unanimously. 6. Adjournment: Councilmember Fair moved to adjourn the meeting. Councilmember Davidson seconded the motion. Motion carried unanimously. The meeting was adjourned at 7:36 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: May 9, 2022 Page 4 1 4 City Council Agenda: 5/23/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 5/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $1,521,582.51. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 05/13/2022 - 3:55PM Batch: 00201.05.2022 - 201.05.2022 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2226963 (15,064) Transactions mo/yr 1,617.49 05/15/2022 609-49754-443980 2226963 4/22 cc machine rental 128.70 05/15/2022 609-49754-424100 Check Total: 1,746.19 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 ACH Enabled: True 5/l/2022 Life Insurance - May 2022 2,979.59 05/15/2022 101-00000-217066 Check Total: 2,979.59 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 3 ACH Enabled: True 40218081 FSA - Dependent Care 192.30 05/15/2022 101-00000-217200 40218081 FSA -Medical 44.06 05/15/2022 101-00000-217300 Check Total: 236.36 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True April April Sales Tax - Liquor 56,333.96 05/15/2022 609-00000-208100 April April Sales Tax - Liquor 1.04 05/15/2022 609-49750-443990 April April Sales Tax - General 443.65 05/15/2022 101-00000-208100 April April Sales Tax - General 0.35 05/15/2022 101-41310-443990 April April Waste Tax - General 161.49 05/15/2022 101-00000-208120 April April Waste Tax - General -2.49 05/15/2022 101-00000-362900 April April Sales Tax - MCC 5,922.88 05/15/2022 226-00000-208100 April April Sales Tax - MCC 0.12 05/15/2022 226-45122-443990 April April Sales Tax - Water 1,196.21 05/15/2022 601-00000-208100 April April Sales Tax - Water -0.21 05/15/2022 601-00000-362900 Check Total: 64,057.00 Vendor: 5147 MN PEIP Check Sequence: 5 ACH Enabled: True 1190930 Health Insurance - June 2022 49,918.27 05/15/2022 101-00000-217061 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 2 Check Total: 49,918.27 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB Mar 2022 8631 - Animal Shelter 74.31 05/15/2022 101-42700-438200 UB Mar 2022 5026 - Ellison Park 25.54 05/15/2022 101-45201-438200 UB Mar 2022 8905 - PW Office 17.50 05/15/2022 101-43127-438200 UB Mar 2022 8119 - 303 6th St - Parks new 61.94 05/15/2022 101-45201-438200 UB Mar 2022 7224 - WWTP 1,283.52 05/15/2022 602-49480-438200 UB Mar 2022 7256-004 - 130 Brdwy- Stormwtr 26.25 05/15/2022 213-46301-438200 UB Mar 2022 8086 - 4th St. Warming House 17.50 05/15/2022 101-45201-438200 UB Mar 2022 8177 - Library 55.77 05/15/2022 101-45501-438200 UB Mar 2022 8117 - MCC 1,193.69 05/15/2022 226-45126-438200 UB Mar 2022 8622 - Pioneer Park bathroom 17.50 05/15/2022 101-45201-438200 UB Mar 2022 10128 - DMV 49.88 05/15/2022 653-41990-438200 UB Mar 2022 15291 - Commuter Lot- Stormwtr 54.25 05/15/2022 101-43120-438200 UB Mar 2022 7885 - Facilities Maintenance 45.50 05/15/2022 701-00000-438200 UB Mar 2022 15292 - Dwntwn Parking-Strmwtr 26.25 05/15/2022 101-43120-438200 UB Mar 2022 7256-007 - 103 Pine St- EDA 45.50 05/15/2022 213-46301-438200 UB Mar 2022 8903 - PW Shop/Clerical 251.29 05/15/2022 101-43127-438200 UB Mar 2022 8120 - Bldg. Inspec. Garage 92.83 05/15/2022 101-41940-438200 UB Mar 2022 7256-008 - 112 River St. W EDA 45.50 05/15/2022 213-46301-438200 UB Mar 2022 5250 - Bridge Park W 21.59 05/15/2022 101-45201-438200 UB Mar 2022 8904 - PW Vehicle Storage 16.47 05/15/2022 101-43127-438200 UB Mar 2022 5637 - Meadow Oak Dog Park 7.10 05/15/2022 101-45201-438200 UB Mar 2022 7256-003 - MontiArts 45.50 05/15/2022 101-45204-438200 UB Mar 2022 8114 - Hi -Way Liquors 81.66 05/15/2022 609-49754-438200 UB Mar 2022 15640 - 103 Chelsea Rd- Fire 89.18 05/15/2022 101-42200-438200 UB Mar 2022 7256-0010 - 101 Broadway W 45.50 05/15/2022 101-45204-438200 UB Mar 2022 7256-0011 107 Broadway W 45.50 05/15/2022 101-45204-438200 UB Mar 2022 7256-013 113 Broadway W -bill tenant 45.50 05/15/2022 101-00000-115030 Check Total: 3,782.52 Vendor: 3679 SUPERIOR PRESS Check Sequence: 7 5/9/2022 Deposit Slips (1,000) 157.12 05/15/2022 101-41520-421990 5/9/2022 Deposit Bags (500) 139.85 05/15/2022 101-41520-421990 Check Total: 296.97 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 8 05/06/2022 Runnings - #131 (.95) lb. bolts 2.56 05/15/2022 101-43120-422100 05/06/2022 Runnings -(2) drill bit 14.98 05/15/2022 101-43127-421990 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Amazon - (2) calculator 14.98 05/15/2022 101-43120-421990 05/06/2022 Auto Value - grease cap 18.99 05/15/2022 101-43120-422100 05/06/2022 USPS - certified mail 22.14 05/15/2022 101-42200-432200 05/06/2022 Amazon - (3) 3pk. Clorox Wipes- Fire 26.96 05/15/2022 701-00000-421990 05/06/2022 Home Depot - ext. pole 33.98 05/15/2022 101-43127-421990 05/06/2022 Auto Value - (2) standard halogen 35.98 05/15/2022 602-49490-422990 05/06/2022 Mills Fleet Farm - Tender 11 - (7.603) gal. diesel 37.25 05/15/2022 101-42200-421200 05/06/2022 Spectrum Supply - cs. neutralfilm 40.17 05/15/2022 101-43120-421990 05/06/2022 Spectrum Supply - cs. facial tissue 40.86 05/15/2022 609-49754-421990 05/06/2022 Pizza Ranch - meal for meeting with State Fire n 41.14 05/15/2022 101-42400-443990 05/06/2022 Redneck Trailer - tow ring; (2) mountling bolt; (: 53.89 05/15/2022 101-43120-422100 05/06/2022 Home Depot - (2) 120v ballast 2 lamp 61.82 05/15/2022 101-45201-422990 05/06/2022 Mills Fleet Farm - E-12 - (13.126) gal. diesel @ 64.30 05/15/2022 101-42200-421200 05/06/2022 Amazon - wireless keyboard; (3) comp. mouse 77.46 05/15/2022 101-43110-421990 05/06/2022 Auto Value - 2 x 150' (11 Red/7) 84.07 05/15/2022 101-43127-421990 05/06/2022 M & M Express - chainsaw helmet system 87.93 05/15/2022 101-43120-421990 05/06/2022 Ausco - (22) screen print - split Streets 40.00 05/15/2022 101-43120-421990 05/06/2022 Ausco - (22) screen print - split Water 24.00 05/15/2022 601-49440-421990 05/06/2022 Ausco - (22) screen print - split Sewer 24.00 05/15/2022 602-49490-421990 05/06/2022 Monti Napa - (10) oil dry 100.30 05/15/2022 101-43127-421990 05/06/2022 Cub - resale - lemons/limes 103.37 05/15/2022 609-49750-425500 05/06/2022 Auto Value -(2) gas -magnum truck sho 103.98 05/15/2022 101-43120-422100 05/06/2022 Runnings - #145 - pintle hook- 15 ton 104.99 05/15/2022 101-43120-422110 05/06/2022 M & M Express - apron chaps 105.95 05/15/2022 101-43120-421990 05/06/2022 Nokomis Shoe- boots 2022 - T.G. 109.95 05/15/2022 101-45201-421990 05/06/2022 USA Blue Book - (2) 250 chlorine test 142.63 05/15/2022 601-49440-421990 05/06/2022 Epic Sports - (30) baseball rubber base 178.07 05/15/2022 101-45203-421990 05/06/2022 Elite Lift - forklift repair - ignition coil; wire set; 190.25 05/15/2022 101-43120-422100 05/06/2022 Menards - (10) 2x8-12' green treated ground cor 195.10 05/15/2022 101-43120-422100 05/06/2022 McMaster - Carr - (10) 100pks. disp. nitrile glov 210.88 05/15/2022 602-49490-421990 05/06/2022 MN Equipment - v -belt; idler; (3) HL blade 223.29 05/15/2022 101-43120-422100 05/06/2022 Amazon - mini fridge for Engine 11 249.99 05/15/2022 101-42200-421990 05/06/2022 Sherwin Williams - (25) 5 gal. white 429.20 05/15/2022 101-45201-421990 05/06/2022 Husky Springs - #113 - (2) rear HD spring; threa 878.40 05/15/2022 101-43120-422110 05/06/2022 Zarnoth Brush - (18) sweeper brooms 2,571.00 05/15/2022 101-43120-422100 05/06/2022 Aramark - Feb. & Mar. 2022 Towel/Run Srv.- P, 306.03 05/15/2022 701-00000-431990 05/06/2022 Aramark - Feb. & Mar. 2022 Industrial Flats.- P, 9.50 05/15/2022 101-45201-421990 05/06/2022 Aramark - Feb. & Mar. 2022 Uniforms- Parks 460.53 05/15/2022 101-45201-441700 05/06/2022 Aramark - Feb. & Mar. 2022 Uniforms- Sewer 271.88 05/15/2022 602-49490-441700 05/06/2022 Aramark - Feb. & Mar. 2022 Uniforms- Water 271.88 05/15/2022 601-49440-441700 05/06/2022 Aramark - Feb. & Mar. 2022 Uniforms- Streets 517.98 05/15/2022 101-43120-441700 05/06/2022 Aramark - Feb. & Mar. 2022 Towels -Shop 489.77 05/15/2022 701-00000-431990 05/06/2022 Verizon - Feb 21 - March 20 180.05 05/15/2022 101-42200-432100 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Verizon - Feb 21 - March 20 235.06 05/15/2022 101-45201-432100 05/06/2022 Verizon - Feb 21 - March 20 275.07 05/15/2022 101-43120-432100 05/06/2022 Verizon - Feb 21 - March 20 97.53 05/15/2022 601-49440-432100 05/06/2022 Verizon - Feb 21 - March 20 97.52 05/15/2022 602-49490-432100 05/06/2022 Walmart - Water, Pop, Snacks for Meetings 46.16 05/15/2022 101-41110-443990 05/06/2022 Verizon - Feb 21 - March 20 80.02 05/15/2022 701-00000-432100 05/06/2022 4 Imprint - "Tree Inspector" Vests for EAB 276.17 05/15/2022 101-46102-421990 05/06/2022 Amazon - Birthday Party Supplies: Mats,Plates, 239.03 05/15/2022 226-45123-421990 05/06/2022 Amazon - Sharpie Markers 19.99 05/15/2022 226-45122-421990 05/06/2022 Amazon - Pens 18.12 05/15/2022 101-41310-421990 05/06/2022 Amazon - Podium for Room Rentals 299.99 05/15/2022 226-45123-421990 05/06/2022 Amazon - Magnets, Cleaning Wipes 26.97 05/15/2022 101-41310-421990 05/06/2022 Amazon - 1 Gallon Sprayers (2) 29.10 05/15/2022 226-45126-421990 05/06/2022 Amazon - ADA Handicap Sign 14.00 05/15/2022 701-00000-421990 05/06/2022 Amazon - Vinyl Decals w/Arrows 15.66 05/15/2022 701-00000-421990 05/06/2022 Amazon - Coat Rack 25.99 05/15/2022 101-41520-421990 05/06/2022 Amazon - Pens (60 ct), Highlighters (36 ct) 26.88 05/15/2022 653-41990-421990 05/06/2022 Amazon - Planner 10.99 05/15/2022 101-41410-421990 05/06/2022 Amazon - Return Massage Table -355.53 05/15/2022 226-45127-421720 05/06/2022 Amazon - Vinyl Exit Sign Decals (2 pk) 8.95 05/15/2022 701-00000-421990 05/06/2022 Amazon - iPad Case 21.00 05/15/2022 702-00000-421990 05/06/2022 Amazon - Disposable Gloves 19.66 05/15/2022 653-41990-421990 05/06/2022 Amazon - Snacks for Concession: Crackers, Ene 146.92 05/15/2022 226-45125-425410 05/06/2022 Amazon - Paper Plates, Sign Holder, Expanding 96.96 05/15/2022 653-41990-421990 05/06/2022 Amazon - Stylus Pens for iPad - Parks 29.99 05/15/2022 702-00000-421990 05/06/2022 Am Payroll Assoc - Membership (CB) 310.00 05/15/2022 101-41520-443300 05/06/2022 Ausco - Hockey Champion Shirts (18) 162.00 05/15/2022 226-45127-421740 05/06/2022 Ausco - Dept Jackets (6) 200.00 05/15/2022 101-41520-421990 05/06/2022 Ausco - Dept Jacket (1) 30.00 05/15/2022 702-00000-421990 05/06/2022 Auto Value - 12 Pc Precison Die Set 12.99 05/15/2022 226-45126-422990 05/06/2022 Breezy Point Resort - Redevelopment Conferenc 306.03 05/15/2022 213-46301-433100 05/06/2022 Cintas - Inv# 4115638377, 4115638359, 411496, 282.45 05/15/2022 701-00000-431990 05/06/2022 Holiday - Vehicle Wash 8.00 05/15/2022 701-00000-421990 05/06/2022 Northstar Chapter APA - Membership (CB) 50.00 05/15/2022 101-41520-443300 05/06/2022 Dacotah Paper - Bag Filter, 1/2 Gal 18V Backpa 730.18 05/15/2022 226-45126-421990 05/06/2022 Dacotah Paper - Food Gloves, Cups, Kleenex foi 325.87 05/15/2022 226-45125-421990 05/06/2022 Dacotah Paper - Cleaning Supplies 2,234.61 05/15/2022 701-00000-421990 05/06/2022 MN DEED - Business & Community Developm 383.07 05/15/2022 213-46301-433100 05/06/2022 Dell - Battery Pack 120.25 05/15/2022 101-41310-421990 05/06/2022 Dollar Tree - Egg Dive Supplies 25.00 05/15/2022 226-45127-421990 05/06/2022 Domino's Pizza - Food for EDA Meeting 53.05 05/15/2022 213-46301-443990 05/06/2022 General Rental - Dehumidifiers for Water Damal 140.00 05/15/2022 226-45126-440100 05/06/2022 General Rental - Dehumidifiers for Water Damal 140.00 05/15/2022 226-45126-440100 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Golden Valley Supply - Ceiling Tile 659.75 05/15/2022 701-00000-440100 05/06/2022 Innovative - Envelopes 28.33 05/15/2022 101-41310-421990 05/06/2022 Innovative - Paper (8 cases) 320.72 05/15/2022 653-41990-421990 05/06/2022 Innovative - Index Tabs 6.64 05/15/2022 101-41310-421990 05/06/2022 Innovative - Sheet Protectors 6.41 05/15/2022 653-41990-421990 05/06/2022 Jimmy Johns - Sandwiches for Council Meeting 106.04 05/15/2022 101-41110-443990 05/06/2022 MERSC - Vendor Show 60.00 05/15/2022 226-45122-443990 05/06/2022 Monti Printing - Pickle Ball Poster Laminated 12.00 05/15/2022 226-45122-421990 05/06/2022 Monti Printing - Signature Stamp (RL) 33.10 05/15/2022 101-41310-421990 05/06/2022 NIHCA - Spring Conference Registration (TH) 99.00 05/15/2022 226-45122-433100 05/06/2022 Republic Services - Shredding Service (CH) 32.68 05/15/2022 101-41310-431990 05/06/2022 Republic Services - Shredding Service (DMV) 32.68 05/15/2022 653-41990-431990 05/06/2022 Runnings - Toaster 36.99 05/15/2022 701-00000-421990 05/06/2022 Runnings - Cow Bell & Marine Horn for Safety 22.08 05/15/2022 226-45122-421990 05/06/2022 Runnings - Bug Killer for Public Works 7.99 05/15/2022 701-00000-421990 05/06/2022 Runnings - Misc Hardware to Fix Fitness Equipr 8.58 05/15/2022 226-45126-421990 05/06/2022 Runnings - Tank Flapper for Toilet Repair 5.19 05/15/2022 701-00000-421990 05/06/2022 Von Hanson Snacks - Pretzels (3 1) & Meat & Cl 132.70 05/15/2022 226-45125-425410 05/06/2022 U of M CCE - Online Course: Design Constructi 310.00 05/15/2022 101-43115-433100 05/06/2022 U of M CCE - Online Course: Construction Site 215.00 05/15/2022 101-43115-433100 05/06/2022 Verizon - Feb 21 - March 20 115.03 05/15/2022 101-43115-432100 05/06/2022 Advanced Disposal - Feb 2022 - Recycling 20,226.83 05/15/2022 101-43230-438400 05/06/2022 Advanced Disposal - Feb 2022 - GFEE 4,350.05 05/15/2022 101-00000-208120 05/06/2022 Advanced Disposal - Feb 2022 44,050.80 05/15/2022 101-43230-438400 05/06/2022 Advanced Disposal - Feb 2022 25.06 05/15/2022 101-45201-438400 05/06/2022 Advanced Disposal - Feb 2022 50.12 05/15/2022 101-45201-438400 05/06/2022 Advanced Disposal - Feb 2022 25.06 05/15/2022 101-45201-438400 05/06/2022 Advanced Disposal - Feb 2022 119.05 05/15/2022 602-49480-438400 05/06/2022 Advanced Disposal - Feb 2022 219.30 05/15/2022 226-45126-438400 05/06/2022 Advanced Disposal - Feb 2022 12.53 05/15/2022 101-45501-431990 05/06/2022 Advanced Disposal - Feb 2022 25.06 05/15/2022 609-49754-438400 05/06/2022 Advanced Disposal - Feb 2022 56.51 05/15/2022 101-45201-438400 05/06/2022 Advanced Disposal - Feb 2022 35.80 05/15/2022 101-43127-438400 05/06/2022 Amazon - Severe Weathr Signs (5 pk) 94.10 05/15/2022 701-00000-421990 05/06/2022 Amazon - Coffee (80 ct) 35.14 05/15/2022 101-41310-421990 05/06/2022 Amazon - Coffee (80 ct) 35.14 05/15/2022 101-41310-421990 05/06/2022 Amazon - Coffee (80 ct) 35.14 05/15/2022 101-41310-421990 05/06/2022 Amazon - White Out Correction Tape (10 ct) 26.42 05/15/2022 101-41310-421990 05/06/2022 Amazon - Colored Paper (3 Reams) 71.21 05/15/2022 101-41310-421990 05/06/2022 Amazon - Commercial Mop Handles (3) 75.57 05/15/2022 226-45126-421990 05/06/2022 St. Cloud Parking - LMC Workshop 4.00 05/15/2022 101-41800-433100 05/06/2022 Giertsen Co - Insurance Deductible for Water Da 1,000.00 05/15/2022 226-45126-440100 05/06/2022 Innovative - Post Its, Paper, Markers, Pens, Post 144.19 05/15/2022 101-41310-421990 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 U of M CCE - MS4001- Regulatory Enfocement 160.00 05/15/2022 101-43115-433100 05/06/2022 Walmart - Bingo Prize, Snacks for Training Sess 94.94 05/15/2022 101-41800-421990 05/06/2022 X Stamper - Notary Stamp (HS) 60.35 05/15/2022 101-41910-421990 05/06/2022 Auto Value - male jic 37 flare 2.69 05/15/2022 101-43120-422100 05/06/2022 Runnings - hose mender 5.99 05/15/2022 101-43120-422100 05/06/2022 Auto Value - momentary on -off -on 7.00 05/15/2022 101-43120-422100 05/06/2022 Runnings - (18) Hillman bulk bin 8.01 05/15/2022 101-45201-421990 05/06/2022 M & M Express - chap waist extender 8.43 05/15/2022 101-43120-421990 05/06/2022 Auto Value -part# FM64-159 - mist special orde 9.99 05/15/2022 101-43120-422100 05/06/2022 Amazon - (2) tire press. equalizer syst.; 8pk tire, 134.98 05/15/2022 101-42200-422110 05/06/2022 Runnings -Stihl - elbow 14.43 05/15/2022 101-43120-422100 05/06/2022 SpyPoint - May 2022 trail camera subscription 15.00 05/15/2022 101-45201-443300 05/06/2022 Amazon - 20pc metal lawn stakes 16.99 05/15/2022 101-43120-421990 05/06/2022 Auto Value - #124 - grease cap 18.99 05/15/2022 101-43120-422100 05/06/2022 Amazon - cleaner/lube for truck hinges 21.68 05/15/2022 101-42200-421990 05/06/2022 Cub - stapler; foil wrap; scissors; glue 22.08 05/15/2022 609-49754-421990 05/06/2022 Cub - resale - lemons/limes 53.11 05/15/2022 609-49750-425500 05/06/2022 Grainger - Walk & Roll - marking paint for cros, 53.36 05/15/2022 101-45201-443990 05/06/2022 Holiday - Tender 11 - (11.110) gal. diesel @ $4.5 55.54 05/15/2022 101-42200-421200 05/06/2022 Amazon - Epson ink cartridge 60.49 05/15/2022 101-43110-421990 05/06/2022 Home Depot - (2) Dewalt 300' tape measurer 65.94 05/15/2022 101-45201-421990 05/06/2022 Speedway- Com.l l (18.326) gal. unleaded @ $3 70.90 05/15/2022 101-42200-421200 05/06/2022 Auto Value - HD fuel construc.; oil farm.; (12) cl 76.21 05/15/2022 101-43127-421990 05/06/2022 AT & T- FirstNet April 2022 mobile unlimited ca 76.46 05/15/2022 101-42200-432100 05/06/2022 Monti Napa - buff pads; back plate; disc 79.12 05/15/2022 101-45201-421990 05/06/2022 CreateLive - Grant -St Arts Board- The Creator P 99.00 05/15/2022 101-45204-421990 05/06/2022 Runnings -water pump - valve; spool adapter; fit 106.96 05/15/2022 101-43120-422100 05/06/2022 Nighthawk Security - monthly security - Park Bz 49.95 05/15/2022 701-00000-431990 05/06/2022 Spectrum Supply - cs. 17oz. foaming disinfectan 50.29 05/15/2022 701-00000-421990 05/06/2022 Auto Value - HD air farm; lawn/garden applicati, 23.71 05/15/2022 101-45201-421990 05/06/2022 Auto Value - coil 23.99 05/15/2022 101-43120-422110 05/06/2022 Runnings - gal. Simple Green; 16oz. Iron Out; se 26.77 05/15/2022 601-49440-422990 05/06/2022 Fastenal - (8) flagging tape 29.11 05/15/2022 101-45201-421990 05/06/2022 Fire Safety USA - Tender 11- (2) LED traffic wa 29.90 05/15/2022 101-42200-421990 05/06/2022 Home Depot - Echo black diamond line; (2) wire 33.91 05/15/2022 101-45201-421990 05/06/2022 Home Depot - IOpk. 40w lights - Park Barn 39.98 05/15/2022 101-45201-422990 05/06/2022 Harbor Freight - (2) metal 0.50 caliber ammo C; 45.96 05/15/2022 101-45201-421990 05/06/2022 Auto Value - air fltr; 2 -way plug; (2) spark plug 47.79 05/15/2022 101-43120-422100 05/06/2022 Runnings - (4) clevis hook; 1.52 lb. bols/nuts/wa 47.90 05/15/2022 101-45201-421990 05/06/2022 Full Source- (10) safety t -shirts 109.90 05/15/2022 101-43110-421990 05/06/2022 M & M Express - saw chaps 127.15 05/15/2022 101-43120-421990 05/06/2022 Runnings - 15 T. pintle hook; (2) synth. hidex g1 132.97 05/15/2022 101-43127-421990 05/06/2022 CWP- grader - hydr. hose; (2) hose protective sh 137.61 05/15/2022 101-43120-422110 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Fastenal - drill set; (25) 12-24x1.5 138.92 05/15/2022 101-45201-421990 05/06/2022 Innovative -(5) 12p post -it; bx. Splenda; coffee f 211.24 05/15/2022 609-49754-421990 05/06/2022 Signs Direct - (100) 16x4 signs; (20) 10x8 signs 256.24 05/15/2022 101-43120-421990 05/06/2022 Monti Napa - (23) oil dry 230.69 05/15/2022 101-43120-421990 05/06/2022 Auto Value -#124 - (4) bearing kit 255.96 05/15/2022 101-43120-422100 05/06/2022 Vault - FSSolutions- breath alcohol test; DOT ur: 223.58 05/15/2022 101-45201-431990 05/06/2022 Vault - FSSolutions- DOT urine test - Streets 59.38 05/15/2022 101-43120-431990 05/06/2022 AST Sports- (4) long sleeve button; (6) polo 205.40 05/15/2022 609-49754-421990 05/06/2022 AST Sports- utx -(10) embroidery crest logo 85.00 05/15/2022 609-49754-421990 05/06/2022 CWP- (6) asst. hydr. adapter fittings; (3) skidloai 327.53 05/15/2022 101-43120-422110 05/06/2022 M & M Express - (4) Promark helmet system 351.72 05/15/2022 101-43120-421990 05/06/2022 Cintas - Inv# 4115638425;4116349078;411702 373.20 05/15/2022 701-00000-431990 05/06/2022 Arctic Glacier - resale inv. 3454210105 467.20 05/15/2022 609-49750-425500 05/06/2022 Lacal Equip.- Beacon guard; mount & pivot asst' 614.53 05/15/2022 101-43120-422100 05/06/2022 Amazon - Bunn commercial coffee brewer 849.99 05/15/2022 101-42200-421990 05/06/2022 Diamond Vogel - (10) 5 gal. yellow paint 1,339.50 05/15/2022 101-43120-421510 05/06/2022 Force America - 200 Gpm pump for anti -icing 1,515.54 05/15/2022 101-43125-422100 05/06/2022 Grainger - (200) 25 lb. floor dry 1,540.00 05/15/2022 101-43120-421990 05/06/2022 EATI - (2) arrow boards for dump trucks 3,060.36 05/15/2022 101-43120-422110 05/06/2022 Ace Hardware - Mouse Traps (2 pk) 4.27 05/15/2022 653-41990-421990 05/06/2022 Amazon - TV Mount for DMV 29.98 05/15/2022 701-00000-421990 05/06/2022 Amazon - DishSoap, Dish Drying Mats (2) 41.46 05/15/2022 226-45125-421990 05/06/2022 Amazon - AAA Batteries (36 pk) 11.26 05/15/2022 226-45122-421990 05/06/2022 Amazon - Monitor Replacement Cord (DMV) 9.74 05/15/2022 702-00000-421990 05/06/2022 Amazon - Wireless Doorbell for TH Office 19.99 05/15/2022 226-45122-421990 05/06/2022 Amazon - Cable, Connectors, for DMV 24.99 05/15/2022 701-00000-421990 05/06/2022 Amazon - Band Aids 6.97 05/15/2022 653-41990-421990 05/06/2022 Amazon - Stapler 5.98 05/15/2022 653-41990-421990 05/06/2022 Amazon - Tongs, Pizza Pan, Cake Cutter - For C 54.95 05/15/2022 226-45125-421990 05/06/2022 Ausco - Slide Attendant Uniform Shorts (14) 140.00 05/15/2022 226-45122-421990 05/06/2022 Auto Value - 3M 34.99 05/15/2022 226-45126-421990 05/06/2022 Beef O Brady - Xcel Energy Qtrly Meeting (RL) 8.94 05/15/2022 101-41310-443990 05/06/2022 Bluestone - Lunch - Elections Meeting (IS & VI 20.78 05/15/2022 101-41410-443990 05/06/2022 ECM - Monti Times Subscription for CIty Hall 57.00 05/15/2022 101-41310-443300 05/06/2022 Home Depot - Drill, Screwdriving Set, Saw Blac 436.94 05/15/2022 701-00000-421990 05/06/2022 Marties Farm - Salt for Softner @ MCC (63 bag: 395.60 05/15/2022 701-00000-421990 05/06/2022 Microsoft - Monthly E3 Email User Licenses (A 64.00 05/15/2022 702-00000-421990 05/06/2022 MN Dept Labor - Bldg Official License (RH) 65.00 05/15/2022 101-42400-443700 05/06/2022 Nat'l Recreation Supply - Pedal Straps (3 pairs) 31.34 05/15/2022 226-45126-421990 05/06/2022 Panera Bread - Lunches on The Pointes Project 43.91 05/15/2022 101-41910-443990 05/06/2022 Recreation Supply - Dolphin Wave Pool Vacuum 3,499.00 05/15/2022 226-45124-424100 05/06/2022 Sensible Land Use Coalition - Workshop (ML & 116.00 05/15/2022 101-43110-433100 05/06/2022 MN Soc HR - 2022 State Conference Registratic 300.00 05/15/2022 101-41800-433100 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Home Depot - Tools: Pipe Wrenches, Pliers, Scr( 377.05 05/15/2022 701-00000-421990 05/06/2022 Waste Mgmt - March 2022 - GFEE 4,357.65 05/15/2022 101-00000-208120 05/06/2022 Waste Mgmt - March 2022 - Recycling 20,226.83 05/15/2022 101-43230-438400 05/06/2022 Waste Mgmt - March 2022 44,635.89 05/15/2022 101-43230-438400 05/06/2022 Waste Mgmt - March 2022 56.51 05/15/2022 101-45201-438400 05/06/2022 Waste Mgmt -March 2022 35.80 05/15/2022 101-43127-438400 05/06/2022 Waste Mgmt -March 2022 50.12 05/15/2022 101-45201-438400 05/06/2022 Waste Mgmt - March 2022 25.06 05/15/2022 609-49754-438400 05/06/2022 Waste Mgmt - March 2022 219.30 05/15/2022 226-45126-438400 05/06/2022 Waste Mgmt -March 2022 12.53 05/15/2022 101-45501-431990 05/06/2022 Waste Mgmt -March 2022 119.05 05/15/2022 602-49480-438400 05/06/2022 Waste Mgmt -March 2022 25.06 05/15/2022 101-45201-438400 05/06/2022 Waste Mgmt -March 2022 25.06 05/15/2022 101-45201-438400 05/06/2022 DISH - May 2022 service 77.03 05/15/2022 609-49754-432500 05/06/2022 Auto Value - charger- 18v 77.24 05/15/2022 101-45201-421990 05/06/2022 CWP- tacl trailer- hydr. hose; screen cap 107.70 05/15/2022 101-43120-422100 05/06/2022 Runnings - (2) stubby valve; 14' fertlzr sol. hose; 644.95 05/15/2022 101-43120-422100 05/06/2022 Home Depot - (2) ignition key 6.46 05/15/2022 101-43120-422100 05/06/2022 Runnings - qt. DryDex 8.99 05/15/2022 101-45201-422990 05/06/2022 Home Depot - (3) chlorine sediment fltr; protract 77.02 05/15/2022 101-45201-421990 05/06/2022 Auto Value - (6) blade fuse 9.94 05/15/2022 101-45201-421990 05/06/2022 Advanced Auto Parts - polish paste 11.87 05/15/2022 226-45126-421990 05/06/2022 Runnings - valve ball; galv. nipple 18.98 05/15/2022 101-43120-422100 05/06/2022 Runnings - 12'x 400' painters plastic 22.99 05/15/2022 226-45126-421990 05/06/2022 Advanced Auto Parts - (2) polish paste; 16 oz. R 33.63 05/15/2022 226-45126-421990 05/06/2022 Runnings - (2) 2" coupling; (2) 1.5" coup.; XL it 53.45 05/15/2022 101-45201-421990 05/06/2022 General Rental - 100 lb. propane fill 67.99 05/15/2022 101-43120-421200 05/06/2022 WHCE - Sunset Ponds Mar. 2022 (1012) kWh 141.67 05/15/2022 602-49490-438100 05/06/2022 WHCE - 2171 W. River St 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 5980 Jason Ave NE 19.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - MCC 27.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 207 Chelsea Rd. 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 209 Cedar St 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 132 Broadway E 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 107 River St W 19.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 545 Hwy 25 N 21.42 05/15/2022 701-00000-431900 05/06/2022 WHCE - 505 Walnut 19.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 200 Dundas Rd. 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 909 Golf Course Rd 19.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - 118 6th St W 29.95 05/15/2022 701-00000-431900 05/06/2022 WHCE - General Street Lighting 1,510.27 05/15/2022 101-43160-438100 05/06/2022 Auto Value - rope starter 7.90 05/15/2022 101-43120-422100 05/06/2022 Auto Value - HD fuel fleet 23.56 05/15/2022 101-43127-422120 AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 05/06/2022 Amazon - stationery parchment papser 23.99 05/15/2022 101-43110-421990 05/06/2022 Adobe- State Arts Grant - mo. images for market 29.99 05/15/2022 101-45201-431990 05/06/2022 Auto Value - (2) HD oil fleet 31.34 05/15/2022 101-43127-422120 05/06/2022 Auto Value - (2) HD oil fleet 33.94 05/15/2022 101-43127-422120 05/06/2022 Amazon - Bunn decanter; commercial 12 cup po 41.30 05/15/2022 101-42200-421990 05/06/2022 Auto Value - HD oil fleet; oil filters for dome 43.43 05/15/2022 101-43127-422120 05/06/2022 Safeguard - May 20022 security monitoring - Fi 44.95 05/15/2022 701-00000-431990 05/06/2022 Amazon - Epson ink cartridge 57.95 05/15/2022 101-43110-421990 05/06/2022 Auto Value - (2) HD air construction 76.02 05/15/2022 101-43127-422120 05/06/2022 Autotechtronix -'02 Trailblazer rebuild dash inv. 120.00 05/15/2022 101-43120-440500 05/06/2022 Auto Value - battery; amp on board; hose mende 172.97 05/15/2022 101-43120-422100 05/06/2022 Auto Value - (10) 40# floor dry; (3) 25# optisorb 200.87 05/15/2022 101-43120-422400 05/06/2022 Amazon-ViewSonic portable monitor 229.99 05/15/2022 101-43110-421990 05/06/2022 Marties - 50# custom pasture 25# custom pasture 285.00 05/15/2022 101-43120-421990 05/06/2022 Zep - (2) doz. Zep2000 285.92 05/15/2022 101-43125-421990 05/06/2022 Zep - 20 gal. Zep Big Orange; dz. brake wash 984.06 05/15/2022 101-43127-421990 05/06/2022 Marties - 100# custom pasture - seed for lot by E 370.00 05/15/2022 101-43120-421990 05/06/2022 Adobe- Creative Cloud annual subscription 644.12 05/15/2022 101-45201-443300 05/06/2022 EATI - (5) strobe lights for new sweeper 1,299.48 05/15/2022 101-43120-422100 05/06/2022 H & L Mesabi - cutting edges -(2) rt. hand; (2) lc 1,345.00 05/15/2022 101-43125-422100 05/06/2022 H & L Mesabi - cutting edges- (3) 3; (3) 4' carb 1,505.00 05/15/2022 101-43125-422100 05/06/2022 Am Public Works Assoc - 2022 Spring Conferen 668.60 05/15/2022 101-43110-433100 05/06/2022 Amazon - Pens (RH) 42.45 05/15/2022 101-42400-421990 05/06/2022 Breezy Point Resort - Redevelopment Conferenc 102.01 05/15/2022 213-46301-433100 05/06/2022 Breezy Point Resort - Redevelopment Conferenc 102.01 05/15/2022 213-46301-433100 05/06/2022 Microsoft - Subscription Charges - IT 122.47 05/15/2022 702-00000-443300 05/06/2022 Runnings - Bug Killer 31.98 05/15/2022 701-00000-421990 05/06/2022 Runnings -(5) EMT strap single 1" 3.55 05/15/2022 101-43120-422100 05/06/2022 Auto Value - air fleet; spark plug 18.75 05/15/2022 101-43120-422100 05/06/2022 Auto Value -HD fuel fleet; oil fleet; oil construct 47.42 05/15/2022 101-43127-422120 05/06/2022 Auto Value -(2) fuel construction 23.42 05/15/2022 101-43127-422120 05/06/2022 Epic Sports - (12) baseball base anchors 115.04 05/15/2022 101-45203-421990 05/06/2022 Auto Value - air filter; HD fuel construction 63.14 05/15/2022 101-43127-422120 Check Total: 191,963.30 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 9 00012497910 Vanco Gateway Exchange - April 2022 (1/2) 58.28 05/15/2022 601-49440-443980 00012497910 Vanco Gateway Exchange - April 2022 (1/2) 58.28 05/15/2022 602-49490-443980 Check Total: 116.56 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 10 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference May 22 Liq Store CC Fees (WF -0990) 8,117.20 05/15/2022 609-49754-443980 May 22 WF account interest earnings -169.23 05/15/2022 101-00000-362110 May 22 UB CC Fees (AmEx -8910) 51.12 05/15/2022 601-49440-443980 May 22 CH CC Fees (WF -0999) 851.50 05/15/2022 101-41520-443980 May 22 MCC CC Fees (iAccess FM -1476) 106.55 05/15/2022 226-45127-431992 May 22 UB CC Fees (AmEx -8910) 51.12 05/15/2022 602-49490-443980 May 22 WF account bank charges 1,106.35 05/15/2022 101-41520-443980 May 22 UB CC Fees (Bluefin) 0.00 05/15/2022 602-49490-443980 May 22 UB CC Fees (Bluefin) 0.00 05/15/2022 601-49440-443980 May 22 MCC CC Fees (Daxco- 2887) 1,711.44 05/15/2022 226-45122-443980 May 22 UB CC Fees (Bluefin - 7022) 1,015.51 05/15/2022 601-49440-443980 May 22 UB CC Fees (Bluefin - 7022) 1,015.51 05/15/2022 602-49490-443980 May 22 MCC CC Fees (Clover App - Fmrs Mkt) 21.42 05/15/2022 226-45127-431992 May 22 Global Payments - CivicRec 286.32 05/15/2022 101-45201-443980 Check Total: 14,164.81 Total for Check Run: 329,261.57 Total of Number of Checks: 10 The preceding list of bills payable was reviewed and approved for payment. Date: 5/23/22 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (05/13/2022 - 3:55 PM) Page 10 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 05/18/2022 - 3:26PM Batch: 00203.05.2022 - 203.05.2022 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 5893 ABDO LLP Check Sequence: 1 ACH Enabled: False 457521 Progress Billing - Audit Services YR 12/31/21 17,246.00 05/24/2022 101-41520-430100 Check Total: 17,246.00 Vendor: 1006 ABM EQUIPMENT AND SUPPLY LLC Check Sequence: 2 ACH Enabled: True 170766 repair gelcoat air void in bucket 264.61 05/24/2022 101-43120-440440 Check Total: 264.61 Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 3 ACH Enabled: False 59250 UB May Invoices (3652) Print, Fold, Stuff, Envc 653.73 05/24/2022 601-49440-431800 59250 UB May Invoices (3652) Print, Fold, Stuff, Envc 653.73 05/24/2022 602-49490-431800 59250 May Announcements Insert (3700) 764.56 05/24/2022 226-45122-434990 Check Total: 2,072.02 Vendor: 5582 ACCENT ELECTRIC & AUTOMATION, INC. Check Sequence: 4 ACH Enabled: False 3246 install wiring for air compressors - Bertram Shec 325.00 05/24/2022 101-45201-440440 Check Total: 325.00 Vendor: 5948 AE2 - ADVANCED ELEMENTS, INC. Check Sequence: 5 ACH Enabled: False 80729 EDA Integrated Marketing & Communication PI 18,916.00 05/24/2022 213-46301-434990 Check Total: 18,916.00 Vendor: 2407 ALL ELEMENTS Check Sequence: 6 ACH Enabled: True 9252 repair corner of skylight PW buliding 514.77 05/24/2022 701-00000-440100 9269 repair leaking of another skylight -patched; scale 256.16 05/24/2022 701-00000-440100 Check Total: 770.93 Vendor: 5731 JAMES ALTENDAHL Check Sequence: 7 ACH Enabled: False AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 5/16/2022 Performance @ Farmers Market 5/19/22 200.00 05/24/2022 226-45127-431990 Check Total: 200.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 8 ACH Enabled: False 3533618 resale- wine 83.10 05/24/2022 609-49750-425300 3533619 resale- beer 198.50 05/24/2022 609-49750-425200 3534588 resale- beer 120.00 05/24/2022 609-49750-425200 3535187 resale- beer 97.20 05/24/2022 609-49750-425200 Check Total: 498.80 Vendor: 4502 ARVIG Check Sequence: 9 ACH Enabled: True 000267713 003 Managed IT Services - May 2022 1,218.60 05/24/2022 702-00000-431990 Check Total: 1,218.60 Vendor: 1051 BAILEY NURSERIES INC Check Sequence: 10 ACH Enabled: False 645394 (125) trees for Spring Tree Sale 3,140.00 05/24/2022 101-46102-422500 Check Total: 3,140.00 Vendor: 5727 LUCAS JAMES BAKKEN Check Sequence: l l ACH Enabled: False 05/17/2022 Performance @ Famers Market 6/9/22 200.00 05/24/2022 226-45127-431990 Check Total: 200.00 Vendor: 5524 BAYCOM, INC Check Sequence: 12 ACH Enabled: False 037877 AC adapter 100w 76.00 05/24/2022 702-00000-421990 Check Total: 76.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 13 ACH Enabled: True 2065772 (543.50) gal diesel @ $4.52 2,454.99 05/24/2022 101-43120-421200 2065773 (344.40) gal unleaded @ $3.63 1,248.45 05/24/2022 101-43120-421200 Check Total: 3,703.44 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 14 ACH Enabled: True 105074900 qt. bags credit inv. # 105053300 -50.30 05/24/2022 609-49754-421990 105086200 resale- mix 170.60 05/24/2022 609-49750-425400 105086200 asst. bags 131.25 05/24/2022 609-49754-421990 105086200 freight 1.38 05/24/2022 609-49750-433300 105120000 asst, bags 181.80 05/24/2022 609-49754-421990 105120000 resale - condiments 73.60 05/24/2022 609-49750-425500 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 105120000 resale - mix 339.33 05/24/2022 609-49750-425400 105120000 freight 2.73 05/24/2022 609-49750-433300 94673500 resale -liquor 653.00 05/24/2022 609-49750-425100 94673500 freight 6.60 05/24/2022 609-49750-433300 94708000 freight 143.55 05/24/2022 609-49750-433300 94708000 resale -liquor 13,171.55 05/24/2022 609-49750-425100 94801700 resale -liquor 363.00 05/24/2022 609-49750-425100 94801700 freight 1.65 05/24/2022 609-49750-433300 94816100 freight 99.00 05/24/2022 609-49750-433300 94816100 resale -liquor 8,126.67 05/24/2022 609-49750-425100 94816100 resale - wine 56.00 05/24/2022 609-49750-425300 Check Total: 23,471.41 Vendor: 1067 BERNICK'S Check Sequence: 15 329710 resale- soda pop 108.42 05/24/2022 609-49750-425400 329711 resale - beer 1,601.55 05/24/2022 609-49750-425200 331973 resale - soda pop 138.63 05/24/2022 609-49750-425400 331974 resale - beer n/a 52.30 05/24/2022 609-49750-425400 331974 resale - beer 1,858.85 05/24/2022 609-49750-425200 331975 Resale - Pop, Gatorade, Water 260.84 05/24/2022 226-45125-425410 Check Total: 4,020.59 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 16 3783 Clear Tap Lines (2) 50.00 05/24/2022 226-45123-431990 Check Total: 50.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 17 0289211 202211 - Industrial Land Use/CET Grant 10,184.50 05/24/2022 213-46301-431993 0289212 202211 - Strategic Transition Plan/CET Grant 4,162.00 05/24/2022 213-46301-431993 Check Total: 14,346.50 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SP1I Check Sequence: 18 344022088 resale -liquor 1,861.60 05/24/2022 609-49750-425100 344022088 resale- wine 767.14 05/24/2022 609-49750-425300 344022088 freight 30.53 05/24/2022 609-49750-433300 344022088 resale- mix 62.99 05/24/2022 609-49750-425400 344110753 resale -liquor 4,943.53 05/24/2022 609-49750-425100 344110753 resale- wine 653.00 05/24/2022 609-49750-425300 344110753 freight 72.34 05/24/2022 609-49750-433300 ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 4 Check Total: 8,391.13 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 19 ACH Enabled: True 2348-000OG 237 Planning & Zoning - April 2022 160.00 05/24/2022 101-41910-430400 2348-000OG 237 Public Works Admin - April 2022 158.50 05/24/2022 101-43110-431990 2348-000OG 237 General Admin -April 2022 4,293.87 05/24/2022 101-41610-430400 2348-000OG 237 202152 The Pointes Zoning - April 2022 96.00 05/24/2022 101-41910-430400 2348-000OG 237 202210 - Block 52 PUD - April 2022 208.00 05/24/2022 101-00000-220110 2348-0026G 6 202210 - Block 52/Walgreen - April 2022 90.00 05/24/2022 101-00000-220110 2348-0148G 44 16C006 - Fallon Ave Condemnation - April 202: 1,968.50 05/24/2022 400-43300-430400 2348-0155G 39 16C006 - Bluffs in Monticello Assessment Appe 1,410.00 05/24/2022 400-43300-430400 2348-0178G 10 21D006 - Stony Brook Village Plat - April 2022 90.00 05/24/2022 101-00000-220110 2348-0184G 3 Otter Creek Crossing - April 2022 64.00 05/24/2022 101-41910-430400 2348-0186G 1 202215 - Featherstone 6th Addition - April 2022 1,100.60 05/24/2022 101-00000-220110 2348-0187G 1 202216 - Country Club Manor 1st Addtion/Head 495.00 05/24/2022 101-00000-220110 Check Total: 10,134.47 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 20 ACH Enabled: True 2683773 resale - beer 20,720.89 05/24/2022 609-49750-425200 2683773 resale - beer n/a 108.75 05/24/2022 609-49750-425400 2683773 resale - liquor 132.00 05/24/2022 609-49750-425100 2683773 resale -juice 61.47 05/24/2022 609-49750-425500 2683773 resale - wine 104.00 05/24/2022 609-49750-425400 2687104 resale - beer 14,257.93 05/24/2022 609-49750-425200 2687104 resale - beer n/a 203.35 05/24/2022 609-49750-425400 2687104 resale - liquor 80.00 05/24/2022 609-49750-425100 2687104 resale -juice 40.98 05/24/2022 609-49750-425500 Check Total: 35,709.37 Vendor: 5718 COLLINS BROTHERS TOWING OF ST. CLO Check Sequence: 21 ACH Enabled: False 22-102550 Grader - equipment transport 577.50 05/24/2022 101-43120-443990 Check Total: 577.50 Vendor: 4861 CORE & MAIN LP Check Sequence: 22 ACH Enabled: False Q164506 OMNI + 4 C2 Meas. chmb. IOOOG meter 1,300.61 05/24/2022 601-49440-422701 Q663900 12x8 flg 90 Cl 10 pr imp; (2) gasket; bolt/nut kit: 1,214.66 05/24/2022 601-49440-422990 Check Total: 2,515.27 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 23 ACH Enabled: True AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 1574973 resale- beer credit -83.20 05/24/2022 609-49750-425200 1576553 resale- beer 32,084.15 05/24/2022 609-49750-425200 1576553 resale- beer n/a 107.00 05/24/2022 609-49750-425400 1576745 resale- beer 1,544.00 05/24/2022 609-49750-425200 1576805 resale -beer 220.70 05/24/2022 609-49750-425200 1577006 resale- beer credit -35.00 05/24/2022 609-49750-425200 1578014 resale -beer 382.50 05/24/2022 609-49750-425200 1578015 resale- beer n/a 96.60 05/24/2022 609-49750-425400 1578015 resale- beer 5,345.10 05/24/2022 609-49750-425200 1578840 resale- beer credit -251.28 05/24/2022 609-49750-425200 1580529 resale- beer 25,058.75 05/24/2022 609-49750-425200 1580529 resale- beer n/a 244.10 05/24/2022 609-49750-425400 1580966 resale -beer 569.60 05/24/2022 609-49750-425200 1581003 resale- beer credit -33.00 05/24/2022 609-49750-425200 1582305 resale- beer 8,401.50 05/24/2022 609-49750-425200 1582305 resale- beer n/a 129.20 05/24/2022 609-49750-425400 1582620 resale- beer credit -163.15 05/24/2022 609-49750-425200 1584472 resale- beer 1,060.20 05/24/2022 609-49750-425200 1584496 resale- beer 112.00 05/24/2022 609-49750-425200 980-00024 resale -beer 27.35 05/24/2022 609-49750-425200 Check Total: 74,817.12 Vendor: 5898 DAKOTA SUPPLY GROUP - MONTICELLO Check Sequence: 24 ACH Enabled: False 5101796238.001 Freon Refrigerant 251b Cylinder 1,428.84 05/24/2022 701-00000-421990 5101796238.002 Pleated Filters 20x20x2 (12) 72.14 05/24/2022 701-00000-421990 Check Total: 1,500.98 Vendor: 3677 CHARLES DEGRIO Check Sequence: 25 ACH Enabled: True boots2022 boots 2022 reimbursement 39.48 05/24/2022 101-45201-421990 Check Total: 39.48 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 26 ACH Enabled: False 22081 19C003 CONSTR - SCADA System Improveme 1,278.75 05/24/2022 601-49440-453010 22081 19C003 CONSTR - SCADA System Improveme 1,278.75 05/24/2022 602-49490-453010 Check Total: 2,557.50 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 27 ACH Enabled: True 1445807 resale - beer 2,350.65 05/24/2022 609-49750-425200 1445807 resale - beer n/a 27.65 05/24/2022 609-49750-425400 1450510 resale - beer 584.80 05/24/2022 609-49750-425200 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 1450510 resale - liquor 192.00 05/24/2022 609-49750-425100 1453722 resale - beer 2,191.70 05/24/2022 609-49750-425200 Check Total: 5,346.80 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 28 ACH Enabled: False 198 Summer Story Time & Crafts (12) 450.00 05/24/2022 101-00000-220150 Check Total: 450.00 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 29 ACH Enabled: False 590 resale - beer 124.80 05/24/2022 609-49750-425200 Check Total: 124.80 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 30 ACH Enabled: True 891976 TIF 1-45 - PH for TIF 1-45 Ad #1228471 250.75 05/24/2022 213-00000-220110 891977 Ordinance #776A Ad# 1228969 186.14 05/24/2022 101-41910-435100 897970 Planning Commission Meeting Reschedule Ad# 149.22 05/24/2022 101-41910-435100 897971 202210 - PH PUD Block 52 Ad# 1226376 352.28 05/24/2022 101-41910-435100 897972 PH Retail Services Ad# 1226380 333.82 05/24/2022 101-41910-435100 897973 202219 - PH Spaeth Industrial Ad# 1226406 352.28 05/24/2022 101-41910-435100 897974 202220 - PH Taco Bell Ad# 1226416 333.82 05/24/2022 101-41910-435100 897975 202219 - PH Vacate Spaeth Industrial Ad# 1226 223.06 05/24/2022 101-41910-435100 Check Total: 2,181.37 Vendor: 1165 EMERGENCY APPARATUS MAINTENANCE Check Sequence: 31 ACH Enabled: True 122772 T-12 - service air dryer 527.72 05/24/2022 101-42200-440500 122773 L-1- service air dryer; re -test dry vac 527.72 05/24/2022 101-42200-440500 122997 Engine 12 - repair air leak in rear suspension 1,000.24 05/24/2022 101-42200-440500 123067 Engine 12 - repair onboard compressor 603.26 05/24/2022 101-42200-440500 Check Total: 2,658.94 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 32 ACH Enabled: True 5/8/2022 May 2022 - Phone - City Hall 668.44 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - MCC 529.86 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - Ballfields 19.65 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - DMV 289.91 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - Hi Way Liquor 323.59 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - FIre Hall 387.87 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - Public Works 1,317.40 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Phone - Parks 114.39 05/24/2022 702-00000-432100 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 5/8/2022 May 2022 - Phone - Prairie Center 13.24 05/24/2022 702-00000-432100 5/8/2022 May 2022 - Internet - City Hall 248.90 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - MCC 10.00 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - DMV 89.90 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - Hi Way Liquor 45.95 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - Fire Hall 170.90 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - Animal Shelter 33.95 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Internet - Public Works 53.95 05/24/2022 702-00000-432300 5/8/2022 May 2022 - Cable - Fire Hall 116.85 05/24/2022 101-42200-431990 5/8/2022 May 2022 - Cable - MCC 194.85 05/24/2022 226-45127-432500 5/8/2022 May 2022 - Data Hosting 500.00 05/24/2022 702-00000-431900 5/8/2022 May 2022 - Service Contract 250.00 05/24/2022 702-00000-431900 5/8/2022 May 2022 - Phone & Internet - Monti Arts 96.47 05/24/2022 101-45204-431990 Check Total: 5,476.07 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 33 ACH Enabled: False 159468 E -One Cyclone TME Rescue Engine 727,200.00 05/24/2022 400-42200-458010 Check Total: 727,200.00 Vendor: 5964 ISAAC FLICKER Check Sequence: 34 ACH Enabled: True boots2022 boots 2022 reimbursement 90.00 05/24/2022 101-45201-421990 Check Total: 90.00 Vendor: 5965 JONATHAN FORSMAN Check Sequence: 35 ACH Enabled: True 5/4/2022 Mileage Reimbursement - Certified Pool Operat( 21.06 05/24/2022 226-45122-433100 Check Total: 21.06 Vendor: 4051 MICHELE FORSMAN Check Sequence: 36 ACH Enabled: False 197 Reimbursement - Class Craft Supplies (Spring 21 47.75 05/24/2022 101-00000-220150 Check Total: 47.75 Vendor: 5967 HALEY FOSTER Check Sequence: 37 ACH Enabled: True 5/10/2022 Mileage Reimbursment (74.4 miles) 43.52 05/24/2022 101-41910-433100 Check Total: 43.52 Vendor: 1207 ELIZABETH GREEN Check Sequence: 38 ACH Enabled: True 5/18/2022 Notary Recording Fee 20.00 05/24/2022 101-45201-443700 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 8 Check Total: 20.00 Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Sequence: 39 ACH Enabled: False 48357 22C001 - 2022 Street Improvement Project - Ma 923.75 05/24/2022 400-43300-459023 Check Total: 923.75 Vendor: 5968 HALLIE 14ANSEN Check Sequence: 40 ACH Enabled: True boots2022 boots 2022 reimbursement 90.00 05/24/2022 101-45201-421990 Check Total: 90.00 Vendor: 5901 HARDLINE NORTH, LLC. Check Sequence: 41 ACH Enabled: True 1029 grease transfer- EP2 hand filler pump 20kg; 35# 910.50 05/24/2022 101-43127-421990 Check Total: 910.50 Vendor: 4650 JASEN HOGLUND Check Sequence: 42 ACH Enabled: False 0152 Custom Lettering - 4 x 8 Signs for The Pointes a 480.00 05/24/2022 101-41910-443990 0154 custom lettering - #136 15.00 05/24/2022 101-43120-421990 Check Total: 495.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 43 ACH Enabled: True 4895 full burial - 4/22 Kisner 400.00 05/24/2022 215-49010-431150 Check Total: 400.00 Vendor: 5751 TODD JAMESON Check Sequence: 44 ACH Enabled: False 5/16/2022 Performance @ Farmers Market on 6/2/22 200.00 05/24/2022 226-45127-431990 Check Total: 200.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 45 ACH Enabled: False 191468 resale- liquor credit inv. 1997234 -81.00 05/24/2022 609-49750-425100 191468 freight credit inv. 1997234 -1.65 05/24/2022 609-49750-433300 200731 resale- wine credit inv. # 2032649 -8.50 05/24/2022 609-49750-425300 200732 resale- liquor credit inv. # 2034326 -2.66 05/24/2022 609-49750-425100 200733 resale- liquor credit inv. # 2035433 -21.35 05/24/2022 609-49750-425100 200734 resale- wine credit inv. # 2035434 -25.04 05/24/2022 609-49750-425300 200735 resale- liquor credit inv. # 2039537 -9.33 05/24/2022 609-49750-425100 2043961 resale - liquor 1,872.64 05/24/2022 609-49750-425100 2043961 freight 36.06 05/24/2022 609-49750-433300 2043962 freight 49.50 05/24/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 2043962 resale- wine 2,121.00 05/24/2022 609-49750-425300 2043962 resale- mix 72.00 05/24/2022 609-49750-425400 2045048 freight 1.65 05/24/2022 609-49750-433300 2045049 resale - wine 297.00 05/24/2022 609-49750-425300 2045049 freight 4.95 05/24/2022 609-49750-433300 2047349 resale- liquor 3,713.50 05/24/2022 609-49750-425100 2047349 freight 46.98 05/24/2022 609-49750-433300 2047350 freight 17.10 05/24/2022 609-49750-433300 2047350 resale- wine 625.85 05/24/2022 609-49750-425300 2047350 resale- mix 35.00 05/24/2022 609-49750-425400 2047351 freight 10.71 05/24/2022 609-49750-433300 2047351 resale- liquor 535.00 05/24/2022 609-49750-425100 2047352 resale- wine 297.00 05/24/2022 609-49750-425300 2047352 freight 4.95 05/24/2022 609-49750-433300 2048552 freight 104.14 05/24/2022 609-49750-433300 2048552 resale- liquor 6,617.49 05/24/2022 609-49750-425100 2048553 resale- wine 1,707.90 05/24/2022 609-49750-425300 2048553 resale- mix 123.95 05/24/2022 609-49750-425400 2048553 freight 51.17 05/24/2022 609-49750-433300 2049766 resale - wine 1,883.66 05/24/2022 609-49750-425300 2049766 resale - mix 35.00 05/24/2022 609-49750-425400 2049766 freight 56.64 05/24/2022 609-49750-433300 2049767 freight 41.73 05/24/2022 609-49750-433300 2049767 resale - liquor 3,319.41 05/24/2022 609-49750-425100 Check Total: 23,532.45 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 46 ACH Enabled: False MN190-00101 General EDA- Feb 2022 484.00 05/24/2022 213-46301-430400 MN190-00159 TIF 1-45 - Block 52 Redevelopment - Feb 2022 1,174.00 05/24/2022 213-00000-220110 MN325-00045 113 W Broadway - Feb 2022 (1/2) 44.00 05/24/2022 213-46301-430400 MN325-00045 TIF 1-45 - 113 W Broadway - Feb 2022 (1/2) 540.00 05/24/2022 213-00000-220110 Check Total: 2,242.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 47 ACH Enabled: False 165118 resale- wine 1,948.00 05/24/2022 609-49750-425300 165118 freight 25.00 05/24/2022 609-49750-433300 Check Total: 1,973.00 Vendor: 5963 SOPHIA LANGE Check Sequence: 48 ACH Enabled: True boots2022 boot reimbursement 2022 90.00 05/24/2022 101-45201-421990 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 10 Check Total: 90.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 49 ACH Enabled: True 341509 resale cigarettes; juice 1,985.55 05/24/2022 609-49750-425500 341509 resale cigars; tobocco; bottle wraps; barware 1,280.58 05/24/2022 609-49750-425400 Check Total: 3,266.13 Vendor: 1386 M -R SIGN CO INC Check Sequence: 50 ACH Enabled: True 215869 (187) asst. STOP signs 8,804.08 05/24/2022 101-43120-422600 Check Total: 8,804.08 Vendor: 1827 MIDWEST LANDSCAPES Check Sequence: 51 ACH Enabled: False 4593 donation - M.0 -L.- (9) trees 2,709.89 05/24/2022 101-46102-422500 Check Total: 2,709.89 Vendor: 4317 MINNESOTA ASSOCIATION OF CEMETERII Check Sequence: 52 ACH Enabled: False 2022 Dues Association Fees 2022- Riverside Cemetery 75.00 05/24/2022 215-49010-421990 Check Total: 75.00 Vendor: 4216 MINNESOTA EQUIPMENT Check Sequence: 53 ACH Enabled: False P70556 filter element 32.33 05/24/2022 101-43120-422100 Check Total: 32.33 Vendor: 1337 CORINNE MITCHELL Check Sequence: 54 ACH Enabled: True 5/6/2022 Mileage Reimbursement - AFP Pool Certificatioi 92.19 05/24/2022 226-45124-433100 Check Total: 92.19 Vendor: 1351 MN FIRE SERVICE CERT BOARD Check Sequence: 55 ACH Enabled: False 9938 MBFTE - (2) FF I cert. exam; (2) Haz Mat; (2) F 820.00 05/24/2022 101-42200-433100 Check Total: 820.00 Vendor: 1364 MOBILE HEALTH SERVICES LLC Check Sequence: 56 ACH Enabled: True 41201 (2) SCBA med. exam; (2) Quantitative Fit test; o 260.00 05/24/2022 101-42200-431990 Check Total: 260.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 57 ACH Enabled: True AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference May 2022 Monthly Allocation - May 2022 5,416.67 05/24/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 58 ACH Enabled: True 052-003 resale- beer 102.00 05/24/2022 609-49750-425200 Check Total: 102.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 59 ACH Enabled: False 7042 CET Grant & Long Term Financial Planning 1,890.00 05/24/2022 101-41520-431990 7043 TIF 1-44 - Washburn - April 2022 4,300.00 05/24/2022 213-00000-220110 7044 21TOO 1 -TIF 1-42 - Headwaters Apartments - Al 215.00 05/24/2022 213-00000-220110 7045 21TOO 1 -TIF 1-43 - Headwaters Villas - April 2C 215.00 05/24/2022 213-00000-220110 7046 TIF 1-45 - Block 52 - April 2022 645.00 05/24/2022 213-00000-220110 7051 CET Grant & Long Term Financial Planning 1,470.00 05/24/2022 101-41520-431990 Check Total: 8,735.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 60 ACH Enabled: True 25794 Technical Assistance - City Projects - April 2022 3,671.45 05/24/2022 101-41910-431990 25794 202041 - The Pointes at Cedar Construction Mgt 237.00 05/24/2022 101-41910-431990 25795 202215 - Featherstone 6th Addition PUD - April 191.00 05/24/2022 101-00000-220110 25795 202216 - Headwaters West PUD Prelim Plat- Ap 191.00 05/24/2022 101-00000-220110 25795 202210 - Deephaven Block 52 Prelim Plat/PUD- 4,262.10 05/24/2022 101-00000-220110 25795 202220 - Taco Bell CUP/PUD - April 2022 1,222.40 05/24/2022 101-00000-220110 25795 202219 - Spaeth Replat/PUD Amendment - Apri 687.60 05/24/2022 101-00000-220110 25796 Technical Assistance - Meetings - April 2022 300.00 05/24/2022 101-41910-431990 Check Total: 10,762.55 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 61 ACH Enabled: True 4699 Solar Rebate Program - Xcel 24,136.68 05/24/2022 101-41310-443992 Check Total: 24,136.68 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 62 ACH Enabled: True 8532896 (30) carbon dioxide solid dry ice; foam cooler 95.98 05/24/2022 101-43120-422100 Check Total: 95.98 Vendor: 5966 PARAMETERS LTD Check Sequence: 63 ACH Enabled: False 58329 Workstation (VL) 1,385.03 05/24/2022 101-41940-424100 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 12 Check Total: 1,385.03 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 64 ACH Enabled: True 154720 Food for Concession Resale @ MCC 590.60 05/24/2022 226-45125-425410 Check Total: 590.60 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 65 ACH Enabled: False 6390711 resale -liquor 878.30 05/24/2022 609-49750-425100 6390711 freight 11.56 05/24/2022 609-49750-433300 6390712 resale - wine 1,619.06 05/24/2022 609-49750-425300 6390712 freight 40.79 05/24/2022 609-49750-433300 6394514 resale - liquor 2,099.12 05/24/2022 609-49750-425100 6394514 freight 25.72 05/24/2022 609-49750-433300 6394515 freight 52.80 05/24/2022 609-49750-433300 6394515 resale- wine 1,771.00 05/24/2022 609-49750-425300 6394515 resale- mix 96.54 05/24/2022 609-49750-425400 664383 resale - liquor credit damaged cap -2.95 05/24/2022 609-49750-425100 664384 resale - liquor credit damaged cap -5.92 05/24/2022 609-49750-425100 Check Total: 6,586.02 Vendor: 5742 LEVI PREUGSCHAS Check Sequence: 66 ACH Enabled: False 5/16/2022 Referee Mens Hockey League (9 Games) 630.00 05/24/2022 226-45127-431990 Check Total: 630.00 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 67 ACH Enabled: False W1047714 #71 - repair hose leaking in rear by counterwiegl 1,630.66 05/24/2022 101-43120-440500 Check Total: 1,630.66 Vendor: 4962 RENGEL PRINTING COMPANY, INC Check Sequence: 68 ACH Enabled: True 143100 (50) Training reports 46.25 05/24/2022 101-42200-421990 Check Total: 46.25 Vendor: 5951 RUFFRIDGE JOHNSON EQUIPMENT COME Check Sequence: 69 ACH Enabled: False IA21807 (6) 7'36" Ser: (18) 36" serrate; 8"x8" tampe; (2) 1,113.13 05/24/2022 101-43120-422100 IA21829 (2)squeegee 93.47 05/24/2022 101-43120-422100 IA21913 (2) squeegee; (6) Rzbk. sq. pt. ; broom handle 145.60 05/24/2022 101-43120-422100 IA22176 (2) control cab; (2) cable tow for paver 1,202.17 05/24/2022 101-43120-422100 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 13 Check Total: 2,554.37 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 70 ACH Enabled: True 1107 resale- beer 490.00 05/24/2022 609-49750-425200 Check Total: 490.00 Vendor: 5804 DANIELLE SCADDEN Check Sequence: 71 ACH Enabled: True boots2022 boots 2022 reimbursement 90.00 05/24/2022 101-45201-421990 Check Total: 90.00 Vendor: 1476 SCHLUENDER CONSTRUCTION INC Check Sequence: 72 ACH Enabled: False 5432 (2) loads red ball diamond aggregate 2,083.08 05/24/2022 101-45203-421990 Check Total: 2,083.08 Vendor: 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 73 ACH Enabled: False 118993162-001 ZPARKS-ELREST - (250) conductor wire; (5) e: 406.98 05/24/2022 101-45201-422500 Check Total: 406.98 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 74 ACH Enabled: True 5/13/2022 Reimbursement - Supplies: Cat Liter, Cat Food, 77.24 05/24/2022 101-42700-421990 May 2nd Semi Monthly Contract Payment 1,622.25 05/24/2022 101-42700-431200 Check Total: 1,699.49 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 75 ACH Enabled: False 2208287 freight 29.17 05/24/2022 609-49750-433300 2208287 resale- liquor 3,126.28 05/24/2022 609-49750-425100 2208288 resale - wine 1,229.16 05/24/2022 609-49750-425300 2208288 resale - liquor 236.80 05/24/2022 609-49750-425100 2208288 freight 30.80 05/24/2022 609-49750-433300 2210877 resale - liquor 1,826.71 05/24/2022 609-49750-425100 2210877 freight 21.00 05/24/2022 609-49750-433300 2210878 freight 24.50 05/24/2022 609-49750-433300 2210878 resale- wine 1,213.50 05/24/2022 609-49750-425300 76245 resale- liquor credit inv. # 2208287 -81.00 05/24/2022 609-49750-425100 76246 resale- liquor credit inv. # 2208288 -2.46 05/24/2022 609-49750-425100 Check Total: 7,654.46 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 76 ACH Enabled: False AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 151485 (400) 50 lb. 23-0-0 Athletic Mix fertilizer 10,584.00 05/24/2022 101-45201-421600 151501 (400) 50 lb. 23-0-0 Athletic Mix fertilizer 10,584.00 05/24/2022 101-45201-421600 Check Total: 21,168.00 Vendor: 5848 HAYDEN STENSGARD Check Sequence: 77 ACH Enabled: True 5/5/2022 Mileage Reimbursement MN DEED Conference 127.53 05/24/2022 101-41910-433100 Check Total: 127.53 Vendor: 1518 TDS TELECOM Check Sequence: 78 ACH Enabled: True 763-271-3257 TDS 99.99 05/24/2022 702-00000-432100 763-295-0078 TDS - Fire 228.71 05/24/2022 702-00000-432100 763-295-0338 TDS 65.93 05/24/2022 702-00000-432100 763-295-2005 TDS 20.11 05/24/2022 702-00000-432100 763-295-3714 TDS- Reservoir 343.11 05/24/2022 702-00000-432100 Check Total: 757.85 Vendor: 2412 TEE JAY NORTH INC Check Sequence: 79 ACH Enabled: False 43996 reset safety beam; lube parts - Hi -Way Liqor froi 271.00 05/24/2022 701-00000-440100 Check Total: 271.00 Vendor: 5422 TERMINIX INTERNATIONAL COMPANY LI Check Sequence: 80 ACH Enabled: False 187220 Pest Control - DMV 57.00 05/24/2022 701-00000-431990 187236 Pest Control - MCC 88.25 05/24/2022 701-00000-431990 187237 Pest Control - Facilities 41.50 05/24/2022 701-00000-431990 187238 Pest Control - Library 57.00 05/24/2022 701-00000-431990 187239 Pest Control - Hi Way Liquor 66.47 05/24/2022 701-00000-431990 Check Total: 310.22 Vendor: 4459 JAMES THARES Check Sequence: 81 ACH Enabled: True 5/5/2022 Milage Reimbursement - (186 Miles) 108.81 05/24/2022 213-46301-433100 Check Total: 108.81 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 82 ACH Enabled: True 71759992 (10) asst. drill bits; PK Ind. chemical; (5) Ty -rap; 420.02 05/24/2022 101-43127-421990 Check Total: 420.02 Vendor: 2614 TITAN MACHINERY Check Sequence: 83 ACH Enabled: False 16934943 GP fuel filter; filter element 112.50 05/24/2022 101-43120-422100 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 15 Check Total: 112.50 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 84 ACH Enabled: False 1049692 resale- mix; barware 705.82 05/24/2022 609-49750-425400 1049692 resale- condiments 46.68 05/24/2022 609-49750-425500 1049692 freight 52.67 05/24/2022 609-49750-433300 Check Total: 805.17 Vendor: 1188 TWAIT WINES, INC Check Sequence: 85 ACH Enabled: False 4684 resale- wine 264.00 05/24/2022 609-49750-425300 Check Total: 264.00 Vendor: 3783 ULINE Check Sequence: 86 ACH Enabled: False 147624192 (3) 7 gal. trash cans; (4) cs. 65 gal. can liner - H: 305.55 05/24/2022 701-00000-421990 148232573 cs. paper towels; 100pk. box cutters; (6) scrapers 94.15 05/24/2022 701-00000-421990 Check Total: 399.70 Vendor: 1544 US POSTAL SERVICE Check Sequence: 87 ACH Enabled: False 5/6/2022 PI 42 - UB May Billing (3652 pcs) (1/2) 841.79 05/24/2022 601-49440-432200 5/6/2022 PI 42 - UB May Billing (3652 pcs) (1/2) 841.78 05/24/2022 602-49490-432200 Check Total: 1,683.57 Vendor: 4774 SALLY VANBROCKLIN Check Sequence: 88 ACH Enabled: False 5/16/2022 Performance @ Farmers Market 5/26/22 200.00 05/24/2022 226-45127-431990 Check Total: 200.00 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. Check Sequence: 89 ACH Enabled: True 9000034577 June 2022 - WWTP Operations & Maintenance 63,809.50 05/24/2022 602-49480-430800 Check Total: 63,809.50 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 90 ACH Enabled: True 2921685 resale- soda pop 942.40 05/24/2022 609-49750-425400 Check Total: 942.40 Vendor: 1684 VINOCOPIA Check Sequence: 91 ACH Enabled: True 303545 resale - wine 112.00 05/24/2022 609-49750-425300 303545 resale - wine n/a 24.00 05/24/2022 609-49750-425400 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 303545 freight 5.00 05/24/2022 609-49750-433300 303546 resale- wine 192.00 05/24/2022 609-49750-425300 304072 resale- wine 208.00 05/24/2022 609-49750-425300 304072 resale -liquor 374.63 05/24/2022 609-49750-425100 304072 resale- mix 120.00 05/24/2022 609-49750-425400 304072 freight 16.50 05/24/2022 609-49750-433300 304073 freight 12.00 05/24/2022 609-49750-433300 304073 resale -liquor 534.37 05/24/2022 609-49750-425100 Check Total: 1,598.50 Vendor: 1555 VONCO II LLC Check Sequence: 92 ACH Enabled: False V20000067593 (8.47) T street sweepings 984.28 05/24/2022 101-43120-431990 Check Total: 984.28 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 93 ACH Enabled: True 9011 April 2022 Water Testing 289.00 05/24/2022 601-49440-431990 Check Total: 289.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 94 ACH Enabled: True 10565 Labor - Install Receptacle for TV @ DMV 127.50 05/24/2022 701-00000-440100 10565 Materials - Box Holders, Receptacle Duplex, Mi 17.80 05/24/2022 701-00000-440100 Check Total: 145.30 Vendor: 1572 THE WINE COMPANY Check Sequence: 95 ACH Enabled: True 203064 freight credit -3.00 05/24/2022 609-49750-433300 203064 resale- wine credit -84.00 05/24/2022 609-49750-425300 204210 resale- liquor 337.34 05/24/2022 609-49750-425100 204210 resale- wine 512.00 05/24/2022 609-49750-425300 204210 freight 18.00 05/24/2022 609-49750-433300 Check Total: 780.34 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 96 ACH Enabled: False 7378817 resale- wine 745.00 05/24/2022 609-49750-425300 7378817 freight 16.50 05/24/2022 609-49750-433300 Check Total: 761.50 Vendor: 1206 WINEBOW INC. Check Sequence: 97 ACH Enabled: True MN00112841 resale- wine 418.00 05/24/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference MN00112841 resale- liquor MN00112841 freight 05/24/2022 Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 5/10/2022 Court Fines & Fees - April 2022 Check Total: Vendor: 1581 WRIGHT CO RECORDER 202200000022 202137 - Order Misc A# 1503371 202200000022 20D004 - Agreement Misc A# 1505117 202200000022 20D004 - Easement & Agreement A# 1505118 Check Sequence: 99 Check Total: Vendor: 5795 WRIGHT COUNTY FINANCE & TAXPAYER C22 Certificate as to Taxes & Taxable Property 01-0, 101-41910-443990 Check Total: Vendor: 1589 ZIEGLER CAT 520236 (2) element; lube filter; fuel filter SO000173671 solenoid assembly cover replaced - Fire Station Check Total: 150.00 Total for Check Run: 101-41520-443990 Total of Number of Checks: 264.00 05/24/2022 609-49750-425100 6.75 05/24/2022 609-49750-433300 688.75 Check Sequence: 98 1,917.39 05/24/2022 101-42100-430410 1,917.39 Check Sequence: 99 46.00 05/24/2022 101-41910-443990 46.00 05/24/2022 101-41910-443990 46.00 05/24/2022 101-41910-443990 138.00 Check Sequence: 100 150.00 05/24/2022 101-41520-443990 150.00 Check Sequence: 101 97.95 05/24/2022 101-43120-422100 954.49 05/24/2022 701-00000-440100 1,052.44 1,192,320.94 101 ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 5/23/22 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (05/18/2022 - 3:26 PM) Page 17 City Council Agenda: 5/23/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 05/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTE Motion to approve new hires and departures for City departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees Name Sarah Patterson Melissa Kirby Stefny Cooper Heidi Blaske Nate Green Title Slide Attendant Parks Worker DMV Clerk DMV Clerk Parks Worker NEW EMPLOYEES Department Hire Date Class MCC 5/12/22 PT Parks 5/16/2022 Seasonal DMV 5/18/2022 PT DMV 6/2/22 PT Parks 6/2/22 Seasonal TERMINATING EMPLOYEES Name Reason Department Effective Date Class Juan Cambara Voluntary MCC 2/27/22 PT Cameron Fischer Voluntary Liquor Store 12/29/21 PT Nicole Smith Voluntary MCC 4/30/22 PT Tara Frandsen Voluntary Liquor Store 5/8/22 PT Victoria Nygaard Voluntary MCC 5/13/22 PT Gavin Wetterhahn Involuntary MCC 5/14/22 PT Catherine Olson Voluntary MCC 5/25/22 PT New Hire and Terms City Council 2022: 5/17/2022 City Council Agenda: 5/23/2022 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 5/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 2/28/2022 2D. Consideration of approving Resolution 2022-57 accepting $25,000 from the Minnesota State Arts Board for creative sutwort to fund cart -time consultant Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 5/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: MontiArts Consultant City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-57 accepting $25,000 from the Minnesota State Arts Board for creative support to fund part-time support staff consultant for MontiArts. REFERENCE AND BACKGROUND MontiArts was recently awarded a $25,000 grant from the Minnesota State Arts Board to fund a part-time consultant for the MontiArts program. As required by state statute, when accepting a grant, the City Council must adopt a resolution specifying the amount of the grant and its intended use. With this grant, MontiArts will bring back Sadie Nielsen; Sadie previously worked as an unpaid intern for MontiArts during her senior year at the Minneapolis College of Arts and Design. She is familiar with the vision of MontiArts, and she will continue to add value to the program now that she's completed her degree in community arts. Sadie will be facilitating some of the programming offered at the arts buildings, hosting some of the public appearances at events like Party in the Park, working with the High School Art Club, helping with social media, and generally contributing wherever she's needed. There is no local match for this grant. STAFF RECOMMENDED ACTION City staff recommends approval of the resolution accepting the grant. SUPPORTING DATA • Resolution 2022-57 CITY OF MONTICELLO WRIGHT COUNCTY, MINNESOTA RESOLUTION NO. 2022-57 RESOLUTION ACCEPTING GRANT FUNDING FROM THE MINNESOTA STATE ARTS BOARD IN THE AMOUNT OF $25,000 WHEREAS, The City of Monticello applied for a grant from the Minnesota State Arts Board for $25,000 for creative support to fund a part-time arts consultant; and WHEREAS, The City of Monticello was notified by the Minnesota State Arts Board that the City received an award of $25,000 for creative support; and WHEREAS, there is no local match for the grant. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: That the City Council authorizes accepting grant funding of $8,000 from the Minnesota State Arts Board. Adopted by the Monticello City Council this 23rd day of May, 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 05/23/2022 2E. Consideration of approving a Special Event Permit allowing use of West Bridge Park, city streets and related assistance for Party in the Park on July 13, 2022 and approving off-site liquor license for VFW for the event. Applicant: Monticello Chamber of rnmmarra Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 05/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director, Streets City Administrator Superintendent ACTION REQUESTED Motion to approve a special event permit allowing use of West Bridge Park, city streets and related assistance for Party in the Park on July 13, 2022 and approving off-site one -day liquor license for the VFW for the event. The special event permit approval is contingent on continued site coordination with the Parks & Recreation Department and the Street Department and notification of adjacent property owners by the permit holder. REFERENCE AND BACKGROUND The City Council is asked to consider approving a special event permit for Party in the Park on Wednesday, July 13, 2022, from 5:00 — 8:00 p.m. Council approval is requested for use of West Bridge Park for the event. In addition, the applicant requests the following City assistance: • Close River Street— Hwy 25 to Walnut (7:00 a.m. — 10:00 p.m. on July 13) • "No Parking' signs posted at West Bridge Park parking spaces (7:00 a.m. —10:00 p.m. on July 13) • Street barricades (In place 7:00 a.m. on July 13) - Walnut Street at River Street - River Street at Hwy 25 - Entrance/Exit to City parking lot • Cones (7:00 a.m. on July 13) • Pedestrian crosswalk markers (7:00 a.m. on July 13) • Trash receptacles (July 13) • Extra picnic tables near gazebo (9:00 a.m. on July 13) • Request for "Pedestrians in Crosswalk" signs in downtown area (if available) • Approval of the use of City parking lots in the downtown area including Cedar Street garden center (July 13) City Council Agenda: 05/23/2022 The Chamber also requested permission to place a black sign in front of the wastewater treatment plant on East Broadway and a sign at West Bridge Park advertising the event. The Chamber will coordinate utility locates with public works. The Wright County Sheriff's Office has been in contact with the Chamber and will be assisting with any law enforcement concerns. Finally, City Council is asked to approve an off-site liquor license for the VFW for the event. Cities may authorize a holder of a retail on -sale intoxicating liquor license to serve liquor off their licenses premises at a community festival held within the city. Budget Impact: None. II. Staff Workload Impact: Staff impacts are as noted above and include drop-off and pickup of barricades, placement of "No Parking" signages, picnic tables and trash/recycling receptacles. III. Comprehensive Plan Impact: This event supports the Monti2040 Value Statement of supporting a vibrant downtown as a focal point for our community. STAFF RECOMMENDED ACTION City staff recommends approval of the Special Event Permit for Party in the Park on July 13, 2022, approval of the off-site liquor license for the VFW for the event and waiving the special event permit fee contingent on-site coordination with Public Works and the Parks and Recreation Departments and verification of notification of adjacent property owners by the permit holder. SUPPORTING DATA A. Application B. Event Map C. Certificate of Liability CITY OF Monticdo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . info a?ci.monticello.mn.us Special Event Permit Application Checklist - Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 1 PROPERTY O. Property Address B 1,71 M, jii111111 .0/ •- ..�. • •� • Owner Name��i►''IZ��i.h l ', Address OwnerOwner Email ApplicantOwner 1<:��. - / r ��, .�►i'�h..; ►��� ,,. �.� ..ill Address AIM& 901 Man "'A U111111`11101 0.11113-01fift, j ApplicantApplicant . - ii�f�1�i t r Name of Event Location/Address of E- MRn ' i.�iM' /I ►lei Dates & Times of Event - Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 1 APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/25/16 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. S. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. 07/25/16 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. Signature (Date) CITY APPROVAL (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 07/25/16 4 Party in the Park (Downtown Block Party) Information Sheet Date: Wednesday, July 13th 2022 Time: 5:OOPM - 8:OOPM Place: West Bridge Park, 107 River St E, Monticello See attached map Attachments provided: Layout of Party in the Park Certificate of Insurance - Event Certificate of Insurance - Liquor by Monticello VFW Overview: The Party in the Park is being sponsored by all interested downtown and Chamber businesses. This event is being sponsored by the Chamber of Commerce. It is open to the public and is with the purpose of promoting the downtown area, bringing awareness to the public of all of the businesses located downtown and as a way to bring the community together for a day of inexpensive fun. Insurance Information: Event Insurance - Insurance for the event has been secured through the sponsorship of the Monticello Chamber of Commerce and Foster White Insurance Agency. The City of Monticello has been named as additional insured on the policy See attached event insurance information. Liquor Service & Insurance - The Monticello VFW is providing the permit & insurance and will be at the event. They will have a representative at the event to oversee the sale of beer at the event. We have secured one officer from the Wright County Sherrif's Office as well as two reserves who will be on-site from 5:00-&00pm The Monticello VFW has a liquor license, and liquor liability insurance which will name The City of Monticello as additional insured for this event. See attached licenses and insurance information. Street & Parking Lot Closing Information: We are requesting the temporary closing of River Street, from the corner of Hwy 25 to the corner of Walnut St next to stairway. (see map) Wednesday, July 13th from 7AM - 10:00 PM. We are also requesting temporary NO PARKING signs be posted at the parking spaces to West Bridge Park. Wednesday, July 13th to begin at 7 AM through 10PM. This will ensure that their will not be any parked cars in the area at 7AM Wed. City Equipment and Assistance Requested: See attached site map for details. Assistance We are asking the city for assistance in the following ways - Place as indicated the following items No Parking Signs at the parking spaces at West Bridge Park by 7AM on Wed. 7/13/22 Street barricades 7 AM on Wed. 7/13/22 Cones 7AM on Wed. 7/13/22 Pedestrian crossing markers 7AM on Wed. 7/13/22 Picnic tables 9AM on Wed. 7/13/22 Secure permission to place a black sign on the grassy area in front of the water treatment plant on East Broadway. (no assistance needed - just permission) Equipment (10) Trash Cans (25) Picnic Tables (10) orange cones (4) Stop for Pedestrians in Cross Walk Signs in the downtown area (if available) No Parking Signs Street Barricades Walnut Street at River Street River Street at Hwy 25 Entrance/Exit to City parking lot BMd Beer West t S}Bridg.e.Park s. Drawers of Davlee ad S /SSA Garii -: a Bliss Salon • _ t r L East Bridge• a H&f2 B c Going,!n Style • Park -, ., � � ..•.., F � c �,, � Thr F : � � � .. UU' it e Murrays • . ` f V% • n IAI'Alive-"If *he ran Church Walgreens Cor' ' x` `� r ar Handle Bats Barker Shop° Cafe & Catering° / 01<,en Computer Repair f t µ ^.. Live Laugh A .a, Bloom Floralr * Action Plus Temporary Services �� - � state '•� { �nCe Ag0nt;, rest stop Montic?1!r�` MN �c . F Domino -'s Pizza s y ,► . ,C8 i n Mississ1%. Just Saw supply y f }: and Equipment Belde`Ghiroprac is ; ''1► Google/ Peterson-Grimsmc Finders keepers Gift �,� Handicap Parking Barricade ••.•••••. Pedestrian Traffic 13 Parking Pedestrian Walkway '\., ♦ "z �, - TRAIN ROUTE BARACADE SA4 WED, JULY 13� 2022 5-8 PREGULAR ,^,,�,� PORTABLE BATHROOM } '�,. ay.'."+'.' ? '• " /*w.' 16 /! so f 4cl> GARBAGE CAN OBSTACLEi. PICNIC TABLE COURSE GAME H fiJDICAP es lery ' p Bridge Park �. R } LAR -r ART TRAIN LOADING & ` :t i) '- UNLOADING LOCAT N MDS GAME o �. AR EA a HANDICAP We NO THROUGH TRAFFIC/ S 1 R /� MONTCHA-01 MSHARPE ,acoRv CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 3/14/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ' CONTACT Meghan Sharpe INAME Foster White Agency, Inc. jA/c°,NN ,Ext): (763) 271-2614 (A/CC No):(763) 295-3010 114 West 3rd Street STE 200 E-MAIL Monticello, MN 55362 ADDRESS: msharpe@foster-white.com INSURED Monticello Chamber of Commerce INSURER C: PO Box 192 INSURER D: Monticello, MN 55362 INSURER E INSURER F: INSURERS AFFORDING COVERAGE I NAIC # West Bend Mutual Insurance Co 115350 117r1VFRArZFC CFRTIFIrATF NII IMRFR• RF\lICInKI All IMRGR• 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. INSR! LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/ POLICY EXP MM/DD/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 7 CLAIMS-MADEX OCCUR 11078042 X 4/20/2022 4/20/2023 DAMAGE TO RENTED 300,000 Ea occurrence $ -PREMISES MED EXP (Any oneperson) $ PERSONAL & ADV INJURY $ 1,000,000 _ GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY � PEC LOC �i PRODUCTS - COMP/OP AGG $ 2'000'000 $ OTHER: A ! AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident)$ BODILY INJURY Perperson) $ ANY AUTO 1078042 4/20/2022 4/20/2023 OWNED SCHEDULED AUTOS ONLY AUTOS I BODILY INJURY Per accident $ J( HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ $ A X UMBRELLA LIAB X IOCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 EXCESS LIAB CLAIMS -MADE 1078042 4/20/2022 4/20/2023 DED X RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N f A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT A 1D&O 108883213 4/20/2022 4/20/2023 Aggregate 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Monticello is Additional Insured per form CG2026 1219. RE: Art in the Park/Taste of Monticello and Party in the Park Events r'FRTIFIr'_ATF WnI r1FR r AAIrFI i ATIr KI ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cit f Monticello City o THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 505 Walnut Street Monticello, MN 55362 AUTHORIZED REPRESENTATIVE l ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 1078042 COMMERCIAL GENERAL LIABILITY CG 20 26 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): City of Monticello 505 Walnut St, Monticello, MN 55362-8821 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: 1. In the performance of your ongoing operations; or 2. In connection with your premises owned by or rented to you. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 26 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 City Council Agenda: 05/23/2022 2F. Consideration of approving a Special Event Permit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello on Saturday, July 16. 2022. Applicant: Monticello Chamber of Commerce Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 05/23/2021 ❑ Regular Agenda Item Reviewed by: Approved by: City Administrator ACTION REQUESTED Motion to approve a special event permit allowing use of Ellison Park, picnic tables and related assistance in conjunction with Art in the Park/Taste of Monticello. REFERENCE AND BACKGROUND The City Council is asked to consider approving a special event permit for the Art in the Park/Taste of Monticello event on July 16, 2022, from 8:00 a.m. — 3:00 p.m. Council approval is requested for use of Ellison Park from 5:00 a.m. — 5:00 p.m. to allow set-up and tear -down time. The Chamber will be responsible for set-up and tear -down related to the event and will provide portable satellites and waste disposal services. The Chamber is requesting: • 20 picnic tables set up near Lion's Den • 10 orange cones set up on both ends of the park • "No parking" sings near shuttle drop off • Hanging of banner The Wright County Sheriff's Office has been in contact with the Chamber and will be onsite during the entire event assisting with any law enforcement concerns. This event is held as the same time as Riverfest but is a separate event. Riverfest will be serving beer out of the Lion's Den during the event. The Lion's hold the liquor license and insurance liability for this part of the day. Budget Impact: Potential for minor loss of park rental revenue and special event permit fee. II. Staff Workload Impact: The Parks & Recreation Department staff will assist during the week prior to the event preparing for this activity, in addition to other Riverfest activities. City Council Agenda: 05/23/2022 III. Comprehensive Plan Impact: This event supports the Monti2040 Value Statement of supporting a vibrant downtown as a focal point for our community. STAFF RECOMMENDED ACTION City staff recommends approval of the Special Event Permit. SUPPORTING DATA A. Application B. Event Map C. Certificate of Liability CITY OF Monticeflo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite I Monticello, MN 55362 (763) 295-2711 . info(a�ci.monticelio.mn.us Special Event Permit Application Checklist lf� Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 53302 7-1.1, PROPERTY INFORMATION • ..-MUNN • .. P , � iffy, " 4 Mi ��iL Ui . - • . - rhDwk��il1 - -1 1 11 11 1111r� • • - 1 �"1M�I�I�i�l 1iM t�i/�IM-15NA�� r.i,11j, /, 0 rig! I ilia lf� Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 53302 7-1.1, APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/25/16 2 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. 07/25/16 Property Owner's Statement I am the fee title owner of the described property and i agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. CITY APPROVAL w wY zry- (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable) Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 07/25/16 4 Special Event Permit -2019 Art in the Park/Taste of Monticello Saturday, July 16, 2022, 8:00 am -3:00 pm Description of event -This event has been in existence for 30 years. It takes place on the banks of the Mississippi River in Ellison Park from 8AM-3PM. Although it is not part of Riverfest, it does run at the same time as our community festival. Chamber staff/volunteers will mark the grass in the park with spray paint a day or two before the event. Some vendors choose to set up the night before however, it is at their own risk. Wright County Sheriff department is aware that there could be some vendors set up early. Most vendors begin to set up on Saturday at 5AM. Vendors bring tents and product to the park. Restaurants and local entertainment require electricity. Wes Olson Electric assists with electrical set up and ensures everything works properly. Wright County Sheriff are onsite during the entire event. No alterations are made to the City Park for this event. Monticello Chamber carries appropriate insurance coverage. To my knowledge, there has not been an adverse effect from hosting Art in the Park/Taste of Monticello in the past. The Monticello Chamber pays a portion of portable toilet expense and waste disposal to Riverfest for using facilities already in place in the park for this event. Chamber staff alerts the Sheriff's department of our event when vendors set up early and this typically encourages more patrols during the evening before the event. Riverfest serves beer out of the Lion's Den during the event. They also hold the bean bag tournament on the East end of the park. The Lion's hold the liquor license and insurance liability for this part of the day. Art vendors are notified to not park on the heliport at CentraCare. City Equipment & Assistance Requested: (20) Picnic Tables set up near Taste of Monticello/Lions Den (10) orange cones to block off driveways on both ends of the park No parking signs near Shuttle Bus drop off and pick up area. Shuttle Stop sign and bench setup for riders near restrooms. Banner hung up at park entrance off of Washington Ave Riverfest Bean Bag Caution Heliport: No Parking! p g. (Watch for signs) Tournament VENDOR PARKING (CENTRACARE HEALTH PARKING LOT) (East Side of the Park) _ O z w O J J W _U F— z O U- 0 F-- t� Q F- BEER TENT LIONS DEN 0 w C: L 4- 0 ai V) ru w O RESTROOMS EAST RIVER STREET ._J vFF:S %F IN THE woK;uex�a c��aeta ar co�uatr,ct s-#nvx�nTwi 2022 71 8 9 10 11 12 13 14 15 21 20 0 19 18 176 81 80 79 38 39 40414210 43 76 77 78 75 52 51 50 49 48 47 46 45 44 74 { � 73 53 54 55 56 57 58 �w� 59 72 71 60 PLAYGROUND 61 C 62 63 0 68 64 SWING SET 67 SHELTER 66 INFORMATION 65 \Y:0 \1� �, -�z - KIDS TRAIN RIDES 69 �y ��PpN Po�NC� P MISSISSIPPI RIVER D z O z Fn � ■ �Vil�l. n. Chamber of Commerce FOR MORE INFORMATION CONTACT MCCI AT 763.295.2700 "FREE COFFEE & DONUTS \ FOR VENDORS IN SHELTER 27 26 25 24 23 22 129 30 31 32 33 34 35 36 37 ._J vFF:S %F IN THE woK;uex�a c��aeta ar co�uatr,ct s-#nvx�nTwi 2022 71 8 9 10 11 12 13 14 15 21 20 0 19 18 176 81 80 79 38 39 40414210 43 76 77 78 75 52 51 50 49 48 47 46 45 44 74 { � 73 53 54 55 56 57 58 �w� 59 72 71 60 PLAYGROUND 61 C 62 63 0 68 64 SWING SET 67 SHELTER 66 INFORMATION 65 \Y:0 \1� �, -�z - KIDS TRAIN RIDES 69 �y ��PpN Po�NC� P MISSISSIPPI RIVER D z O z Fn � ■ �Vil�l. n. Chamber of Commerce FOR MORE INFORMATION CONTACT MCCI AT 763.295.2700 "FREE COFFEE & DONUTS \ FOR VENDORS IN SHELTER MONTCHA-01 MSHARPE ACORO DATE (MM/DD/YYYY) CERTIFICATE OF I�IA1�9(URANCE 3/14/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ' NAMEACT Meghan Sharpe Foster White Agency, Inc. 114 West 3rd Street STE 200 A/CC,NNo, Ext): (763) 271-2614 { (AIC, No):(763) 295-3010 Monticello, MN 55362 a nlZF..R: msharpe@foster-white.com I INSURED Monticello Chamber of Commerce PO Box 192 Monticello, MN 55362 INSURER F: Mutual Insurance Co 115350 CnVFRAnFS CFRTIF'ICATF NIIMRFR- RFVISION NIIMRFR- 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. INSIR LTR TYPE OF INSURANCE ADDL D SUBR' WVD I POLICY NUMBER i POLICY EFF MM/DDI POLICY EXP MM DD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 1 X OCCUR X 1078042 4/20/2022 4/20/2023 EACH OCCURRENCE $ 1,000,000 300 000 PREM SES (Ea oNTur en $ ' MED EXP (Any oneperson) $ I PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: HOTHER:POLICY JECOT- F7,LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $2'000'000 $ A AUTOMOBILE X 1 LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED X ' NON -OWNED AUTOS ONLYAUTOS ONLY 1078042 4/20/2022 I 1 4/20/2023 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ I BODILY INJURY Per person)$ BODILY INJURY Per accident ' $ PROPERTY DAMAGE Per accident $ $ A X i ;EXCESS UMBRELLA LIAB LIAR X OCCUREACH CLAIMS -MADE 1078042 4/20/2022 4/20/2023 OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,0-00 DED X I RETENTIONS 0 i WORKERS COMPENSATION AND EMPLOYERS' LIABILITY IN ANY PROPRIETOR/PARTNER/EXECUTIVE Y'� OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes: describe under DESCRIPTION OF OPERATIONS below N/A I ! PEROTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT A iD&O 11088832 i 13 4/20/2022 4/20/2023 (Aggregate 1,000,000 DESCRIPTION OF OPERATIONS ! LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Monticello is Additional Insured per form CG2026 1219. RE: Art in the Park/Taste of Monticello and Party in the Park Events GERTIFICATE HOLDER CANCELLATION City of Monticello 505 Walnut Street Monticello, MN 55362 ACORD 25 (2016/03) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 1078042 COMMERCIAL GENERAL LIABILITY CG 20 26 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): City of Monticello 505 Walnut St, Monticello, MN 55362-8821 IInformation required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: 1. In the performance of your ongoing operations; or 2. In connection with your premises owned by or rented to you. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 26 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 City Council Agenda: 5/23/2022 2G. Consideration of approving an amendment to Agreement No. 14-52 between Wright County and the City Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 5/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve an amendment to agreement No. 14-52 between Wright County and the City of Monticello. REFERENCE AND BACKGROUND In 2015 the City of Monticello and Wright County entered into an agreement regarding intersection improvements at CSAH 75 (Broadway Street) and MNDOT Trunk Highway 25 (Pine Street). The 2015 agreement stated the City and County would mutually determine the appropriate geometric design along Broadway Street to the west of Pine Street at the time redevelopment occurs. The proposed amendment recommended for City Council approval delays these intersection improvements until such time that traffic volumes warrant it. When warranted, the City and County will mutually determine the appropriate design along Broadway Street and Pine Street. Consistent with the original agreement, Wright County will not participate in any associated costs with the needed future improvements to Broadway Street at the intersection. Budget Impact: Future budget impacts are expected at time improvements are warranted. II. Staff Workload Impact: Minimal staff time impact is expected. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the amendment to the agreement. SUPPORTING DATA A. Original Agreement 14-52 B. Draft Amendment to Agreement 14-52 C. Street Diagram AGREEMENT NO. 14-52 JNTv p,o G �Z � Z = m 6 � O Zl dl' 7855 WRIGHT COUNTY DEPARTMENT OF HIGHWAYS COOPERATIVE FUNDING PARTICIPATION AND CONSTRUCTION AGREEMENT BETWEEN THE COUNTY OF WRIGHT and THE CITY OF MONTICELLO For CONSTRUCTION OF IMPROVEMENTS FOR: INTERSECTION IMPROVEMENTS AT CSAH 75 & T.H. 25 SP 222-010-003 SP 086-675-019 FAAGREEMN71Monti.75.25.intmwtion. 10. 1 4.2014.docx December 23, 2014 COOPERATIVE AGREEMENT THIS AGREEMENT, made and entered into by and between the County of Wright, Minnesota, acting by and through its County Board of Commissioners hereinafter referred to as the "County" and the City of Monticello, Minnesota, acting by and through its City Council, hereinafter referred to as the "City". WITNESSETH: WHEREAS, the City of Monticello is proposing improvements to the intersection of T.H. 25 & CSAH 75 to provide for existing and future economic growth of this area of the City, and WHEREAS, CSAH 75 currently has two (2) travel lanes in each direction of the intersection with T.H. 25 which meets the MnDOT State Aid geometric design standards for the traffic levels that exist currently, and WHEREAS, the County has offered financial support for the project that enabled the City to successfully acquire $1.2 million in Federal Funds through Region 7W, with the condition that two (2) travel lanes be maintained along CSAH 75 to accommodate the existing and future capacity that is needed,and WHEREAS, the City has proposed an "interim — short term" plan phase (shown on attached Figure 4) that would reduce CSAH 75 to one (1) travel lane west of TH 25 with a contingency plan (shown on attached Figure 2) that would provide two (2) travel lanes in each direction on CSAH 75, and WHEREAS, the County will contribute financially towards the project in an amount equivalent to what the County had planned to spend on a future mill & bituminous overlay, for the segment limits of the City's project. WHEREAS, plans and specifications will be prepared by the City for improvements to the intersection of State TH 25 and CSAH 75 in the City of Monticello, and The project includes, but is not limited to, pavement reconstruction, turn lanes, traffic control signal system, concrete median, access modification, and other miscellaneous improvements along CSAH 75 (from 250' west of Walnut Street to 200' east of Cedar Street) within the corporate limits of Monticello, and WHEREAS, this cooperative agreement between the County and the City outlines the responsibilities and financial commitments for the proposed project, and NOW THEREFORE, IT IS MUTUALLY AGREED AND UNDERSTOOD THAT: Article 1 The City shall construct or cause to be constructed a project meeting state aid standards of highway improvements including, roadway, utility, drainage, traffic control signal system revisions, and other miscellaneous improvements upon or along CSAH 75 within the City limits in accordance with the approved plans and specifications as prepared by the City's consultant engineer, and as approved by the MnDOT State Aid Office and the County, and on file at the office of the County Engineer. Article 2 The City and County will collaboratively determine the appropriate solution(s) for traffic safety/capacity issues along CSAH 75 that might arise due to the geometric design of the "interim — short term" plan (see attached Figure 4). The City has developed a contingency plan (see attached Figure 2) that can be implemented should traffic issues arise. Article 3 The County will contribute financially towards the City project in the amount of $90,000, which is equivalent to a future mill & bituminous overlay of the segment of CSAH 75 affected by the City project. Upon contract award of the City project, the City will invoice the County Highway Department an amount of $90,000 that will be paid from the 2015 Highway Maintenance budget. Article 4 At such time in the future that redevelopment occurs on the blocks adjacent to CSAH 75 west of TH 25, the City and County will mutually determine the appropriate geometric design along CSAH 75, consistent with MnDOT State Aid standards. The County's future cost participation will be consistent with section B of the County's Cost Participation Policy for development driven projects, dated May 6, 2014 (copy attached). Article 5 The City shall be responsible for all field inspection of materials (Including required testing at intervals outlined in the latest MnDOT Materials Control Schedule, which must be included in the project proposal), quantities, and contractor performance (Including submittal of Change in Construction Status forms, and all other required forms, to be submitted to the MnDOT District 3 State Aid Engineer, with copies to the County) for the highway improvement project. Weekly Construction Diary forms should be submitted to the County for auditing purposes. The City will monitor the wage rates to insure that the contractor and subcontractors have complied with the wages as specified, and that the contract has complied with the EEO requirements. Article 6 The City shall provide to the County Engineer an as built plan of the highway improvements. The as built plans shall be submitted to the County within six months of the final completion date of the project. The City shall keep records and accounts that enable it to provide the County with the following information, for auditing purposes since improvements are being made to a County State Aid Highway. 1. Copies of the Final Payment voucher prepared by the City for the Contractor's work. 2. Copies of the endorsed and canceled City warrant(s) or check(s) paying for final contract construction, or computer documentation of the warrant(s) issued certified by an appropriate City official that final construction contract payment has been made. Copies of all construction contract change orders and/or supplemental agreements. 4. A certification form signed by the City's Engineer in charge of the contract construction attesting to the following: a. Sastifactory performance and completion of all contract construction in accordance with County and State Aid approved City plans, specifications and/or special provisions. b. Acceptance and approval of all materials furnished for the County cost participation construction covered under this Agreement relative to compliance of those materials to MnDOT's current edition of the "Standard Specifications for Construction". c. Full payment by the City to its contractor for all contract construction. Article 7 Upon completion of the project, maintenance responsibilities for the project limits on CSAH 75 will be in accordance with applicable provisions of section C of the County's Cost Participation Policy dated May 6, 2014 (copy attached). Article 8 The City shall indemnify, save and hold harmless the County and all of its agents and employees of any form against any and all claims, demands, actions or causes of action of whatever nature or character arising out of or by reason of the execution or performance of the work provided for herein to be performed by the City. The County shall indemnify, save and hold harmless the City and all of its agents and employees of any form against any and all claims, demands, actions or causes of action of whatever nature or character arising out of or by reason of the execution of performance of the work provided for herein to be performed by the County. Article 9 It is further agreed that any and all full-time employees of the County and all other employees of the County engaged in the performance by any work or services required or provided for herein to be performed by the County shall be considered employees of the County only and not of the City and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the County. It is further agreed that any and all full-time employees of the City and all other employees of the City engaged in the performance by any work or services required or provided for herein to be performed by the City shall be considered employees of the City only and not of the County and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees which so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the City. L'1 Article 10 Before this agreement shall become binding and effective it shall be approved by the City Council of Monticello and it shall also be approved by the County Board and such other officers as law may provide. IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized officers and caused their respective seals to be hereunto affixed. COUNTY OF WRIGHT Recommended for Approv. - r ✓LfJQ County trigineer APPROVED: hair, County Board le County oo inator County Atto tt�e CITY OF MONTICELLO Reco; mended for Approval: ✓/ 1 Ci ngmeer APPROVED: \ 1 Mayor /y ii Ci minist/ratory''''� e',Zity Attortr H -;R_15 Date 0,,ary0A U �ie I M X865 WRIGHT COUNTY DEPARTMENT OF HIGHWAYS Wright County Public Works Building 1902 Highway 25 North Buffalo, MN 55313 Jct. T.H. 25 and C.R. 238 Telephone: (763) 682-7383 FAX: (763) 682-73I3 TO: Wright County Cities and Townships} FROM: Virgil Hawkins, County Engineer fV DATE: May 12, 2014 VIRGM RAWKUrS, P.E, Highway Engineer CHAD RAUSMANN, P.E. Assistant Highway Engineer STEVE MEYER Maintenance Superintendent MARK JOHNSON ®p Right -of -Way Agent SUBJECT: Amended Cost Participation Policy for Highway Construction Projects The Wright County Board of Commissioners, at its May 6t', 2014 meeting, unanimously voted to adopt a new Cost Sharing Policy for Highway Construction Projects in Wright County. Please find enclosed a copy of the following: • Copy of Executive Summary of the Cost Participation Policy Update • Resolution 14-18, dated May 6, 2014 • Copy of Amended Cost Participation Policy, as adopted Please direct any questions you have regarding this policy either to me or Chad Hausmann, Assistant County Engineer. Enclosures cc: County Commissioners Lee Kelly, County Coordinator Brian Asleson, Deputy County Attorney Chad Hausmann, Assistant County Engineer HIGHWAY COST PARTICIPATION POLICY UPDATE Executive Summary Goals 1. Update existing cost participation policy (adopted March 1993) to include conventional projects (projects in the County 5 -Year CIP) and development -driven projects (projects not in the 5 -Year CIP). Development -driven projects are not addressed in the 1993 policy. 2. Update policy to include missing elements like roundabouts, electric(specialty signs, trails, landscaping, aesthetic treatments, pedestrian ramps (ADA), and any other items that are identified through this participative update process. Objectives (recognizing that all projects are not the same) 1. Ensure an equitable and consistent approach for all projects regardless of location. 2. Remove uncertainty so that cities and developers understand county expectations related to cost share for improvements on county highways needed to accommodate development. 3. Update past practices by comparing 1993 policy, other counties' current policies, and by receiving input from cities and townships. Background Study The Transportation Committee of the Whole, at the May 21, 2013 meeting, directed the County engineer to compile a summary of Wright County's Cost Participation Policy, dated 1993 (including comparisons to several surrounding counties and past practices of Wright County). The county engineer was directed to send this information to all cities and townships in Wright County to solicit input for future discussion about an update to the policy. Two notices were sent to all of the cities and townships, dated July 12, 2013 and August 22, 2013. The county engineer was also invited to attend and met with the city administrators group on August 22, 2013 to discuss the county's desire to update this policy, to seek input to make the new policy more equitable, and to include items that the current policy does not address. The county engineer received input from 10 cities and three townships for updating the Cost Participation Policy. The County Board, at its January 7, 2014 Board Meeting, scheduled a public meeting date of Wednesday, February 12, 2014 at 3:30 pm to receive public input from all cities and townships for the proposed updated cost participation policy. Page 1 of 2 2014 Cost Share Policy — Executive Summary WRIGHT COUNTY VERGD. G. HAWIONS, P.E. Highway Z DEPARTMENT OF IE�IIIcGiKWAYS Engineer (763) 682-7388 = Z o m CHAD D. HAUSMANN, P.E. Assistant Highway Engineer 91 1901 Wright County Public Works Building (763) 682-7387 Highway 26 North -4V X866 Buffalo, MN 66313 MARE A. JOHNSON Right -of -Way Agent Jct. T.S. 26 and C.R. 138 1763) 682-7386 Telephone: (763) 682-7383 FAB: (763) 682-7313 HIGHWAY COST PARTICIPATION POLICY UPDATE Executive Summary Goals 1. Update existing cost participation policy (adopted March 1993) to include conventional projects (projects in the County 5 -Year CIP) and development -driven projects (projects not in the 5 -Year CIP). Development -driven projects are not addressed in the 1993 policy. 2. Update policy to include missing elements like roundabouts, electric(specialty signs, trails, landscaping, aesthetic treatments, pedestrian ramps (ADA), and any other items that are identified through this participative update process. Objectives (recognizing that all projects are not the same) 1. Ensure an equitable and consistent approach for all projects regardless of location. 2. Remove uncertainty so that cities and developers understand county expectations related to cost share for improvements on county highways needed to accommodate development. 3. Update past practices by comparing 1993 policy, other counties' current policies, and by receiving input from cities and townships. Background Study The Transportation Committee of the Whole, at the May 21, 2013 meeting, directed the County engineer to compile a summary of Wright County's Cost Participation Policy, dated 1993 (including comparisons to several surrounding counties and past practices of Wright County). The county engineer was directed to send this information to all cities and townships in Wright County to solicit input for future discussion about an update to the policy. Two notices were sent to all of the cities and townships, dated July 12, 2013 and August 22, 2013. The county engineer was also invited to attend and met with the city administrators group on August 22, 2013 to discuss the county's desire to update this policy, to seek input to make the new policy more equitable, and to include items that the current policy does not address. The county engineer received input from 10 cities and three townships for updating the Cost Participation Policy. The County Board, at its January 7, 2014 Board Meeting, scheduled a public meeting date of Wednesday, February 12, 2014 at 3:30 pm to receive public input from all cities and townships for the proposed updated cost participation policy. Page 1 of 2 2014 Cost Share Policy — Executive Summary Proposed Cost Share Policy Summary The proposed cost share policy contains two tables, which are attached to this summary, one for conventional projects (CIP) and one for development -driven projects (Non-CIP). 1. Conventional projects are projects programmed in the County 5 -Year Capital Improvement Plan (CIP). These are typically projects that have been planned for some time and involve improvements to county roads to mitigate safety or improve traffic capacity. They can have regional significance, often receive grants, and are either already budgeted or budgeted contingent on receiving grants. a. The table and accompanying notes for conventional projects (CIP) are a change from the existing (1993) policy that did not differentiate between conventional projects and development -driven projects. b. Changes to the 1993 policy include: addition of roundabouts, intersection lighting, pedestrian underpasses/overpasses, aesthetic treatments, highway signs, electronic/dynamic signs, and noise walls. A revision to the trail cost share includes a reference to the Wright County Trail & Bikeway Plan, 2. Development -driven projects are projects that are not programmed in the County 5 -Year CIP. These projects, which impact our highway system by triggering improvements, are typically required to accommodate imminent development or to stimulate development. County funding has not been identified for these projects in the current budget or CIP. They often require special funding or require previously programmed CIP projects to be delayed (if the county were to participate). a. The table and accompanying notes for development -driven projects (non-CIP) is a new policy. The municipality is responsible for all of the cost of county road improvements required for these non-CIP projects, unless an agreement is reached between the county and municipality for funding. Maintenance The final section of the proposed cost share policy outlines maintenance responsibilities for projects constructed under the policy. This is a new addition to the Cost Participation Policy, as the 1993 policy did not address this at all. This policy includes some past practices, like storm sewer maintenance by municipalities, and adds language for the new items like roundabouts, signs, lighting, noise walls, etc. Conclusion The proposed policy meets the defined goals and objectives and is an equitable and fair approach to sharing in the cost of county highway projects with municipalities and townships. The new proposed policy, as attached and adopted by the County Board on May 6, 2014 puts Wright County in line with surrounding counties for cost participation with municipalities and correlates to the majority of the changes as requested by the cities and townships that provided input into this process. Page 2 of 2 2014 Cost Share Policy— Executive Summary BOARD OF COUNTY COMMISSIONERS WRIGHT COUNTY, MINNESOTA Date Mav 6.2014 Resolution No. 14-18 Morton by Commissioner Potter Seconded by Commissioner Daleiden WHEREAS, an established funding policy for construction projects on County State Aid Highways and County Roads in Wright County provides for consistency and allows for better planning for both Wright County and other local units of government involved in the improvement project; AND WHEREAS, input was received by cities and townships at a public meeting that was held on February 12, 2014 to update the current funding policy (dated 3/23/93); AND WHEREAS, the Wright County Board has subsequently discussed the updated policy at a Transportation Committee meeting on April 1, 2014; AND WHEREAS, an updated cost sharing policy provides for. I. An equitable and consistent approach for all projects, regardless of locatiom 2. Ability of local units of government to provide input to improvement projects and to commit them, financially, to some of the decisions that are made. 3. Ability of County to distribute its improvement funds to more projects in more communities. 4. Updates that include missing items from the previous policy (roundabouts, electridspeciaity signs, trails, landscaping, pedestrian ramps, etc.) AND WHEREAS, the County Board has determined that the present policy needs some modifications. 1. That the attached policy is hereby adopted. 2. That the attached policy supersedes the construction funding policy adopted by the Wright County Board on Match 23,1993. 3. That the policy be implemented on all fixture projects and on all current projects in which a funding agreement has not yet been approved by Wright County. STATE OF MINNESOTA) as. County of Wright ) NO HUSOM SAWATZKE DALEIDEN POTTER BORRELL I, Sue Vergin, duly appointed, qualified, and acting Clerk to the County Board for the County of Wright, State of Minnesota, do hereby certify that I have compared the foregoing copy of a resolution or motion with the original minutes of the proceedings of the Board of County Commissioners, Wright County, Minnesota, at their session held on the 66` day of May, 2014 on file in my office, and have found the same to be true and correct copy thereof. Witness my hand and official seal at Buffalo, Minnesota, this 616 day of May, 2014. Su ergin, Assistant Co Coordinator YES HUSOM X SAWATZKE X DALEIDEN X POTTER X BORRELL X STATE OF MINNESOTA) as. County of Wright ) NO HUSOM SAWATZKE DALEIDEN POTTER BORRELL I, Sue Vergin, duly appointed, qualified, and acting Clerk to the County Board for the County of Wright, State of Minnesota, do hereby certify that I have compared the foregoing copy of a resolution or motion with the original minutes of the proceedings of the Board of County Commissioners, Wright County, Minnesota, at their session held on the 66` day of May, 2014 on file in my office, and have found the same to be true and correct copy thereof. Witness my hand and official seal at Buffalo, Minnesota, this 616 day of May, 2014. Su ergin, Assistant Co Coordinator AMENDED COST PARTICIPATION POLICY (This Policy Replaces the Policy dated March 23, 1993) Applicable to Cooperative Highway Projects between Wright County and Municipalities. Original Policy adopted by the Wright County Board of Commissioners on March 23, 1993. Adopted by the Wright County Board of Commissioners on May 6, 2014. A. Construction Cost Share— Conventional Project (Projects programmed in the County s -year CIP.) Project Items County Share Municipality Share Note Right of Way Based on Scope Based on Scope 1 Retaining Walls/ Retaining Wails in Lieu of Right of Way 50% 50% Clearing and Grubbing 100% 0% Grading 100% 0% 2 Aggregate Base and Surfacing 100% 0% 3 Parking Lanes on 4 -Lane or 6 -Lane Highway 0% 100% 4 Storm Sewer System and Ponds/Treatment Basins %age of Contributing Flow %age of Contributing Flow 5 Culverts 100% 0% Concrete Sidewalk and Pedestrian Ramps 0% 100% 6 Concrete Curb and Gutter %age of Contributing Flow %age of Contributing Flow 7 (up to 50% max) (up to 50% max) Concrete Median and Median Curb 100% 0% 6 Concrete Driveway Entrances (Apron) 100% 0% 9 Municipal Utility Adjustment or Construction 0% 100% Roundabouts By Leg By Leg 10 Traffic Control Signal Systems By Leg By Leg 10 Rural Intersection Street Lighting 100% 0% 11 Decorative/Urban Street Lighting 0% 100% 12 Bridges 100% 0% 13 Trails & Bikeways Along County Highway 0% 100% 14 Trall/Bikeway Underpass/Overpass 0010 100% 14,15 Landscaping and Aesthetic Treatments 0% 100% 16 Mailbox Supports (Meeting Swing Away Standards) 100% 0% Highway Signs Electronic/Specialty Signs Noise Walls Mobilization Erosion Control Traffic Control Engineering Services Other Items 100% 50% By Negotiation Pro -rated by const, share Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share By Negotiation 0% 50% 17 By Negotiation 16 Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share By Negotiation Conventional Project Notes 1. Includes permanent and temporary easements needed for projects on the existing county highway system or newly established or dedicated county highway system, Including the property needed for storm water treatment basins and wetland mitigation sites. Municipalities are responsible to pay R/W needed for added amenities (parking lane on four -lane or six -lane highways, sidewalk, trails, etc.) 2. Includes grading and removal items. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 3. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 4. Parking lane/shoulder on two-lane highways, per State Aid standards, will be 100% county cost. Includes grading, base, and surfacing. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public street approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 5. Includes catch basins, manholes, storm sewer pipes, outlet structures, grit chambers, and water quality and rate control ponds/basins. The county share is based on the ratio of contributing flow from the right of way to the total contributing flow. After construction of storm sewer system on a county highway, it will be the responsibility of the municipality to maintain the system, ponds/treatment basins. 6. Existing sidewalk/pedestrian ramps Impacted by the highway construction will be replaced in kind by the county. Municipality is responsible for ownership and maintenance of sidewalk. 7. Existing curb and gutter Impacted by the highway construction will be replaced in kind by the county. Municipalityis responsible for ownership and maintenance of curb and gutter. County cost share will be by percentage of contributing flow, up to a maximum of 50%. 8. The county pays for standard median design which is plain concrete. If a municipality requests decorative/landscaped median, the municipality pays the additional cost above the cost of a standard median, including future maintenance. 9. Concrete aprons are installed at locations determined by the county. Driveways beyond the apron are constructed in-kind. 10. Applies to new and replacement traffic signal systems/roundabouts. Includes all components that makeup a permanent warranted traffic control signal system or roundabout, including Emergency Vehicle Pre-emption (EVP) system (signal system), street lighting, with steel poles and mast arms (signal system) Installed at an intersection of a county highway and public roadway at an approved location by the county. The county pays 0%of a signal system at a private access/road. The municipality pays 100% of the furnishing and maintenance of electrical power to the traffic signal. The cost to modify, update or completely reconstruct the signal system will be shared at the same percentage as the original Installation. 11. Designed to light an Intersection for traffic safety purposes. Locations will be determined by the county, and follow the county's current Rural Street Lighting Policy (45 mph or greater). 12. Decorative type and/or corridor lighting along the highway. 13. Applies to bridges under the county's jurisdiction. Any special/added decorative treatments or amenities above State Aid standards requested by municipalities will be 100% municipality cost, Including any added R/W needed. 14. Applies to trails/bikeways constructed with county highway projects only. Stand alone trail/bikeway projects are handled separately. Locations and descriptions of potential trails/bikeways are identified in the Wright County Trail & Bikeway Plan, dated July 19, 2011. Applies to all costs associated with trail, including but not limited to: grading, drainage, base, surfacing, pedestrian ramps, wetland mitigation due to trail impacts, and additional right way needed for the trail. The county will only participate In funding trails/bikeways In accordance with the Wright County Trail & Bikeway Plan, dated July 19, 2011 (which includes grants, matching grants, local funding, and other non -highway funding sources). 15. Underpasses spanning 30 feet or more are considered bridges and will be added to the county bridge safety inspection program. Municipalities owning/maintaining the bridges will be responsible for reimbursing the County for the safety inspection costs. 16. Landscaping and aesthetic Items that do not serve a specific transportation use, such as streetscaping, median plantings, decorative railing, and ornamental fencing, etc. All approved median plantings require irrigation. 17. Design/installation will be subject to approval of the county, and a separate agreement will be needed between the county and municipality, on a case-by-case basis. Municipality requesting specialty/dynamic signing will be responsible for power costs. Maintenance will be 50% each for county and municipality. 18. Additional costs for decorative noise walls will be the responsibility of the requesting agency. CIP) B, Construction Cost Share — Development Driven Project (Projects not programmed in the County 5 -year Project Items CountyShare Municipality Share Note Right of Way 0% 100% 1 Retaining Wall in Lieu of Right of Way 0% 100% 1 Clearing and Grubbing 0% 100% 1 Grading 0% 100% 1 Aggregate Base and Surfacing 0% 100% 1 Parking Lanes on 4 -Lane or 6 -Lane road 0% 100% 1 Storm Sewer and Ponds/Treatment Basins 0% 100% 1 Culverts 0% 100% 1 Concrete Sidewalk 0% 100% 1 Concrete Curb and Gutter and Pedestrian Ramps 0% 100% 1 Concrete Median and Median Curb 0% 100% 1 Concrete Driveway Entrances (Apron) 0% 100% 1 Municipal Utility Adjustment or Construction 0% 100% 1 Roundabouts 0% 100% 1 Traffic Signals 0% 100% 1 Intersection Lighting 0% 100% 1 Street Lighting 0% 100% 1 Bridges 0% 100% 1 Trails Along County Highway o% 100% 1 Pedestrian Underpass/Overpass 0% 100% 1 Landscaping 0% 100% 1 Aesthetic Treatments 0% 100% 1 Highway Signs 0% 100% 1 Electronic/Specialty Signs 0% 100% 1 Noise Walls 0% 100% 1 Mobilization 0% 100% 1 Erosion Control 0% 100% 1 Traffic Control 0% 100% 1 Engineering Services 0% 100% 1 other Items 0% 100% 1 Development Driven Project Note 1. Development Driven Projects are projects that are not currently programmed in the county's 5 -Year C.I.P., and due to the nature of the development(s), require improvements to the county highway system that are necessary for safety/capacity/access due to imminent development or to stimulate development. Lacking an agreement stating otherwise between the county and municipality, the county would participate In costs to improvements to the county highway system that are necessary for safety/capacity/access due to a development driven project as shown in Section B above. Access to the county highway system, due to development, will be based on an Agreement/Access Permit between the county and municipality that spells out the necessary improvements needed to the county highway system (based upon an independent traffic study, at no cost to the county). C. Maintenance - Maintenance of county highways constructed under this policy will be as follows, unless specified differently in a separate maintenance agreement. This Maintenance Policy will apply to both Conventional Projects and Development Driven Projects. 1. The county is responsible for maintenance of the county highway between curbs or between outside edges of shoulders. This includes but is not limited to snow and ice control, patching, crack sealing, seal coating, pavement rehabilitation, shouldering, pavement markings (excluding crosswalks) and sign replacement. In addition, the county Is responsible for routine maintenance outside the edge of shoulder and within the right of way of a rural county highway. The county may enter into agreements with municipalities to perform highway maintenance. 2. The municipality is responsible for maintenance of the boulevard, landscaped median, curb and gutter, trees, shrubs, irrigation systems, sidewalk, pedestrian ramps, retaining walls, steps, aesthetic treatments, and other urban appurtenances within the right-of-way of an urban county highway. The county is responsible for standard concrete medians. 3. The county is responsible for maintenance of bridges and culverts on the county route. 4. The municipality is responsible for maintenance of its utilities and storm sewer systems, including detention/treatment basins. Costs to replace elements of storm sewer systems will be shared at the same percentage as the original installation. 5. The county Is responsible for maintaining roundabouts on the county route with the exception of island landscaping and aesthetic treatments, which are the responsibility of the municipality. 6. Unless stipulated by special agreement, the county will own and is responsible for maintaining traffic signal systems (with the exception of the attached lighting) at county highway intersections with local public roadways and private streets. The municipality is responsible for maintaining the signal lighting and the electrical power to the signal system. The cost to modify, update, or completely reconstruct the signal system will be shared at the same percentage as the original installation. 7. The maintenance responsibility for street lighting shall be in accordance with the current County Rural Street Lighting Policy. 8. The municipality is responsible for the maintenance of decorative/corridor street lights. 9. The municipality is responsible for maintaining municipality owned trails/bikeways within the county highway right of way. Costs for major rehabilitation or replacement will be shared at the same percentage as the original installation, as governed by the Wright County Trail & Bikeway Plan. 10. The municipality is responsible for maintaining pedestrian underpasses and overpasses. 11, The municipality is responsible for maintaining marked crosswalks along county routes, in accordance with the county's marked crosswalk policy. 12. The county is responsible for maintaining highway signs. 13. The county is responsible for maintaining electronic/specialty signs. The costs of maintenance will be shared at the same percentage as the original installation. 14. Maintenance of noise walls is the responsibility of the agency paying for the Initial installation. CITY or TH 25 at CSAH 75 Intersection Figure 4 Monticello City of Monticello, Minnesota Short Term Two Lanes Eastbound w/ Parking August 20, 2014 MITY°r TH 25 at CSAH 75 Intersection Figure 2 onticello Optional Two Lane (if deemed necessary) City of Monticello, Minnesota w/ No Parking under Existing Conditions August 11, 2014 JNT Y v �2 = M MEMO OF UNDERSTANDING gess Amendment to Agreement No. 14-52 Wright County Highway Department Between: The City of Monticello, hereinafter called the "City"; 3600 Braddock Ave NE Buffalo, MN 55313 and Phone: (763)682-7383 Email: the County of Wright, hereafter called the "County"; HwyAdmin@co.wright.mn.us The City and County entered into Agreement No. 14-52 in April of 2015 regarding VIRGIL HAWKINS, P.E. the intersection Improvement at CSAH 75 (Broadway Street) & MnDOT Trunk Highway Engineer Highway (TH) 25, and Article 4, page 3 of that agreement indicates that the City and CHAD HAUSMANN, P.E. County will mutually determine the appropriate geometric design along CSAH 75, Assistant Highway Engr. west of T.H. 25 when redevelopment occurs. Redevelopment is imminent on the PATSY WAYTASHEK block adjacent to CSAH 75 west of T.H. 25, "Block 52", and it is mutually agreeable Highway Accountant to modify Article 4 of Agreement 14-52. NATE HELGESON Maintenance IT IS HEREBY AGREED AND MUTUALLY UNDERSTOOD THAT; Superintendent BRIAN JANS 1. Article 4, Page 3, of Agreement 14-52 is deleted and changed to the Shop Maintenance following: Superintendent Article 4 JEREMY CARLSON, P.L.S. At such time in the future that the operational capacity of the CSAH 75 Right -of -Way Agent (Broadway) & Trunk Highway 25 intersection warrants it, the City and SARA BUERMANN, P.E. County will mutually determine the appropriate geometric design along Traffic Engineer CSAH 75 (Broadway Street), consistent with MnDOT State Aid standards KEVIN JOHNSON current at that time. The County will not participate in any costs associated Construction Engineer with the needed future improvements to CSAH 75 (on the block west of T.H. NICK CARLSON 25) at the intersection. Design Engineer 2. A copy of Agreement 14-52, dated April 2015 is attached to this amendment 3. Attached is a potential lane configuration section for CSAH 75, west of T.H. 25, at the intersection looking eastbound. Actual lane configuration for future improvements would be subject to meeting MnDOT State Aid Standards and County Highway Department approval at the time of the improvements. 4. Before this MOU/Amendment shall become binding and effective it shall be approved by the City of Monticello and it shall also be approved by the County Board and such other officers as law may provide. An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway IN TESTIMONY WHEREOF the parties have duly executed this amendment by their duly authorized officers and caused their respective seals to be hereunto affixed. COUNTY OF WRIGHT CITY OF MONTICELLO Recommended for Approval: Recommended for Approval: County Engineer City Engineer, Monticello APPROVED: APPROVED: Chair, County Board Mayor, City of Monticello County Administrator City Attorney, City of Monticello County Attorney City Administrator, City of Monticello Date Date DUff 31420ZZ Matt Leonard Public Works Director/ City Engineer City of Monticello 763-271-3271 www.ci.monticel lo.mn. us hftJ/streetmix_nett4j 766U94 AM .-. .-. .-. .�. ._. m . U w w•��', w..7 2' Drive Iwo Drive Tyne 'rum 1:4on. orti.m» Parking Siftwalk Made with .Str@@tmix City Council Agenda: 05/23/2022 2H. Consideration of authorizing the purchase of two 2023 Volvo Plow Trucks from Nuss Truck & Equipment equipped with a dump body and plow equipment from Bert's Truck and Equipment for a total of $461,769 Prepared by: Meeting Date: ® Consent Agenda Item Street Superintendent 05/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: PW Director/City Engineer, Finance City Administrator Director ACTION REQUESTED Motion to authorize the purchase of two 2023 Volvo Plow Trucks from Nuss Truck & Equipment equipped with a dump body and plow equipment from Bert's Truck and Equipment for a total of $461,769. REFERENCE AND BACKGROUND The city currently has six plow trucks utilized for snowplowing, street maintenance, and other operations throughout the city. The trucks include: • 2022 Mack • 2021 Western Star • 2012 Mack • 2008 Sterling • 2005 Sterling • 2003 Sterling The City utilizes a fleet replacement program to guide budgeting and scheduling for the replacement of equipment over time. As the plow trucks are essential to operations, the goal is to replace them every 15 years to help prevent costly repairs and equipment downtime. The 2022 budget includes replacing one plow truck, and the Capital Improvement Plan anticipates replacing an additional truck in 2023. City staff requests to order both trucks in 2022. Due to the long lead times of equipment delivery and setup of plow equipment, the trucks are not anticipated to be delivered until the start of the 2023-2024 plow season. The new trucks will replace two of the current trucks that will be declared as surplus, but the final determination of which trucks to surplus will be determined later. City Council Agenda: 05/23/2022 State statute requires that purchases over $175,000 be solicited by sealed bid. However, the equipment quoted by Nuss Trucking and Bert's Truck and Equipment were received through the state cooperative purchasing venture, so sealed bids are not required. Budget Impact: The 2022 budget includes $350,000 for the replacement of one plow truck, and these funds would be carried over to the 2023 budget. The additional amount to purchase the additional truck will be included in the 2023 budget. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the purchase two 2023 Volvo Plow Trucks from Nuss Truck & Equipment equipped with plow equipment from Bert's Truck and Equipment for a total of $462,769. SUPPORTING DATA • Quotes 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: f Ike. 1"16,4.4 i'," Dept: �-re Phone: 7 Signature of Person Obtaining Quotes: f Item/Service Requested: Cln'S5I's +Y-,jC �^ Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person i Phone Number Total $ Amount �3r�c,,.j S�Iv GSA- 633-'q8-/0 Quoted 1 raa h1u55 rrJt1Z ah� Ec,�h�- U a�7 c�ss'.av 2 �7 Apr )A'`'� `mss TC J(6- c,h� �3riG� Selo 651 - 633 13y, a s . OU v. Ncn} asci 'y. ov 3 y S6�c.�Trsc� 5aS1� Gca 3?�,600d FilCl � �i•� Cr C" q c'�P 4 5 f. Selected Vendor: _ NUS S Trot �G GV ��u T-tn VI ► v If 3rou 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 written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 Fo,r 0'-L Qf 04 0C A-Vio NUSS TRUCK & EQUIPMENT 2195 WEST COUNTY ROAD C2 ROSEVILLE, MN 55113 Phone: 651-633-4810 Fax:651-635-0928 Name City of Monticello 909 Golf Course Rd Monticello MN 56532 Phone 763-370-3438 email:Matt Barthel (matt.barthel@ci.monticello.mn.us) QUANTITY DESCRIPTION 2 ;2023 Volvo VHD64F300 plow chassis Price Quoted is without sales tax and license fees Sales Tax Reg Fees Accepted by: Body Builder Build Quotation DATE 4/412022 Quotation # 2021026 Customer ID City of Monticello State Contract # T647(5) Prepared by. Brian Selvy Purchase Order# UNIT PRICE AMOUNT $ 133,829.001$ 267,658.00 z s TE SUBTOTAL j $ 267,658.00 TOTAL $ 267,658.00 ! THANK YOU FOR YOUR OPPORTUNITY! 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: M"VA gollt•`aril Dept:Q7✓� ° Phone• yp Signature of Person Obtaining Quotes: 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 Quoted -- �fy1f � PnrLti► d^. 2 31as To,.; los' , R&A6,•s 1 3a.0 65S ?400 MG 706, 60 3 4 5 ` -" Oc E if I x211 Selected Vendor: S I (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 written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 I0TRUCK EQUIPMENT 4/25/2022 City of Monticello Plow Truck Bid Attn: Mike mike.haaland@ci.monticello.mn.us Elliptical Body and hoist BTE-STLS-450-SS. 14'6" Municiple Elliptical Stainless Body, 62/46/46. 10 ga 201 SS sides and ends, 1/4" AR450 floor, air trip 1.0.15A gate, designed for Mailhot DA Hoist $ 26,198.00 1.10 Installation of Dump Body $ 1,035.00 8" 1 beam long sills ILO Standard Formed long beams $ 766.00 7 Ga SS201 front & sides ILO 10 ga $ 1,657.00 7 Ga SS201 tailgate ILO 10 ga $ 268.00 Fullrib Tailgate w/ 1/4 AR450 Inner Panel with 7GA 201 SS Outer Panel $ 135.00 0.01 SS Fold down ladder, installed $ 275.00 1.32 Petroleum based undercoating $ 725.00 1.20 Vibco DC 3500 ,Phillips Vibre V-3000, or Couger 3200 installed with $ 1,150.00 2.00 Mailhot G4 130-5-3 DA $ 3,994.00 2.00 Safety Props $ 350.00 2.00 Body Stabilizer $ 1,986.00 2.00 Installation of hoist $ 875.00 7 ga SS 201 Stationary cabshield with Galvanized 2" x 4" x 1/4" rectangular tubung $ 3,495.00 Bert's HD Mud Flaps, pair, installed on rear of chassis $ 180.00 Adjustable Cab Shield Mounts, SS $ 550.00 12" Spill shield to fit on sander mounts sandblasted and painted N/S black $ 1,500.00 Fenders M4000 SCS poly fenders for tandem axle chassis, S/S bolt on 1.49 brackets installed $ 1,800.00 Headlights 1.102 Truck Light 80990 Ultra Bright LED "HEATED" Plow light kit $ 775.00 Installation of LED Plow Lights on Hood mounted Aluminum 1.103 Brackets or Mirror Brackets $ 925.00 DOT System warning lights Whelen SYS41OD Linear LED Strobe Light Systems with Stainless $ 3,525.00 Steel Rear Housings. Two Stainless Steel Micro 400 with 400 series light heads Laserl-ine GL3000PMC wing Guidance Laser for Wing Plow $ 2,665.00 (includes wing activation switch) Installation of GL3000PMC Laser on body cab shield $ 375.00 Installation of standard DOT systems $ 905.00 Falls Underbody 3.10 Falls IB -10A Underbody - Less cutting edges $ 7,329.00 3.10 Installation of underbody plow $ 2,290.00 9.80 Adder to read Scraper Pressure of LCD. $ 424.00 9.77 Adder for Auto Reverse Scraper Lift/Auto Recall. $ 353.00 Falls Wing 19.0 1066994 Rev. A $ 64.00 Low Level Ind Switch Assy Switch With Wpack Connector LDS 8009X001 SDLP -10A 10' Scraper mounted postless wing $ 10,148.00 Installation of rear scraper mounted wing $ 5,245.00 4.18 Rear lift for wing $ 543.00 4.11 Trip edge option $ 1,271.00 SSWINGAC Snow Wing Stainless Molboards Add on $ 842.00 4.16 Hyd. Nitogen push bar $ 2,630.00 4.19 Paint wing moldboard - Gloss Black and paint mountassembly $ 960.00 Falls Hitch #40 Falls 40 Hitch $ 2,152.00 Install 4X hitch system $ 2,380.00 5.17 X6 Falls Rapid Push Bar Coupler truck side $ 492.00 Falls Plow PTE -12 Poly 12' Trip Edge $ 12,230.00 Plow unit to fit x0 and x6 hitch $ 1,026.00 Rubber belt deflector $ 428.00 parking stand screw adjustable $ 350.00 Falls Sander 8.0-1 Falls 1ASD-6CDLM-SS 6" Stanless Steel salt special $ 6,110.00 8.1 Installation of dual spinner sander $ 1,285.00 8.29A Dual body manifold $ 475.00 8.25 Removable Stainless Spill shields for Elliptical body $ 430.00 8.2 Dual Spinner option $ 1,127.00 Hydraulics 9.00 Standard Force Add -A -fold Ultra Hydraulics with 6100 Ultra $ 24,455.00 Installation of Force America Ultra Add -A -fold Hydraulic Sytem, (Includes Armor King hoses, Stainless Steel Pipe and 9.10 standard Hydraulic Oil) $ 7,250.00 9.24 Adder for Seat Mount Option & seat bracket $ 185.00 9.35 Adder for Optional Allison Shifter Box. $ 160.00 9.52 Adder for 280 Hot Shift PTO and Force America TXV92 5.6 CID Pump. $ 2,100.00 9.27 Adder to Upgrade to a (4) Stick Ultra Control 6100. $ 585.00 9.21 Adder for Extra valve Section 2 $ 995.00 9.45 Adder for Wing Loc Valve. (WING-CHECK-SAE-8-CFG) $ 245.00 9.84 RES-45-U-AB-LS-SS-CFG, 45 gallon Stationary cab shield mount $ 3,930.00 reservoir with tank filter and accessoires Stainless Steel 9.9 9 section valve enclosure for add -a fold, MCV-05ENCL-09-SS, $ 2,175.00 Stainless Steel 9.62 Adder for C10190 Pressure Release Valve. $ 177.00 9.66 Adder for 2 ported 1/2" Stucchi Multi Coupler Plate. (41Z02080801C) $ 873.00 9.67 Adder for 2 Ported 1/2" Parking Station. (815606271 **S.I.**) $ 219.00 9.9 9 section valve enclosure for add -a fold, MCV-05ENCL-09-SS, $ 2,175.00 Stainless Steel Pre Wet 3.00 1087616 $ 1,625.00 2-95 Gal Rb Dual Lid Tank Kit Radius Body VAR RB190 7.00 1087619 $ 4,293.00 2-100 Gal Rb Ss Tank Mk Mounting Kit VAR RB200-DT-MK-SS 9.81 Adder for Optional Harness for Gravity Prewet. $ 178.00 18.0 1087401 $ 295.00 Egf Prewet Kit 1 Nozzle 12vdc Plunger Valve Gravity Feed VAR 9510X002 19.0 1066994 Rev. A $ 64.00 Low Level Ind Switch Assy Switch With Wpack Connector LDS 8009X001 1.185 Inbound shipping to Bert's for Radius Body system 9.32 Adder for Prewet Closed Loop Feedback Cable. 1.183 Installtion of gravity feed radius tank pre -wet systems Camera System 9.39 Adder for Camera Kit. RH cabguard camera 9.39 Adder for Camera Kit. Curbside rear 9.40 Adder for 6" RAM Mount. 9.86 Adder for 6100 -GENS -ARC -WIRED Hitch 7.00 3/4" Pup plate (weld on) Holland PH400-A 50 ton hook with air 7 way flat blade style socket, Air gladhands, D -rings 24" Electric Brake control option Cutting Edges 5.00 VBL-X-48-W-F Polar flex front mount system complete 4.00 VBL-X-36-W-F Polar flex front mount system complete Surcharge Freight to Moorhead Sub -Total less sales tax $ 150.00 $ 205.00 $ 1,925.00 $ 345.00 $ 345.00 $ 35.00 $ 671.00 $ 2,225.00 $ 400.00 $ 4,995.00 $ 3,050.00 $ 370.00 $ 250.00 $ 183,574.00 To Induce j�JID f -V-1 c (>('c&str 1015-6111% 4 (�L'jflI.so Brian Pederson, Sales Manager YOUR TRUCK EQUIPMENT HEADQUARTEP 1-800-232-3787 (218) 233-8681 3804 Hwy 75 North Fax 218-233-9548 Moorhead, MN 56560 email: brianp@bertsonline.com 5/10/22,10:29 AM City of Monticello - Volvo Plow truck- State contract s863 City of Monticello - Volvo Plow truck- State contract s863 City of Monticello Mike Halland Reference: 20220510-085926598 909 Golf Course Rd Street Supervisor Quote created: May 10, 2022 Monticello, MN 55362 mike.haaland@ci.monticello.mn.us Quote expires: August 8, 2022 763-271-3277 Quote created by: James Czajkowski Owner jimc@lubecoremn.com +1 (320) 761-6532 Comments from James Czajkowski Installed at our Avon Shop location Products & Services Item & Description SKU Quantity Unit Price 44 point Tandem axle Plow truck; EPO 4kg s863 line 39 1 $6,650.00 Pneumatic pump with Low level shutoff, Makrolon Reservoir with integrated pressure gauge and Timer. Brass metering manifolds, Brass injectors, Brass hftps://app.h ubspot.com/q uotes/677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true Total $6,650.00 1/3 5/10/22,10:29 AM City of Monticello - Volvo Plow truck- State contract s863 terminal inserts, Nylon Line (with loom in wear areas Power supply is 12v and consists of constant power, ignition and ground. Pneumatic pump supply from the secondary tank with supplied Air protection kit Rate for Base Unit Installation s863 line 75 1 $3,700.00 $3,700.00 Hose Hydraulic 12000 psi High Pressure Ic30250 75 $2.50 $187.50 8.6 OD X 4 ID FILLED Heavy duty Autolube tubing added to the belly Plow option: Removable Wing Plow Ln 50 0 $1,650.00 $0.00 Autogrease option; 14 points with Coupler assembly detachable wing plow addition to the base system Subtotals One-time subtotal $10,537.50 Total $10,537050 Questions? Contact me hftps://app.hubspot.com/quotes/677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true 2/3 5/10/22, 10:29 AM James Czajkowski Owner jimc@lubecoremn.com +1 (320) 761-6532 Lubecore MN 801 Chinook Ave SW Avon, MN 56310 United States City of Monticello - Volvo Plow truck- State contract s863 https://app.hubspot.com/quotes/677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true 3/3 i TRL/CAr F ff.—JME/VT TOWMASTER, 6)381 US HWY 12, LITCHFIELD, MN 55355 PH: 320-693-7900 FX: 320-693-7921 TF: 800-462-4517 TOWMASTERTRUCK.COM ** QUOTATION ** Reference No. QT 73166 Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL JOSH PAULSON INET 30 DAYS 5/03/22 5/05/22 16/01/23 Order Comments: VALID THRU 04/30/2022 STATE OF MN CONTRACT Build Instructions VALID THRU Other Instructions F.O.B. LITCHFIELD, MN -OR- CUSTOMER W/FUEL CHARGES ONLY Qty Part No. Description Price Ea. Net Amt. 1 9900140 - Body 1416" EDGE-RS/CS-56-46-46 - - 56" 7ga Stainless Front $24,871.00 $24,871.00 w/CS hoist doghouse, 46" 7ga Stainless radius sides (no pocke ts), 46" 7ga Stainless w/Hardox 450 face Tailgate, 1/4" Hardox-450 Floor, 8" I -Beam Longsills, Air -trip ready linkage, Underside Black Accepted by TRKQT3 Date Price: Total Discounts: Net Cost: Freight Total: 1 9901701 - Installation of Dump Body to hoist $2,036.00 $2,036.00 1 9900145 - Body acc'y TMTE Air trip kit, w/solenoid valve, $456.00 $456.00 1 9901702 - Installation of air operated tailgate latch kit, with $395.00 $395.00 solenoid valve in hydraulic valve enclosure. 1 9900147 - Body acc Box Vibrator - Cougar model DC3200 $784.00 $784.00 1 9901703 - Installation of Box Vibrator, with solenoid located in $461.00 $461.00 hydraulic valve enclosure. 1 9900156 - Cabshield, 1/2 type Stationary Free -Standing style,w/plain $4,579.00 $4,579.00 STAINLESS STEEL canopy, Hot -Dipped Galvanized tubing construction support stand, Slotted Center Viewing Window, (2) shovel holders, & reservior mounts, Installed. 1 9900207 - Ladder Flip -A -Way Access ladder (STAINLESS STEEL) Including $704.00 $704.00 Grab Handle above, and Interior Step, ea, Installed SPECIFY LOCATION HERE:LH REAR 1 9900211 - Body acc'y Dual "split" sander manifolds in rear corner $485.00 $485.00 posts *--- Continued --- Accepted by TRKQT3 Date Price: Total Discounts: Net Cost: Freight Total: i T/ &1F40JCReference No. TOWMASTER, 61391 US HWY 12, LITCHFIELO, MN 55355 QT 73166 PH: 320.693-7900 FX: 320.693-7921 TF: 800.462-4517 TOWMASTERTRUCK.COM ** QUOTATION Ship To: MONTICELLO, 505 WALNUT MONTICELLO Cust: 3249 Phone: CITY OF STREET, SUITE 1 MN 55362 USA Bill To: MONTICELLO, 505 WALNUT MONTICELLO Phone: CITY OF STREET, SUITE 1 MN 55362 USA ATTN: MATT BARTHEL SOSH PAULSON 5/05/22 6/01/23 9905144 - Tarp Shur -Co Arm -Matic electric tarp SGL & TDM w/ tarp, STD $5,010.00 �ET����5/03/22 motor,Front Roller, Rear Air Lock Kit, Installed 1 9902917 - GL 3000 PMC Laser, Installed $5,085.00 $5,085.00 9900283 - Spillshield 12" bolt -together, 1/411, painted Carbon Steel & fitted to body via sander brkts, shipped loose 9904691 - INSTALLATION of (Initial) Single camera system $645.00 $396.00 $645.00 $396.00 1 9904963 - Light Warning TMTEISSM-3 PKG: 1/2 A 1/2 B, (2) SS 23H $4,820.00 $4,820.00 3 -light LED Micro -Edge, 2) 5M-400 Super -LED, (2) Side TIR3 LED, (2 ) 400 Max B -T -T LED, & (2) 400 LED BU Lights, in Stainless M Housings, (1) TIR3 LED Wing light, and (2) 4" LED work lights Installed. NOTE: Blue Lights positioned on RH Front & LH Rear, with flash pattern set to WIG -WAG. 1 9905778 - Light Mirror Mounted ABL 3800 LED HEAD LAMP PLOW LIGHTS $1,325.00 $1,325.00 W/ICE MELTING TECHNOLOGY Installed 1 9900267 - Fender set Minimizer M400, for Tandem Axle, black Poly, $1,685.00 $1,685.00 Price: Total Discounts: Accepted by Date Net Cost: Freight Total: TRKQT3 Installed 1 9905144 - Tarp Shur -Co Arm -Matic electric tarp SGL & TDM w/ tarp, STD $5,010.00 $5,010.00 motor,Front Roller, Rear Air Lock Kit, Installed 1 1 9900283 - Spillshield 12" bolt -together, 1/411, painted Carbon Steel & fitted to body via sander brkts, shipped loose 9904691 - INSTALLATION of (Initial) Single camera system $645.00 $396.00 $645.00 $396.00 INSTALL ON RH CABSHIELD STROBE TUBE FOR WING VIEWING, WIRED AS DEFAULT 2 9904692 - Camera System option, NORTECH 9100-2HC 120 degree night $182.00 $364.00 vision CCD weather-proof HEATED camera, only GEN 5 6100 2 9904693 - Camera System option, NORTECH 9100-4 Harness, 65' $118.00 $236.00 Waterproof GEN 5 6100 1 9904694 - INSTALLATION of Extra Camera, & Harness GEN 5 6100 $197.00 $197.00 *--- Continued --- Price: Total Discounts: Accepted by Date Net Cost: Freight Total: TRKQT3 TR4C/�EQIJ/P/IIENT Reference No. TOWMASTER, 61301 US HWY 12, LITCHFIELD, MH 55355 QT 73166 PH: 320-693.7900 FX: 320-693-7921 TF: 800-462-4517 TOWMASTERTRUCK.COM ** QUOTATION Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL **INSTALL ON PASSENGER (CURB) SIDE REAR CORNER POST FOR BACK UP VIEWING, WIRED TO QUE UP ON REVERSE SIGNAL. 1 9905503 - PreCise ARC Sensor #1117643, only, for Wired Applications $607.00 $607.00 Accepted by TRKQT3 Date Price: Total Discounts: Net Cost: Freight Total: 1 9905502 - PreCise ARC Sensor Mount #1126929, only GEN 5-6100 $50.00 $50.00 1 9900297 - Pre -Wet Towmaster/Varitech LDS-TMR-190-EGF Body Side Mt Sys $4,913.00 $4,913.00 for Elliptical body. (2) 95 gal tanks, mtg hardware, plumbi ng, Electric Gravity Feed valve 1 9902483 - Installation of TMR pre -wet system (New Towmaster Body) $1,184.00 $1,184.00 1 9900317 - Hoist Towmaster/MAILHOT CS130-5.5-3 DOUBLE ACTING $4,891.00 $4,891.00 1 9901711 - Installation of Telescopic DOUBLE acting hoist $1,209.00 $1,209.00 1 9900311 - Hoist TMTE 48" Stabilizer $2,555.00 $2,555.00 1 9902503 - Installation of TMTE Stabilizer & Safety Props $1,339.00 $1,339.00 1 9902918 - Scraper FALLS IB -10A 1" MB, w/single lift cylinder, LESS $7,404.00 $7,404.00 CUTTING EDGES 1 9901705 - Installation of underbody fixed angle scraper w/single lift $3,283.00 $3,283.00 cylinder 1 9904232 - Scraper FORCE Electric pressure transmitter to read on LCD $625.00 $625.00 screen, installed 1 9900351 - Scraper FORCE reverse/Auto-Lift system, ADD -A -FOLD valve, $703.00 $703.00 installed *--- Continued --- Accepted by TRKQT3 Date Price: Total Discounts: Net Cost: Freight Total: TR4C/f�EQL//OMENT Reference No. TOWMASTER, 61381 US HWY 12, LITCHFIELD, MN 55355 QT 73166 PH: 320-693-7900 FX: 320-693.7921 TF: B00-462-4517 TOWMASTERTRUCK.COM ** QUOTATION Ship To: MONTICELLO, 505 WALNUT MONTICELLO Cust: 3249 Phone: CITY OF STREET, SUITE 1 MN 55362 USA Bill To: MONTICELLO, CITY OF 505 WALNUT STREET, MONTICELLO Phone: SUITE 1 MN 55362 USA ATTN: MATT BARTHEL JOSH PAULSON NET 30 DAYS 5/03/22 5/05/22 6/01/23 6M N 1 9902948 - Wing Falls RHSDL10A-HYDPB Primed LESS CUTTING EDGES $12,908.00 $12,908.00 1 9900388 - Installation Falls SDL Series Wing - w/Bulkhead Couplers $5,196.00 $5,196.00 JIC FITTINGS ON WING LINES 1 9901431 - Wing Falls RL (REAR LIFT) up charge SDL WING $549.00 $549.00 1 9904170 - Wing Falls SS moldboard face in lieu of Std add $851.00 $851.00 1 9904688 - Wing Falls POST -LESS Toe Lift in lieu of Std Front post/slide system 1 1987993 - Wing TMTE wing roller cart $1,120.00 $1,120.00 1 9900479 - Wing Falls Gloss Black - Paint Moldboard $395.00 $395.00 1 9900555 - Plow Hitch Falls 44XB2/STD/STD/SA/SPR-RET/HITCH $3,823.00 $3,823.00 1 9900589 - Installation Falls Plow Hitch - 40 Series 3Line/STDBLKHD $2,202.00 $2,202.00 1 9900625 - Plow Push Unit Falls 24/44 Series Std $1,121.00 $1,121.00 1 9900639 - Plow Falls Rubber Belt Deflector Kit - Installed $433.00 $433.00 1 9903074 - Plow Falls Poly PTE-1248/TRP-EDG/NOSHU/POLY-BLK Plow LESS $11,574.00 $11,574.00 CUTTING EDGES 1 9900730 - Plow Falls SCR-ADJ/SHOE/REV-PLW/STD $781.00 $781.00 1 9900757 - Hitch TMTE Heavy Duty plate assembly, $738.00 $738.00 1 9901716 - Hitch Installation of Pup Hitch (weld in style) 6 Mn Dot $1,051.00 $1,051.00 Predrilled Accepted by TRKQT3 Date *--- Continued ---* Price: Total Discounts: Net Cost: Freight Total: i 774L/6Ir Eq!!/ow�ENr TOWMASTER, 61301 US HWY 12, LITCHFIELD, MH 55355 PH:320-693.7900 FX: 320-693-7921 9:800-462.4517 TOWMASTERTRUCK.COM * * QUOTATION * * Reference No. QT 73166 Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL 1 9900764 - Hitch PREMIER 2300 Air Cushion Pintle, installed $1,113.00 $1,113.00 **NOTE: 24" Ground to saddle of hook. 1 9902494 - Hitch 7 contact RV (flat pin) socket installed $218.00 $218.00 ELECTRIC BRAKES WIRED TO BOTH SOCKETS 1 9902495 - Hitch Electronic Brake controller w/wiring to rear socket, $609.00 $609.00 installed in cab of truck 1 9900773 - Hitch Furnish and install gladhands on truck $253.00 $253.00 1 CUSTOM - Custom Equipment Pkg consisting of: $525.00 $525.00 PIN & CLEVIS STYLE SANDER MOUNTING BRACKETS IN LIEU OF STANDARD HINGES. REF: "PLYMOUTH STYLE" 1 9905142 - Sander Falls 1ASD-6SS-6P-ID-IS-LM-OD IN set discharge Salt $6,892.00 $6,892.00 Special 6", Stainless Steel Unit, 1 9901718 - Sander Install & dual manifold RH & LH rear $1,273.00 $1,273.00 1 9900823 - Sander TMTE Exterior (removable) sander/tailgate spill $498.00 $498.00 plates, Stainless Steel 1 9901348 - Sander TMTE Exterior Bolt -On Sander/Tailgate Spill Plates, $963.00 $963.00 Stainless Steel, Mill Finish 1 1962617 - Sander TMTE adjustable roller stand $1,116.00 $1,116.00 1 9900851 - Valve System, Force Add -A -Fold MCV -ISO Valve 9 Functions, $15,465.00 $15,465.00 INSTALLED BOX HOIST, PLOW LIFT, PLOW STEER, SCRAPER LIFT, WING TOE, WING HEEL, *--- Continued --- Price: Total Discounts: Accepted by Date Net Cost: Freight Total: TRKQT3 TAVZAOAC EQU/P/)!E/VT TOWMASTER, 61381 U5 HWY 12, LITCHFIELD, MN 55355 PH: 320-693-7900 FX: 320-693-7921 TF: 800-462-4517 TOWMASTERTRUCK.COM * * QUOTATION * * Reference No. QT 73166 Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL JOSH PAULSON NET 30 DAYS 5/03/22 5/05/22 6/01/23 WING PUSHBAR, SANDER AUGER, SANDER SPINNER Qty Part No. Description Price Ea. Net Amt. 1 9902497 - Control System Force ULTRA -4-6100 Commander control, $13,781.00 $13,781.00 Installed 1 9906135 - Control Add-on Force Push -Button Shifter Mounting Brkt & $415.00 $415.00 Relocate on ULTRA Arm 1 9900882 - Reservoir TMTE 31 Gal Cabshield mt (stainless steel) $3,975.00 $3,975.00 w/intank filter for system, installed 1 9900891 - Pump Force TXV92 (5.6 ci) Pump, 280 HOT SHIFT PTO for $7,691.00 $7,691.00 Allison Trans, w/Elec shut down installed 1 9900893 - Valve Force Cable pull -off (for use w/telescopic hoist) $675.00 $675.00 installed 1 9900936 - Valve Force ADDER for VERTICAL valve enclosure in lieu of $1,033.00 $1,033.00 standard 1 9901197 - Valve Force C10190 Pressure Release Valve & Lines, Installed $568.00 $568.00 ***NOTE FOR PLOW ANGLE 1 9900871 - Switch TMTE BODY IIP Installed (electric controls only) $248.00 $248.00 1 9900884 - Sensor Force Low oil indicator system, SLIM -LINE AND $366.00 $366.00 CABSHIELD MOUNTED w/light mounted in cab, installed 1 9901847 - Stainless steel main pressure line installed complete with $622.00 $622.00 short hose extensions 1 9904927 - STAINLESS STEEL Hydraulic Piping (10) 1/2" pressure line $3,019.00 $3,019.00 KIT, w/short hose extensions, UPGRADE *--- Continued --- Accepted by Date TRKQT3 Price: Total Discounts: Net Cost: Freight Total: TR[/6/f�EQU/0/fIENT Reference No. TOWMASTER, 61381 US HWY 12, LITCHFIELD, MN 55355 QT 73166 PH: 320-693-7900 FX: 320.693.7921 TF: 800.462-4517 TOWMASTERTRUCK.COM ** QUOTATION* Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL JOSH PAULSON NET 30 DAYS 5/03/22 5/05/22 6/01/23 UPGRADE L110S TO WING HEEL,WING PB, SANDER SPINNERS, SANDER AUGER,HOIST DOWN 1 9903654 - LIGHT FORCE 170MM RMDL170HT 12V 12V 100w Xenophot Halogen $338.00 $338.00 (pair) ***RUN OFF SEPERATE SWITCH 1 9903676 - LIGHT FORCE Installation of "PAIR" of lights as per spec $265.00 $265.00 6.5 2 9904917 - LIGHT FORCE BLUE COVER FBLUSWSFD $26.00 $52.00 4 9903370 - VBL EconoFLEX J6K-3 carbide in rubber Flexible Plow Blade, $595.00 $2,380.00 3' wear part only 5 9903371 - VBL EconoFLEX J6K-4 carbide in rubber Flexible Plow Blade, $793.00 $3,965.00 4' wear part only 4 9903372 - VBL EconoFLEX J6K-ST3 Strap, 3', 1/2" x 3" x 36" CFSE $47.00 $188.00 5 9903373 - VBL EconoFLEX J6K-ST4 Strap, 4', 1/2" x 3" x 48" CFSE $61.00 $305.00 4 9903374 - VBL EconoFLEX J6K-BBW3 Base, 3', 1/2" x 4" x 36" FSB WABCO $74.00 $296.00 - 12" CTR 5 9903375 - VBL EconoFLEX J6K-BBW4 Base, 4', 1/2" x 4" x 48" FSB WABCO $99.00 $495.00 - 12" CTR 3 9903376 - VBL EconoFLEX Attachment Kit (Bolts & Nuts) for up to 12' $108.00 $324.00 assembly 1 9903368 - VBL EconoFLEX J6K-V5 Curb Runner, RH/LH $203.00 $203.00 *--- Continued ---* Accepted by Date Price: Total Discounts: Net Cost: Freight Total: TRKQT3 i TRL/CAr AW42L//PME/VT TOWMAsSTER, 61381 U5 HWY 12, LITCHFIELD, MN 55355 PH: 320-693-7900 FX: 320-693-7921 TF: 800-462-4517 TOWMASTERTRUCK.COM ** QUOTATION ** Reference No. QT 73166 Ship To: Cust: 3249 Phone: Bill To: Phone: MONTICELLO, CITY OF MONTICELLO, CITY OF 505 WALNUT STREET, SUITE 1 505 WALNUT STREET, SUITE 1 MONTICELLO MN 55362 USA MONTICELLO MN 55362 USA ATTN: MATT BARTHEL 1 WARRANTY - TOWMASTER EXCLUSIVE WARRANTY: 5 yr Steel/Stainless Steel Body Structure; 5 yr Whelen LED Light Systems; 3 yr Palfinger Accepted by TRKQT3 Date I� AlWK-OD �o �i�cics�. �►�it��i �. GreG� 1 0 ► X37 ' SO Price: Total Discounts: Net Cost: Freight Total: $196,168.00 $196,168.00 $196,168.00 5110/22, 10:29 AM City of Monticello - Volvo Plow truck- State contract s863 City of Monticello - Volvo Plow truck- State contract s863 City of Monticello Mike Halland Reference: 20220510-085926598 909 Golf Course Rd Street Supervisor Quote created: May 10, 2022 Monticello, MN 55362 mike.haaland@ci.monticello.mn.us Quote expires: August 8, 2022 763-271-3277 Quote created by: James Czajkowski Owner jimc@lubecoremn.com +1 (320) 761-6532 Comments from James Czajkowski Installed at our Avon Shop location Products & Services Item & Description SKU Quantity Unit Price Total 44 point Tandem axle Plow truck; EPO 4kg s863 line 39 1 $6,650.00 $6,650.00 Pneumatic pump with Low level shutoff, Makrolon Reservoir with integrated pressure gauge and Timer. Brass metering manifolds, Brass injectors, Brass https:llapp.hubspot.com/quotes1677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true 1/3 5/10/22,10:29 AM City of Monticello - Volvo Plow truck- State contract s863 terminal inserts, Nylon Line (with loom in wear areas Power supply is 12v and consists of constant power, ignition and ground. Pneumatic pump supply from the secondary tank with supplied Air protection kit Rate for Base Unit Installation s863 line 75 1 $3,700.00 $3,700.00 Hose Hydraulic 12000 psi High Pressure lc30250 75 $2.50 $187.50 8.6 OD X 4 ID FILLED Heavy duty Autolube tubing added to the belly Plow option: Removable Wing Plow Ln 50 0 $1,650.00 $0.00 Autogrease option; 14 points with Coupler assembly detachable wing plow addition to the base system Subtotals One-time subtotal �. $10,537.50 Total $10,537.50 �J Questions? Contact me https://app.hubspot.com/quotes/677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true 213 5/10/22, 10:29 AM James Czajkowski Owner jimc@lubecoremn.com +1 (320) 761-6532 Lubecore MN 801 Chinook Ave SW Avon, MN 56310 United States City of Monticello - Volvo Plow truck- State contract s863 https://app.hubspot.com/quotes/677fO9c69cfa4e62b4ca7244e8ef3a29?print=true&autoprint=true 3/3 City Council Agenda: 05/23/2022 21. Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Expansion of an Existing Restaurant Building in the Pine Street Sub - District of the Central Community District and Associated Accessory Uses. Applicant: Border Foods. LLC Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 5/23/2022 ❑ Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Community & Economic Development City Administrator Coordinator, Chief Building & Zoning Official, Public Works Director/City Engineer, Project Engineer Motion to approve an amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD subject to the conditions in Exhibit Z and based on findings in Resolution No. PC -2022-031. REFERENCE AND BACKGROUND Property: Legal Description: Lengthy — Please See City Hall PID #: 155-010-003060, 155-010-003040 Planning Case Number: 2022-020 Request(s): Amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD Deadline for Decision: June 10, 2022 August 9, 2022 Land Use Designation: Regional Commercial Zoning Designation: CCD Overlays/Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Uses: Taco Bell Restaurant Surrounding Land Uses: North: Cemetery East: Commercial South: Commercial West: Commercial City Council Agenda: 05/23/2022 Project Description: The applicants currently operate a Taco Bell convenience restaurant on the premises. The current facility has access to 71h Street, which access is also shared by the Americlnn facility directly south of the Taco Bell. Access to Taco Bell drive-through loops around the building and exits the site to 7th Street at the existing single access point. The applicants propose to expand the building by approximately 724 square feet to the south, encompassing the existing exterior trash enclosure. The expansion accommodates additional storage and a new interior trash room. The amendment also creates a two-lane drive-through order system. Access to the Americlnn site would be unchanged. Exiting for both Americlnn and the Taco Bell would be revised with the construction of a new exit -only curb cut, converting the existing access point to ingress only. This change is designed to facilitate better drive-through stacking in the parking lot. ANALYSIS: Specialty eating establishments with drive-through facilities are allowed in the General CCD zoning district by Conditional Use Permit. The original Taco Bell was established by CUP, but with a PUD designation due to the shared access with Americlnn. As such, the application is an amendment to that PUD by conditional use permit, rather than the rezoning process used by the current zoning regulations. Parking and Circulation. The expansion of the facility increased the building from just over 1,800 square feet to approximately 2,460 square feet. However, the new space is primarily storage and trash enclosure area, not increasing the primary parking generators on the site of dining or kitchen area. Current parking on the site includes a total of 31 spaces, and approximately 7 drive- through spaces. The revised site plan reduces parking space to 27, while increasing drive-through stacking to 12 spaces. This change reflects contemporary shifts toward drive-through use, and more City Council Agenda: 05/23/2022 effectively controls the stacking area at the order boards, which can create conflicts on the site with circulation during peak use. Required parking for the facility would be expected to be in the range of 14 spaces for the dining area, and 12 spaces for the kitchen area. The site will still have parking that meets the requirements of the zoning ordinance, and the improved drive- through arrangement should help minimize circulation issues. The other significant circulation change on the site is the conversion of the existing access point to ingress only, identified by signage on the property. A new curb cut just east of the current access point will serve exiting traffic from both the parking lot and the drive-through lane. Separating the ingress and egress movements should improve overall traffic flow on the site, without raising issues that an additional curb cut would entail. This redesign requires that traffic exiting the Americlnn property shift to the exit lane, a movement that will also be identified by directional signage on-site. It is acknowledged that an occasional vehicle will miss this turn, but that exiting movement should not create many conflicts. The City and applicant will want to monitor this to consider additional measures if conflicts do arise. Building Design. The applicants note that the overall exterior of the building will be updated with the expansion to follow the corporate branding and design of Taco Bell facilities. These changes include a variety of additional EIFS and cement -board siding design. It is not clear from the materials list if the wainscot band at the base of the building will be a masonry material, as it appears in the architectural renderings. This should be verified as a part of the application review process. Signage. The applicants propose revised wall signage on the building, which appears to be consistent with the current pattern. The site has frontage on two public streets (7t" Street on the north and Cedar Street on the west), and as such, is permitted to have a significant amount of sign coverage. The primary signage change is the addition of a box cabinet sign on the current Americlnn freestanding sign next to the freeway property line. The applicants proposed to add this sign below the Americlnn signage, spanning the two poles that support the sign structure. The current sign height appears to be legal non -conforming. The proposed sign for Taco Bell is not specified as to the height. Based on rough staff calculation, it appears to meet the maximum 32 -foot height per the Freeway Bonus Sign Overlay requirements. This should be verified as a part of the sign permit application. City Council Agenda: 05/23/2022 Lighting. The applicants provided a lighting plan for the site. The maximum lighting at the property line in commercial districts is 1.0 footcandles. The lighting plan shows the maximum lighting to be 0.8 footcandles around the perimeter, with most readings well below that threshold. Landscaping. The applicants provided a landscaping plan for the areas being affected by the proposal. New shrub and perennial plantings are proposed in the site areas around the drive-through that are reflective of the space and help screen views of the electrical box location on the site. Groundcovers are primarily pavements and rock mulch to match the existing conditions. Budget Impact: The applicant provides an escrow to cover the costs of review of the application. II. Staff Workload Impact: City Planner NAC prepared the staff report; their time is coded to the noted escrow. City also staff have minor time in the review of the application and staff report, estimated at 2-4 hours. III. Comprehensive Plan Impact: The Monticello 2040 Plan cites the following policy: Support existing businesses in their efforts to expand and do business in the community. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the request during their rescheduled regular meeting on May 18, 2022. It was noted in the staff report that the existing building does not include brick wainscot; therefore, no addition of brick wainscot is required. Rather, the continuation of EFIS in varying colors is acceptable. Staff recommended removal of that condition in favor of continued varied EFIS wainscot. Planning Commission's motion included the amended Exhibit Z accordingly. The Commission briefly discussed the proposed access conditions, noting that the width of the proposed access drive aisles would seem to provide additional accommodation to traffic entering and exiting the site. Stacking space was also discussed, with staff noting that stacking is most common between pick-up window and menu board, which will be enhanced by the two-lane design. Loading and trash handling was clarified as being managed internal to the site. Lighting is to remain similar to current site conditions. The applicant's representative was present to address the Commission. He explained they are moving from a four -car to a six -car stacking model with this design. They clarified that their mobile application also facilitates moving through the queue of the drive-thru without the need to stop at the menu board. He noted that they had also discussed this configuration with the City Council Agenda: 05/23/2022 Americlnn; they are supportive of the change. Guests also use inside pick-up order features, which reduces pressure on the drive-thru. It was suggested by the Commission that they review striping in the parking lot to also reduce the potential for conflict with access to the Americlnn. Hearing no other public comment, the Commission closed the hearing. The Commission voted unanimously to recommend approval of the amendment to the Conditional Use Permit for PUD, striking the first condition relating to brick wainscot. STAFF RECOMMENDED ACTION Staff recommends approval of the proposed amendment, based on findings identified in the attached resolution, and the conditions identified in Exhibit Z as modified by the Planning Commission. The facility upgrades are consistent with the expectations of the CCD and general zoning regulations, and the changes to drive-through design should facilitate fewer on-site circulation conflicts with the additional stacking spaces. SUPPORTING DATA A. Resolution PC -2022-031 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey E. Site Plan Set, Including: a. Site Plan b. Grading & Drainage Plan c. Utility Plan d. Erosion Control Plan e. Existing Conditions & Removals Plan f. Details F. Civil Plan Set G. Building Elevations H. City Engineer's Letter, dated April 22, 2022 Z. Conditions of Approval EXHIBIT Z Conditions of Approval Amendment to Conditional Use Permit for PUD 124 East 7th Street PID: 155-010-003060 and 155-010-003040 1. Applicants verify continued use of brick wainscot on the building exterior. City Council Agenda: 05/23/2022 2. Applicants verify maximum height of freestanding sign installation at no more than 32 feet from average grade. 3. Applicants continue to work with staff on directional signage to ensure proper site circulation. 4. Further modifications to site circulation or access may require approval of a new amendment to the CUP/PUD. 5. Applicants verify execution of any required modifications of cross access agreements with the Americlnn property as needed. 6. Compliance with the terms of the City's Engineering Staff letter dated April 22, 2022. 7. Compliance with the terms of the City Fire Marshal's letter. 8. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-031 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR TACO BELL IN THE CCD, CENTRAL COMMUNITY DISTRICT PID: 155-010-003060 WHEREAS, the applicant operates a convenience style restaurant in the CCD, Central Community District ; and WHEREAS, the restaurant is subject to a Conditional Use Permit for a Planned Unit Development, accommodating cross access through the property for an adjoining commercial property; and WHEREAS, the applicant has submitted a request to amend the CUP -PUD by expanding the building, rerouting and increasing drive-through space, and amending site parking and egress; and WHEREAS, the proposed project changes require an amendment to the PUD, via a Conditional Use Permit process; and WHEREAS, the site is guided for "Regional Commercial" uses in the City's Comprehensive Plan; and WHEREAS, the proposed amendments to the site are consistent with the long-term use and development of the property for regional commercial uses; and WHEREAS, the changes take into account the cross -access requirements of the adjoining property; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-031 1. The CUP -PUD provides an appropriate a reasonable expansion of the use on the site, and is consistent with the intent of the Zoning Ordinance requirements for the area. 2. The proposed improvements will benefit both on-site and off-site circulation and land uses through better drive-through function and controlled access and egress changes. 3. The improvements will integrate outdoor uses, such as the refuse handling, into the expanded building area, improving both site use and aesthetics. 4. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including additional curb cuts to 7th Street and access for adjoining property without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the amendment to the CUP -PUD, subject to the conditions listed in Exhibit Z of the staff report as follows: Applicants verify maximum height of freestanding sign installation at no more than 32 feet from average grade. Applicants continue to work with staff on directional signage to ensure proper site circulation. 3. Further modifications to site circulation or access may require approval of a new amendment to the CUP/PUD. 4. Applicants verify execution of any required modifications of cross access agreements with the Americlnn property as needed. Compliance with the terms of the City's Engineering Staff letter dated April 22, 2022. 6. Compliance with the terms of the City Fire Marshal's letter. 7. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-031 MONTICELLO PLANNING COMMISSION A ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 3 Consideration of an Amd. to CUP for PUD for Expansion of an Existing Restaurant Building in the Pine Street Sub -District of the CCD and Associated Accessory Uses Created by: City of Monticello Narrative 04/04/2022 RE: Taco Bell 124 E. 7th Street Monticello, MN 55362 Border Foods is a franchisee of Taco Bell Corp. and has been operating Taco Bell restaurants since 1996. The existing Taco Bell restaurant located at 124 E. 7th Street in Monticello has been in operation at this location for a number of years and is in need of updates and improvements. Border Foods believes the best method to continue serving the community with an improved experience and level of service to its patrons would be to perform an extensive remodel to the existing building, construct an approximately 725 sq. ft. addition to the existing structure and incorporate dual drive-thru order lanes to the site. The remodel to the existing building area would include the latest Taco Bell Corporate image, furnishings, equipment, operations, and service for a better dining experience and level of service to the customers. The proposed new building addition would include much needed expansion to current storage capacity, as well as house the trash and recycling dumpsters within the building. Currently trash and recycling are located within a coral on the site, separated from the building. In relation to the new addition, the entire building will receive a new finished exterior look reflecting Taco Bell Corporate's current image branding and signage. The proposed new dual drive-thru order lanes will allow a faster and more efficient level of service to their customers providing additional stacking spaces. We believe this will help lessen congestion during peak times both on the Taco Bell site and for patrons accessing the Americlnn site via the shared access drive through the Taco Bell lot. The general concept of the dual drive-thru lane order points is very similar to that which has existed at many McDonald's locations. As part of this submittal we are also proposing a second curb cut from the site onto 7th Street East. During a pre - design meeting with city staff, the overall proposed improvements were discussed and valuable input and suggestions were received and incorporated into the design being submitted. The proposed plan has the existing curb cut from 7th Street East signed to be an "Enter Only" site entry point and the proposed second curb cut signed to be an "Exit Only" with directional arrows indicating left turn only and right turn only. This is believed to assist with traffic flow in and out of the site. We are proposing to modify the existing Americlnn pylon sign. Our records show that Taco Bell had a sign panel on this pylon sign up until 1997 and decided to remove it at that time. Our intent is to install an approximate 3'-0"H. x 9'-4"W. double faced sign cabinet again at this time. A graphic showing the proposed sign modification is attached here as well as indicated on the plans. A separate sign permit application will be submitted at the time of building permit application for modification of the existing Americlnn plyon sign accordingly. RECORD DESCRIPTION THAT PART OF LOT 6 AND 7, BLOCK 3, AND THAT PART OF VACATED CEDAR STREET ALL IN THE ORIGINAL TOWN OF MONTICELLO, ACCORDING TO THE RECORDED PIAT THEREOF, WRIGHT COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 3; THENCE SOUTH 64'0051' EAST, ASSUMED BEARING LONG THE NORTHEASTERLY LINE OF SAID BLOCK 3 A DISTANCE OF 131.78 FEET TO THE NORTHEAST CORNER OF SAID LOCK 3; THENCE SOUTH 23'21'14' EAST ALONG THE NORTHEASTERLY LINE OF SAID VACATED CEDAR STREET 52.81 FEET TO THE CENTERLINE OF SAID VACATED CEDAR STREET, THENCE SOUTH 25'56'11' WEST ALONG SAID CENTERLINE 111.09 FEED THENCE NORTH 64'0051' WEST PARALLEL WITH THE NORTHEASTERLY LINE OF SAID BLOCK 3 A DISTANCE OF \ \ 172.01 FEET TO THE NORTHWESTERLY UNE OF SAID LOT 7; THENCE NORTH 26'00'46' EAST ALONG THE NORTHWESTERLY \ LINE OF SAID LOT 7 A DISTANCE OF 145.50 FEET TO THE POINT OF BEGINNING. \ \ FLOOD NOT ' .. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE C OF THE FLOOD INSURANCE RATE MAP, NUMBER 27054100058, EFFECTIVE ON 11101/1979, PROPERTY IS IN ZONE C AND IS NOT IN A SPECIAL FLOOD FVAZARD AREA. AS SHOWN ON THE FEMA WEBSITE (HTTP)/MSC.FEMA.GOV). NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ITEMS CORRESPONDING TO SCHEDULE B—II 19 !- 9. RECIPROCAL EASEMENT AGREEMENT DATED MAY 10, 1993, FILED JUNE 1, 1993 AS DOCUMENT NO. 527871 (PERPETUAL INGRESS AND EGRESS EASEMENT, TO BENEFIT PARCEL 1 " OVER THE LANDS OF PARCEL 2', BLANKET IN NATURE BUT NOTED HEREON) 1LITY _ NOTES UNDERGROUND UTILITIES JWGOPHER STATE ONE CALL ! 2 WORKING DAYS BEFORE YOU DIG CALL 1-600-252-1166 (Tal. FREE) UTILITY NOTIFICATION CENTER OF MINNESOTA THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES AND GROUND MARKINGS. ONE CALL TICKET/ 220540433 UNDERGROUND UTILITY PLANS WERE REQUESTED FROM THE RESPECTIVE UTILITY PROVIDERS AND PLOTTED AS PROVIDED. GROUND MARKINGS WERE OBSERVED AT TIME OF SURVEY AND THE LINES ARE PLOTTED AND SHOWN HEREON. ZONING INFORMATION PER TABLE A ITEM 6b, ZONING REPORTS HAS NOT YET BEEN PROVIDED BY THE CLIENT \ NORTHWEST CORNER \ y \ \ \ OF LOT 7 AND \ c \ POINT OF BEGINNING \ 4 XPs"< , R \ FLOW' LINE \ • , BOF FF 1 \ \' ELEV. sa79 \ :•: \ / 6/T��p�o�/cyT T � \\ 7371? \fir \ SITE BENCHMARK: r A `.� \ CL MANHOLE \ `l�1 5 / . •. /'-"e.5 ELEV.=94782 \ �o O \ p OISST/C��-141R /'sLLcx tl"•�`\` �„ xy.e.; \\ OA/N�10 O'4SSO / / \� � � r4*,'s.�,<�d .• •�`�ws ��—� \X� O/p ares A)p ) / \ \��_ ya�c:T r �. '•": a \\sv \\ X949.7 / \ f 9sc.7X l •. \ �`� "� \ ry 12" RCP ??950 \ ELEV -949.4 _945..5 95 /) aG x FLOW UNE \ WimV. II a •Xssn. \ \ / x949.9 FINI�H FLOOR J ELEV.=951.42' 1 IV 6B v / 'V�J yyy \ e \, l i� m \ /�o�o� O x950.8 O \ / / _��.��_I �� :. '„° 740 ��-•s � \ a 1 / _ ! , • a' TpaNSF MCR .msl a. _ - �. / \ / Ln /7B • 15S�q� ��FR � / � \ � fi. .d � j � s � NOW OR FORMERLY.•` STQzz-i 0�0g /l F�<snA ' ,. — \ (� MONTICELLO VFW l Fq T / o e"7<o ! PID: 155-010-075120 / -.\ 7Ac 713 CEDAR STREET / 1/I \ OF SYMBOLS & ABBREVIATIONS 9P POWER POLE ® VAULT ® SANITARY MANHOLE JLIGHT POLE i SIGN (AS NOTED) GAS VALVE f -GUY WIRE 8 GAS METER ® g FLAG POLE ELECTRIC b, HANDICAPPED PARKING M,WHOLE 8 ELECTRIC METER m WATER VALVE ® MITERED END SECTION ELECTRIC VAULT FIRE HYDRANT ® MANHOLE (UNKNOWN) � ® TRANSFORMER CC SIAMESE FIRE HYDRANT !� STORM PIPE • WATER MANHOLE • WON (AS ® TELEPHONE MANHOLE FOUND D) y e TELEPHONE PEDESTAL OF ACCESS (AL O SET S/B' IRON ROD & PROJECT REVISION RECORD B C4BIE Box CAP #57070 STORM DRAIN MANHOLE - V' UNDERGROUND TELEPHONE L DESCRIFTION DATE DESCRIPTION :� -+A' OVERHEAD ELECTRIC B STORM DRAIN INLET,- UNDERGROUND GAS - .--+-+- UNDERGROUND WATER SCALE 1 20 " = -- - -- . -- > --- . -- UNDERGROUND STORM SEWER ---- ------ ---- > UNDERGROUND SANITARY SEWER D 10 20 40 FIELD WORK: 071111112022 I DRAFTED: 22422 CHECKED BY: K,JK FB d PG: MISCELLANEOUS NOTES 1. PER TABLE A ITEM 2, 124 7TH STREET EAST, MON710ELLO MN 55362 WAS DISCLOSED IN DOCUMENTS PROVIDED AND OBSERVED AS POSTED AT THE TIME OF THE SURVEY. 2. PER TABLE A ITEM 4, PROPERTY CONTAINS 0.56 ACRES (24,3251 SO. FT.) OF GROSS LAND AREA. 3. PER TABLE A ITEM 9: THERE ARE 30 STANDARD STRIPED PARKING SPACES, AND 2 HANDICAP PARKING SPACES, FOR A TOTAL OF 32 STRIPED PARKING SPACES WITHIN SUBJECT PROPERTY. 4. PER TABLE A REM 13, ADJOINING OWNERSHIP INFORMATION SHOWN HEREON WAS OBTAINED FROM THE WRIGHT COUNTY WEBSITE. OWNERSHIP INFORMATION IS SUBJECT TO REVISION UPON RECEIPT OF A TITLE SEARCH BY A TITLE INSURANCE COMPANY. 5. PER TABLE A REM 16: AT THE TIME OF THE FIELD SURVEY THERE WAS NOT ANY EVIDENCE OF BUILDING CONSTRUCTION PRESENT OR RECENT EARTH MOVING WORK. 6. PER TABLE A ITEM 17: WE ARE NOT AWARE OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, BUT THIS IS NEW CONSTRUCTION SO THERE IS SIGNIFICANT EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OBSERVED AT THE TIME OF THE SURVEY. 7. PROPERTY HAS PHYSICAL AND DIRECT ACCESS TO AND FROM PARRISH AVENUE NORTHEAST BEING DULY DEDICATED PUBLIC RIGHT-OF-WAY - THE ACCESS IS BY MEANS OF TWO CURB CUT DRIVE ENTRANCES. 8. BASED ON OBSERVED EVIDENCE ONLY, THE SITE DOES NOT CONTAIN ANY CEMETERIES OR BUR14L GROUNDS. 9. THE RECORD DESCRIPTIONS OF THE SUBJECT PROPERTY FORM A MATHEMATICALLY CLOSED FIGURE WITH NO GAPS, OR GORES. 10, THE BEARINGS ARE BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM, NAD83(2011). 11. VERTICAL CONTROL WAS DERIVED FROM MNOOT VRS, NAVD88 DATUM. THE LOCAL BENCHMARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE, ELEV.=947.82, AS SHOWN HEREON. 12. SNOW, SNOW PACK AND/OR ICE CONDITIONS WERE PRESENT ON THE DAY(S) OF THE FIELD SURVEY. SOME AREAS OF THE SITE HAVE BEEN OBSTRUCTED AND THE VISIBILITY, OBSERVANCE AND/OR ACCESSIBILITY OF IMPROVEMENTS, U77LI77ES AND/OR PAINT STRIPING WERE UNOBTAINABLE AT THIS TIME. THIS SURVEY IS SUBJECT TO CHANGE, ONCE SAID CONDITIONS DISSIPATE. 13. SNOW AND ICE CONDITIONS EXISTED HEAVILY ALONG THE CURB LINES. CATCH BASINS, AND MANHOLES INVERTS WERE NOT ABLE TO BE MEASURED AT THIS TIME. 11 SIGNIFICANT OBSERVATIONS AO- EXISTING SIGN CROSSES THE PROPERTY LINE. A —.,a.—HSPS LAND TITLESURVEY; for xxxxxxxxx NWSE Project No. 22534 124 7th STREET EAST, MONTICELLO MINNESOTA BASED UPON TITLE COMMITMENT NO. ORTE748268 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BEARING AN EFFECTIVE DATE OF FEBRUARY 3, 2022 @ 7:00 A.M. Surveyors Certification To: xxxxxxxxxxxxxxxx; Border Foods, LLC; Old Republic National Title Insurance Company. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6b, 7a, 7bl, 7c, 8, 9, ilb, 13, 16, 17 and 18 of Table A thereof. The field work was completed on 02/24/2022. Surveyor's signature Koleb J. Kadelboch 20980 Rogers Drive Suite 500 Rogers, MN 55374 (763) 515-6040 Surveyor License 11:57070 SHEET 1 OF 1 SURVEVING GINEERING, INC. 4 \ \ NORTHWEST CORNER �'- OF tor 7 AND r POiNr OF B£GLumvG �•`1 X96::.4 / t ``•• i� FLOW LINE ELEV. �'`. :'• �^; 9„G0,T �yDel ST EXISING SIGN TO REMAIN C Ly • 6GQ� �M� N© F �J•,�O o� 4, A• / NOTE. MAINTAIN - PASSABLE ACCESS TO AM£RIC iNN AT ALL TIMES DURING CONSTRUCTION s h� O 0' �\ 20) SD \\ g50 U nor / ho / ! 93G.a MH-CB��' X949.� V � \ 12' RCP \ 9kg"t 0� k/M IN lNV'8¢ 9 / X940.7 G + "d 3 :«++: + 71. 950.3+; 7--« +•y<- + -+R• 2 95?;9✓'t� Y "�t j .3 ++ h + +5 '178 19\ \ 18 +(1 ry 1++*�15 CO k 0��=� �e+"1OJ'�+ l r+ r y' - 90 ^ry `-,''`�t • 3 t> �`1z° 15 �4�A�� Ui o ° AC, • !° 17 2 .o i56pa, 11 yo. 'Toy, Ail �Ss�4f JR�c(' Inti o7� t�� ?c y / ,I e LEGEND: T� SITE BENCHMARK: CI. MANHOLE EXISTING EASEMENT X948.5 Et.LV.=947.A2 \ EX. BUILDING AREA: 1,795 SF EXISTING R/W UNE EX. BUILDING REMOVAL: -79 SF CONCRETE HEAVY DUTY EXISTING CONDITIONS & REMOVALS PLAN BITUMINOUS PAVEMENT TOTAL PERVIOUS AREA: PROPOSED CURB AND GUTTER STANDARD n 16 (landscape, turf areas) PERCENT PERVIOUS AREA: x%.16 X94aI i �\ S ELEV..s947.6 95A N Xa4a.z • I � 1� � �;,� Xs4e� (2,489 / 24,325) e LEGEND: SITE DATA: EXISTING ZONING: CCD BUSINESS DISTRICT EXISTING BOUNDARY 19,905 SF EXISTING EASEMENT -''- '-- �- - EXISTING SETBACK EX. BUILDING AREA: 1,795 SF EXISTING R/W UNE EX. BUILDING REMOVAL: -79 SF CONCRETE HEAVY DUTY EXISTING CONDITIONS & REMOVALS PLAN BITUMINOUS PAVEMENT TOTAL PERVIOUS AREA: PROPOSED CURB AND GUTTER STANDARD - - -- _- - _ - (landscape, turf areas) PERCENT PERVIOUS AREA: PROPOSED CURB AND GUTTER TIP -OUT ® PROPOSED PARKING STALLS h.�., ...., CONCRETE LIGHT DUTY SITE DATA: EXISTING ZONING: CCD BUSINESS DISTRICT PROPOSED IMPERVIOUS AREA: 19,905 SF LOT AREA: 24,325 SF = 0.56 ACRES (building and pavement areas) C3.0 EX. BUILDING AREA: 1,795 SF PERCENT PROPOSED IMPERVIOUS AREA: 82.0% EX. BUILDING REMOVAL: -79 SF (% of lot area; 19,905/24,325) EXISTING CONDITIONS & REMOVALS PLAN PROPOSED ADDITION BUILDING AREA: 724 SF TOTAL BUILDING AREA: 2,440 SF TOTAL PERVIOUS AREA: 4,420 SF PERCENT BUILDING FOOTPRINT COVERAGE: 10.0 % (2,440) / 24,325) (landscape, turf areas) PERCENT PERVIOUS AREA: 18.1% (% of lot area; 25,700/50,045) FLOOR AREA RATIO (ALL FLOORS) 0.100 (2,489 / 24,325) DISTURBANCE AREA: 7,969 SF 0.18 AC EXISTING IMPERVIOUS AREA: 20,001 SF (includes existing building, existing pavement and aggregate surface areas) HEY NOTES BITUMINOUS PAVEMENT AS SPECIFIED BELOW: ASPHALT PAVING SECTION MnDOT O (PARKING LOT ONLY) HEAVY DUTY SPECIFICATIONS BIT. WEAR COURSE 2• SPWEA340C, MnDOT 2360 BIT. BASE COURSE 3.0• SPNWB330B, MnDOT 2360 AGGREGATE BASE (CL 5) 8• 2211 COMPACTION DENSITY BETWEEN 95% AND 100% OF THE MARSHALL DENSITY. 100% FOR AGGREGATE BASE. SOIL ENGINEER RECOMMENDATIONS SUPERSEDE ABOVE LISTED SPECS. 8612 (6•) CONCRETE CURB & GUTTER O MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3F52 FOR MANUAL PLACEMENT (MnDOT 2461) 8612 (6•) CONCRETE OUTFLOW CURB & GUTTER. (TIP -OUT FLOWUNE). O MIX 3F32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 31`52 FOR MANUAL PLACEMENT (MnDOT 2461) O 6' CONCRETE PAVEMENT HEAVY DUTY; 4,500 PSI MIX; SEE SECTION ON DETAIL SHEET O PERVIOUS AREA. SEE LANDSCAPE PLAN. O SENSOR LOOP. INSTALLED BY SIGN COMPANY. CONFIRM WITH ARCHITECTURAL PLANS. O PAINT 4• WIDE SOLID STRIPE - WHITE. O PAINT TRAFFIC ARROWS - WHITE. O PAINT 24' HIGH LETTERS - WHITE. 10 PAINT 24' NIDE SOLID STRIPE - WHITE. 11 ORDER CONFIRMATION BOARD AND ORDER STATION CANOPY. INSTALLED BY OTHERS. FOUNDATIONS BY GENERAL CONTRACTOR. VERIFY SIZE WITH OWNERS ARCHITECT. SEE ARCHITECT PLANS FOR DETAILS. 12 MENU BOARD. INSTALLED BY OTHERS. FOUNDATION BY GENERAL CONTRACTOR. VERIFY SIZE WITH OWNERS ARCHITECT. SEE ARCHITECT PLANS FOR DETAILS. 13 CLEARANCE BAR INSTALLED BY OTHERS. FOUNDATION BY GENERAL CONTRACTOR. SEE ARCHITECT PLANS FOR DETAILS. t4 INSTALL SIGNS, MOUNTED ON 6' CONCRETE BOLLARD. SIGNS TO BE PLACED BACK TO BACK ON SAME BOLLARD. GENERAL CONTRACTOR TO COORDINATE LOCATION. a) 'STOP' SIGN b) 'DO NOT ENTER' SIGN e) 'ENTER SIGN' d) 'EXIST SIGN WITH DIRECTION ARROW e) 'PREFERRED PARKING SIGN' t5 GUARD POST BOLLARD. SEE DETAIL SHEET. 18 EXISTING UTILITIES TO REMAIN IN PLACE. CONTRACTOR TO PROTECT. t7 24• WIDE CONCRETE VALLEY GUTTER. USE HEAVY DUTY CONCRETE MODIFIED TO 8' THICK CONCRETE. SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AND PATCH WITH HEAVY DUTY BITUMINOUS PAVEMENT. MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 18 SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AND MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 19 4• CONCRETE PAVEMENT LIGHT DUTY; 4,500 PSI MIX; SEE SECTION ON DETAIL SHEET (PRIVATE SIDEWALK) 20 LIGHT POLE. REFER TO LIGHTING AND PHOTOMETRIC PLAN FOR LOCATIONS AND SPECIFICATIONS GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND PIPING, VALVING, ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT IF OWNER HAS PROVIDED SUCH REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED. IF REQUESTED BY THE OWNER, CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE SURVEY RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTIUTY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 7. ALL EXISTING CONCRETE CURBING AND PAVEMENT TO REMAIN SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR TO REPAIR ANY DAMAGED EXISTING CURB AND PAVEMENT AT CONTRACTORS EXPENSE. 8. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED ASSOCIATED WITH VARIATIONS IN THE AS -BUILT ELEVATIONS. THESE ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO PROVIDE REQUIRED BONDING AND/OR INSURANCE FOR CONSTRUCTION PERMITS AS REQUIRED BY THE LOCAL GOVERNING AUTHORITY. 0 20 40 60 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMID.I, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV-847.82. EXISTING PROPERTY DESCRIPTION SEE SURVEY PROJECT LOCATION NW 1/4 of the SW 1/4 SECTION 11 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. PARKING DATA REQUIRED PARKING STALLS PER CHAPTER 4 SECTION 4.8 SCHEDULE 01: FAST FOOD FACILITIES SIT DOWN DINING AREA; 1.0 SPACE FOR EACH FORTY (40) SQUARE FEET OF GROSS FLOOR AREA PICKUP OR COUNTER AREA; 1.0 SPACE FOR EACH FIFTEEN (15) SQUARE FEET OF GROSS FLOOR AREA BUT NOT LESS THAN FIFTEEN (15) SPACES KITCHEN AREA; 1.0 SPACE FOR EACH EIGHTY (80) SQUARE FEET REQUIRED PARKING DINNING AREA 385 SF /40 - 9.6 >>> 10 STALLS PICKUP AREA = 133 SF /15 = 8.9 >>> 15 STALLS (MINIMUM) KITCHEN AREA = 677 SF /80 = 8.5 >>> 9 STALLS TOTAL REQUIRED = 34 STALLS PROVIDED PARKING 27 STALLS PUBLIC STREET 8' INTERIOR SIDE YARD 0' LOT MINIMUM: Base Lot Area No Minimum Bose Lot Width No Minimum SITE PLAN NOTES 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND SPECIFICATIONS FOR LOCATION OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 2. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 3. ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING SHALL BE SEPARATED WITH A Je EXPANSION JOINT. 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR MONUMENT SIGN POWER, LIGHTING, IRRIGATION, MENU BOARD, ORDER CONFIRMATION BOARD AND CANOPY, ETC WITH OWNER PRIOR TO PAVING. 5. CONTRACTOR SHALL VERIFY LOCATION OF THE MENU BOARD, ORDER CONFIRMATION BOARD AND CANOPY, AND CLEARANCE BAR WITH OWNER PRIOR TO PLACEMENT. 6. ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE STALLS TO BUILDING ENTRANCE (SEE ADAAG REQUIREMENTS). POLE MOUNT APPROVED SIGNS CENTERED ON STALLS. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY ON STALL. 7. CONSTRUCT ACCESSIBLE PEDESTRIAN RAMP PER ADAAG AND MNDOT STANDARDS INCLUDING CONTRASTING DETECTABLE WARNING METAL TRUNCATED DOME PANELS. 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE IF NEEDED. 9. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES THAT INTERFERE WITH NEW WORK AS SHOWN. 10. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED. 11. ALL NEW UTILITIES MUST BE UNDERGROUND. COORDINATE LOCATIONS WITH LOCAL UTILITY COMPANIES. 12. PUBLIC AND PRIVATE SIDEWALKS SHALL BE CONSTRUCTED WITH CROSS SLOPE OF 1.5% WITH ADJUSTMENT +/- 0.51 SIDEWALKS WILL BE INSPECTED AFTER CONSTRUCTION. ANY SIDEWALK EXCEEDING 2.0% CROSS SLOPE WILL NEED TO BE REPLACED AT CONTRACTORS EXPENSE. 13. CONTRACTOR TO APPLY YELLOW LATEX PAINT TO CURB TOP AND FACE AT ADA RAMPS AND CURB TRANSITIONS EACH SIDE OF ADA RAMPS. SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS Viol "Mi s_: 1 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com Consultant SITE CONSTRUC"M PLANS PREPARED 6Y: CIVIL ENGINEERING SITE DESIGN 118 Eaet Bread.W St. PO Boz 568 Monticello, Me SW62 Ph- 783-314-0928 _1vilmd.com I hereby certify that this plan, Specification, or report was prepared by me a under my direct supervision, and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Printed Name: SCOTT DAHLKE Signature: Date: 04IU2022 Llcensef; 24348 124 E 7TH STREET MONTICELLO, MN 55362 APPUCANtT/OVV VIER: MARVIN DEVELOPMENT V 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 TENANT: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zefickson Phone: 763.489-2968 40 SEATS 12,867 S.F. PROJECT NO.: CESD #00854 DRAWN BY: SD CHECKED BY: SD ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 SITE PLAN C1.0 TACO BELL MONTICELLO, MN \'•'` NORTHWEST CORNER OF LOT 7 AMC POINT OF BEGINNING` �`� \, \ (1/ rI `\! � sV ONE \, / 1 / 8G' 1• �`"\ �\ i LU -V =94;'.9 ts - 45 05 n°c a o 95 All 950.2E!2" R12P f em EL£'d.�e CTJ Oo f. 90P 502, -''-- . 1 3 `951 �..0 \•� i 1ei C9 `\ \ Fri 1,�� 4. ,G1.� ��,G,,,yy O O l / 11,.. j 'J rti">s+- \\�GCGo g5>`� 99 \.l 4 cti ~J m G o' -b r>> °y> G ° 0 7RANSFOR; °c" °c / 1_ I ai 957. p' 951 PD. �U4 '"O l /` ! \•�. 95 t.25'`, ,'� 'gWep, r / / ��/ 95\1 74a��-n°ti°G`9-' "a 1 J / r / I finndanid6 A R C H 1 T E C T 8 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ConsuWlyd SME CONS1RRUC710N PLANS PREPARED BY: 0 20 40 60 GRAPHIC SCALE IN FEET CIVIL ENGINEERING SITE DESIGN 118 East Broadway SL Po Box 566 LEGEND: Monticello. 3 55362 Plane 7o. Mn -0929 www.cW9eed.com ------- s�.---------- Existin Contours I hereby aertlfy that this Wan, specification,a g report was prepared by me or under my direct supervision, and that I am a duly Licensed »--- Existing Storm Sewer Engineer under the laws of the slate of Minnesota. �,`-"' Existing Spot Elevation PrlrltadName: SCOTT DAHLKE 908Proposed Contours signature: ---- b* Proposed Storm Sewer Daft: 04104M2 Llcansak: 24848 x 943.50 Proposed Spot Elevation 2.40 <<< Flow Direction Overflow Route SURVEY DATA SURVEY INFORMATION PROVIDED BY: P'O. BO 306 SURVEYING &ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 a DATED: MARCH 16, 2022 BENCHMARK: ��^O VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERLY, IN , r� n THE INTERSECTION OF 7TH STREET EAST AND III. II�III IIS CEDAR AVE. ELEV.=847.82. �A SFE BENCHMARK MONTICELLO, MN 55362 GL MANHOLE ELEV.-94782 Department of Transportation Specifications for Highway Construction \ and all NPDES requirements except where modified by these contract 9� 8 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1-800-252-1166.) 4. The Grading Contractor shall verify all locations and elevations of � FLOW LINE ELEV -947.6 f � / -''-- . 1 3 `951 �..0 \•� i 1ei C9 `\ \ Fri 1,�� 4. ,G1.� ��,G,,,yy O O l / 11,.. j 'J rti">s+- \\�GCGo g5>`� 99 \.l 4 cti ~J m G o' -b r>> °y> G ° 0 7RANSFOR; °c" °c / 1_ I ai 957. p' 951 PD. �U4 '"O l /` ! \•�. 95 t.25'`, ,'� 'gWep, r / / ��/ 95\1 74a��-n°ti°G`9-' "a 1 J / r / I finndanid6 A R C H 1 T E C T 8 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ConsuWlyd SME CONS1RRUC710N PLANS PREPARED BY: 0 20 40 60 GRAPHIC SCALE IN FEET CIVIL ENGINEERING SITE DESIGN 118 East Broadway SL Po Box 566 LEGEND: Monticello. 3 55362 Plane 7o. Mn -0929 www.cW9eed.com ------- s�.---------- Existin Contours I hereby aertlfy that this Wan, specification,a g report was prepared by me or under my direct supervision, and that I am a duly Licensed »--- Existing Storm Sewer Engineer under the laws of the slate of Minnesota. �,`-"' Existing Spot Elevation PrlrltadName: SCOTT DAHLKE 908Proposed Contours signature: ---- b* Proposed Storm Sewer Daft: 04104M2 Llcansak: 24848 x 943.50 Proposed Spot Elevation 2.40 <<< Flow Direction Overflow Route SURVEY DATA SURVEY INFORMATION PROVIDED BY: P'O. BO 306 SURVEYING &ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 a DATED: MARCH 16, 2022 BENCHMARK: ��^O VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERLY, IN , r� n THE INTERSECTION OF 7TH STREET EAST AND III. II�III IIS CEDAR AVE. ELEV.=847.82. 124 E 7TH STREET GENERAL GRADING NOTES: 1. Specifications applicable for this project: Current standard MONTICELLO, MN 55362 specifications for City of Monticello, MN, and the latest Minnesota Department of Transportation Specifications for Highway Construction and all NPDES requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1-800-252-1166.) 4. The Grading Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction, and immediately notify the Engineer of any conflicts. 5. Erosion Control shall be constructed, as applicable, as sequenced below: A. Silt Fence. B. Rock Construction Entrance. C. Demolition APPLICANT/OWNER: D. Common excavation (grading). MARVIN DEVELOPMENT V E. Seed and mulch or sod (See notes on Landscape plan). 5425 BOONE AVE. N 6. Final Plat shall govern for easements and lot dimensions. NEW HOPE, MINNESOTA 55428 7. Any erosion control items necessary to protect adjacent properties shall be constructed by the Grading Contractor. TENW: 8. Erosion control maintenance shall be performed by the Grading BORDER FOODS Contractor, and removed as per the Contract Documents or as 5425 BOONE AVE. N directed by the Engineer, followed by all necessary restoration of disturbed area. This work shall be incidental to the grading contract. NEW HOPE, MINNESOTA 55428 9. The Grading Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests Contact: Zach Zelickson shall meet the following: Phone: 763-489-2968 A. Within the upper 3' of streets, the Grading Contractor shall utilize approved soils that are within 1% of the optimum moisture content as defined by the Standard Proctor Test -ASTM: 40 SEATS 12,867 S.F. D-698 with compaction meeting 100% Standard Proctor Density and not exceeding this compaction by more than 1%. Below the upper 3', compaction shall meet 95% Standard Proctor PROJECTNO.: CESD#00854 Density, and be within 3% of the optimum moisture content. Grading tolerances shall be 0.1'. B. Grading tolerances for the remainder of the site shall be 0.25'. DRAWN BY: SD 10. All areas of unsuitable soils found in the pad described above that CHECKED BY: SD cannot be corrected shall be located in the field by the Grading Contractor. The Grading Contractor shall immediately notify the ISSUES AND REVISIONS: Engineer of these areas and provide information as to their size and location. 11. The Grading contractor shall provide positive drainage on the site at CIN PLANNING REVIEW 04.04.2022 all times. 12. The Grading Contractor shall keep public streets and travel ways clear of soil and debris. Daily cleaning at the construction entrance shall be performed, especially at the end of each day's work. 13. All silt fence shall be removed at project completion. 14. All proposed elevations are at curb flow line or finished bituminous surface unless otherwise noted. 15. All erosion control best management practices shall be per City standards. GRADING PLAN SHEET INDEX: C1.0 SITE PLAN /'1 C2.0 GRADING AND DRAINAGE PLAN L O C3.0 UTILITY PLAN a C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN S 4� I ~ NORYNWEST CORNER \ OF LOT 7 AND > �� \ POINT OF BEGINNING J /•L' ``� �\ `�� &a FLUW LINE EL£✓.=9479 SURVEY DATA SURVEY INFORMATION PROVIDED BY. NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV.-847.82. 20 40 60 GRAPHIC SCALE IN FEET LEGEND: - -see- - Existing- Contours >> -- Existing Storm Sewer I Existing Water Main > Existing Sanitary Sewer Existing Trees Existing Bndy Line ► Proposed Sanitary Sewer I Proposed Water Main 04 Proposed Gate Valve 0* Proposed Storm Sewer .+ Proposed Fire Hydrant 4 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn•daniels.com Consultant SrrE CONSTRUCf10N PLANS PREPARED BY: CIVIL ENGINEERING SITE DESIGN 118 Eoet eroodray St PO Box 566 Montkelb, Mn 55362 Phots. 763-314-0929 rr.clv9eed.- I hereby certify that this plan, specification, or report was prepared ay me or under my direct supervision, and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Printed Name: SCOTT DAHLKE Signature: Date: 04I04I2022 Licanae Y: 24348 GENERAL UTILITY NOTES 0 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN U§09 and all Minnesota Department of Health and MPCA requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for oil work on this project. �LL. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651-454-0002 or D 1-800-252-1166 out state.) tD 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), and immediately notify the Engineer of any conflicts. 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and 124 E 7TH STREET after construction. Any required supporting structures shall be supplied by the Contractor as work MONTICELLO, MN 55362 incidental to the contract. 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the proposed construction. The Engineer will coordinate with the Utility Company in question to determine the need for relocation of the existing utility. 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and these shall be reported to the Engineer prior to excavation by the Contractor. Once construction has begun, all damage to underground utilities will be assumed to have been caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's expense. B. Final Plat shall govern for easements. 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water source. All associated costs shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall not operate gate valves or hydrants on the City's water supply system. 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local jurisdiction or be subject to being shut down. APPLICANT/ONNER: 11. The Contractor shall keep access roads clear of soil or other debris, and perform daily street MARVIN DEVELOPMENT V cleaning as required by the NPDES permit. Positive drainage, controlled with erosion control and 5425 BOONE AVE. N erosion prevention measures as required by the NPDES permit shall be performed. Inlet protection NEW HOPE, MINNESOTA 55428 shall be installed within 46 hours after inlet construction. Unless specified on the plans or as a bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this shall be performed as incidental to the Contract. TENANT: 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the BORDER FOODS land. 5425 BOONE AVE. N 13. The Contractor shall schedule the soils engineer to facilitate NEW HOPE, MINNESOTA 55428 certification of all controlled fills in a timely fashion. Density tests shall meet the following: A. Density tests shall be taken on all trenches at locations as determined by the Engineer or his representative. Contact: Zach Zelickson B. Within the upper 3' of streets, private drives and parking lots, Contractor shall utilize approved soils Phone. 763-489-2968 that are within 19 optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 with 1009 Standard Proctor Density and not exceeding compaction by more than 19. Below the upper 3', compaction shall meet 959. Grading tolerances shall be 0.1'. 40 SEATS! 2,867 S.F. 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above standards shall be corrected and re -tested by the Owner's testing agent at the Contractor's expense. 15. Contractor shall provide temporary traffic control in compliance with MN/DOT 'Temporary Traffic Control PROJECT NO.: CESD #00854 Zone Layouts Field Manual" most recent version for construction adjacent to travel ways. 16. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior DRAWN BY: SD to the ordering of any fittings, structures, castings, etc. Engineer, Owner or City shall not be responsible for any discrepancies found as depths are estimated. CHECKED BY: SD 17. All manhole castings in pavement shall be sumped 0.05'. All catch basin castings in curb shall be sumped 0.10'. Rim elevations on plan reflect sumped elevations. ISSUES AND REVISIONS: 18. Castings shall be Neenah or equivalent. 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or line CITY PLANNING REVIEW 04.04.2022 relocation required. 20. The contractor shall provide all necessary traffic control. 21. The contractor shall be responsible for all grading and restoration required to restore surfaces to like kind existing condition. 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with in-kind materials and section. All match lines are to be saw cut. 23. Pipe lengths shown are measured center of structure to center of structure. 24. The contractor shall obtain a Utility Excavation Permit from the City Public Works Department prior to commencement of utility connections. 25. PVC pipe crossing over watermain pipe shall be ASTM D 1785, ASTM D 2241, or AWWA C900. 26. Contractor or owner to provide an as -built utility plan once construction is complete. UTILITY PLAN SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN e O C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN &ndaM& A R C H 1 T E C T S \. 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ` \ Consultant \ 0 20 40 60 SITE CONSTRUCTION PLANS PREPARm BY. GRAPHIC SCALE IN FEET CIVIL ENGINEERING SITE DESIGN POLLUTION PREVENTION NOTES 116 East Broadway St LEGEND: YY VVV Mortice oUn 655362 \ .\ Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, phone: 763-314-0929 fabric, construction debris and other wastes must be disposed of properly off-site and must wrr.cw.eed.com comply with construction requirements. -- ..------.- Existing Contours I hereby ce" tllat this plan. specification, or Hazardous materials: oiU, gasoline, point, and any hazardous substance must be properly `•� ••�., �., report was papered try ma or Under my direct stored, including secondary containment, to prevent spills, leaks or other discharge. ResMctad >r Existing $tOrm $elder supervision, end Thal l em a duly Licensed \ \ \ access to storage areae must be provided to prevent vandalism. Storage and disposal must be in compliance with MPCA regulations. Engineer under the taws of the Salle of \ \\ 908 - Proposed Contours Minnesota. External washing of trucks or other construction vehicle. is not allowed on site. No engine SCOTT DAHLKE \•`' NORTHWEST CORNER \ \ degreasing is allowed on site. No concrete washouts are allowed on site. Printed Name: N Proposed Storm Sewer So -r-"a \ OF CGT 7 AND �� �\ \ Concrete truck washout is not to be allowed on site unless washout waste is contained with p Signature: � �\ PCXNT OF BEGINNING + �\ 9 /'j \ � no discharge to ground surface or site drainage facilities. Containment systems are to be �- '^� •} \ \ rLOW LINE located a minimum 50 feet away from drainage facilities and watemoursee. Containment mmmmmmmmm Proposed Silt Fence •�\�• ELF✓.=947.9 systems shall have on impermeable liner. Containment system shall be clearly marked with Data. 04104!2022 Lleanse, C: 24348 er T / \ \\\� signage. 0 Proposed Fiber Logs •„�'• \\,\ `_ _U" Ly�N0 'Orly/, I �` r, \ \\ All sanitary waste must be collected from portable toilet units on site by a licensed waste �. \, S p < \ mane ement contractor. The units must be secured and shall be maintained on a re %/ �� ,�`• >;�\ `rGR,r�CI',y % basis ue needed to prevent overfilling.gular �I Proposed Storm Sewer Inlet Protection \ 1 Flow Direction \• EROSION CONTROL MAINTENANCE SCHEDULE 1.9X S •\ `k'��� �� rn > •, \ 1. Erosion control measures shall be inspected by the contractors representative and Proposed Erosion Blanket maintained by the contractor every Friday and within 24 hours after any rainfall event / \ .� ' `� larger than 1/2' until the project is completed. Maintenance requirements arc as follows: / "`. " �. \.... ROCK CONSTR. ENTRANCE rl silt fence - 1/3 height of fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance refresh as necessary to conform to detail; inlet protection \ aq inserts - remove sediment after each rain event, clean or replace filter when clogged; surface water - drain and stabilize. within 7 days of discovery; and street weeping - i 9 remove ell sediment tracked onto paved surfaces within 24 hours or as directed by City FIBER LOG ° y ,° s,TE eencHAt4RK: - - , Engineer. SURVEY DATA Q '•\_"" �o os .fib$ CL MANHOLE 2. Replacement - Fabric shall be replaced promptly when it decomposes or becomes gb oc� '� ELEV BENCH2 �• ineffective before the barrier is no longer necessary. SURVEY INFORMATION PROVIDED BY: °�° �� FIBER LOG \ 3. Any sediment remaining in place after silt fence is no longer required shall be dressed to NORHWESTERN SURVEYING & ENGINEERING, INC. ° \ \\ conform with the existing grade, prepared. and seeded with appropriate seed mix, as P.O. BOX 3067 FVtr� % o o \ directed by the engineer. c+s \ \ BEMIDJI, MN 56601 / \ q5C' ` \=/35G.2E ° Y ti. \. 4. Removal of the silt fenceh Silt fiances shall be removed when they have served their useful \\` _ \ 0 0 o a \Ort\ tp purpose, but not before the upward sloping area has been permanently stabilized. o �\�\ R DATED: MARCH 18, 2022 0000��;0 \ •\\'� BENCHMARK: �f't'' oO\ `'�'"' -� \ \ VEGETATION GROUND COVER SCHEDULE VERTICAL CONTROL WAS DERIVED FROM MNDOT �IJUr" Its VRS NAV88 DATUM, LOCAL BENCH MARK IS THE '• a"\ c'N• a,,v �^ `'\ 9RB 1. Stabilization of all exposed soil areas must be initiated immediately but in no case CENTER OF THE MANHOLE ON THE \tea^• ' NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN 4 Q t \. � fts completed later than seven an days after the construction activity in that portion of the `� THE INTERSECTION OF 7TH STREET EAST AND site has temporarily or permanently ceased. Seeding and mulching shall conform to / MN C8 +� \ r�yy '\\ �z, \ \ •�\ the latest NPDES requirements for installation schedule with regards tograding.CEDAR AVE. - gAg'� /+ AR'` rJ l\' v' \`+� A �' 2. Permanent turf ground cover shall include all disturbed areas be covered with ELEv.=E47.e2. 124 E 7TH STREET ELF✓.=949 4 .� 6 O t+j .t, r + rT _ •�,� minimum 6' topsoil and sodded or seeded as allowed by City, or as proposed on City INV.=946 h� + a - \ t. �� A9. -\ry$,> - approved landscape plan for the project. Use of law -impact earth moving equipment MONTICELLO, MN 55362 - . -'9\ / _____, c >/ ,�, ;\ T �j? j ,FLOW LINE \, shall be utilized to prevent compaction of the underlying soils. If not otherwise specified. EXISTING PROPERTY DESCRIPTION /( ��a•, c r �� �, • EiEV.=947.6 turf seed to be MnDGT mix 25-121 applied at 61 lbs/ac for sandy and silty /� f/ + O *Y\J` r / �` • y �ir ( "--_.,� I sand soils. MnDOT Type 1 mulch shall be applied at 2 tons/ac and disc SEE SURVEY anchored in areas not covered by sod or erosion blanket. Seeding and mulching shall conform to the latest NPDES requirements for installation c5� % --\ %;.,'i•i�s`,;y� I l I %,i schedule with regards to grading. 3. Temporary ground cover to be MnDOT seed mix 22-111 shall be applied at 31 ib./aa, PROJECT LOCATION or equivalent as approved by City. MnDOT Type 1 mulch shall be applied at 2 tons/oc and disc anchored in areas not covered by sod or erosion blanket. NW 1/4 of the SW 1/4 4. Fertilizer for turf shall be MnDOT Type 3 22-5-10 and applied at 350 lb/ac. Disc 95GE+-- .yi SECTION 11 TOWNSHIP 121, RANGE 25, 950 / •\\ q t1r�., �5D \ ///• +�wrp' ; / fertilizer into top 3' of soil. Specification reference is MnDOT 2574. WRIGHT COUNTY, MINNESOTA. pie, / , ' !( 5. Dormant seed mix shall be used after November 1 or when temperatures do not exceed , ``✓// / ,} + ,� g j`7 `q B ` •�� /F/{6a O� / d ` / I } using same rates specified above. No Beed shall be placed on snow or ice gra \. r 9 r•,`T z '/r% 'pS E ""\. `,� ah"" G y',v v e , i l greateto r the. re in depth. •.\ 9,g0 6. Any seeded areae that do not become established with vegetation shall be re -seeded at 8 .: a s *.� . y� N : / % is Contractor's expense. TOTAL SITE DATA: / °ora _ o'!a `,�2 G / v • "/ 1 7. Erosion blanket shall be installed in seed areas with ground surface slopes of 3H:1V or �\ o a o Cr �' steeper. � 3 \.� �O°1. 010 ,, 9S7 �. o°o' • . ? ? - ei \ ` i' ; (� I TOTAL AREA: 24,325 SF APPLICANT/OWNER: \O _ ..950.�\• w 40 0° 9 G I MARVIN DEVELOPMENT V °o.oa� J ryo- ti rov` �. j GQ r / 3, -7 I EROSION CONTROL NOTES EXISTING IMPERVIOUS AREA: 20,001 SF o s o O. 72 k 1\ 5425 BOONE AVE. N °o°o ~ p /'� ` r { PROPOSED IMPERVIOUS AREA: 19,905 SF t0 v� �' y / s` I t. All devices necessary to control erosion and sediment (I.E. perimeter sift fence, rock NEW HOPE, MINNESOTA 55428 0000 \\O p / d `� ' / construction entrance., swale9. ponds, berms. EfC.) shall be installed prior to a other 000 °o° �- '+s ' �'?�0000000�� m a.•� `� �'' •�f� 1 / `' -D �y ` rry TOTAL PERCENT IMPERVIOUS AREA: 82.09 Oa ,�Cp / I _ _\ construction operations. / 00°° o°o°� % 2. After completion of final grading, exposed soils must be pernonently stabilized within 7 (X of total area; 24,665/50,045) TENANT; O ora°oo�.y g51'�'• y5o°°0 2-1 ?b /r days. Stabilization shall consist of disc -anchored seed & mulch, HECP with fiber 0000ga 000 oa"` ice. oo0g'�' !, h, I ` S ct*{ reinforced matrix, erosion blanket with seed, or sod. PROPOSED DISTURBED AREA: 7,969 SF = 0.18 AC BORDER FOODS d 1 c °ooao �;d, The site must be kept in a well drained condition at all times. The contractor shall be 5425 BOONE AVE. N . / poor, responsible for temporary ditches, or other means necessary to ensure paper drainage. I >g o00 ,p 0o0oa5�.00m ?isAt'rORM+ •_, d<, co C.'1 i The building pad must be provided with a positive outflow. This work shall be incidental NEW HOPE, MINNESOTA 55428 °°°°°D°° z y I to the grading contract. EROSION CONTROL QUANTITIES: °000Qoo4 / f <A \ O \.�� D -a 9 9 g bj ;� IImo�,,,� 4. Entering/exiting of the site shall occur any at rock construction entrance to reduce °0°o°0°dao° 'ora / g, /�' g �' Pi a'V tracking of dirt onto paved streets. Sediment tracked onto streets during working hours ITEM: QUANTITY UNIT Contact: Zach Zelickson o o„d o$o / % !. , m r I�.r I must be reclaimed via street scraping and sweeping at the end of each waking day. ROCK ENTRANCE 1 EA Phone: 763-489-2968 i O 957 C, .ora °t o0 / y Stormwater discharge pipe outlet energy dissipation shall be provided by rip -rap with o .. o ,� SILT FENCE 0.0 LF 0 0 size, quantity, and placement in accordance with City standards. Rip -rap installation X0000°0`95 shall be within 24 hours of WOOD FIBER LOG 80 LF pipe installation. 0 6. Install sift fence around all temporary inactive stock Iles which are not lace within MULCH TYPE 1 & DISC ANCHOR 0.02 AC °o°o°o00°0°0\\� I P rY P P 40 SEATS 2,867 S.F. NPN, ,p °a°a 000.b0o Coll �� 3. O o t tc r ,t existing silt fence area or other perimeter erosion controls. EROSION BLANKET CAT. 3 0 SY O \ \ 951.25� o°a°oil a0o0a0o°" ,� -/ �:� 7. Stabilization of temporary or permanent drainage d'tche. that drain water from the 0 0 0 0 0 / I ? V``+O I I construction site must be initiated within 24 hours of connecting the drainage ditch to INLET PROTECTION 6 EA 951.37E 48 � ' h t4, - I any store water conveyance system and must be completed using erosion blanket. C n h Sufficient ufficenpereonelequipment. d tilshall bmobilized within 2hf , equpmen, anmaterials sae mozewn 4 ours of #00854 it PROJECT NO.: CES work andi written order ownerby the owners representative nstall temporary erosion control wok in trrective the case of an emergency. DRAWN BY: SD / 9U✓O/N 1 / t , EROSION CONTROL INSTALLATION SCHEDULE - CHECKED BY; SD 1. Sift fence shall be installed or restored prior to any construction. Silt fence I J shall be located as shown to intercept runoff. The area located beyond the ISSUES AND REVISIONS: perimeter sift fence shall not be disturbed during construction. 2. Rock Construction Entrance shall be installed prior to grading operations. 3. All storm sewer inlets shall have inlet protection inserts installed. Inserts shall CITY PLANNING REVIEW 04.04.2022 be 'Road rain -Top Slob' or 'Rad Drain -Curb & Gutter' inlet protection devices as manufactured by WIMCO (or approved equal) and installed per manufacture's /\ recommendation.. 4. All erosion control installations shall remain in place and be maintained in good / 1 \ condition by the contractor until the site has been re -vegetated, at which time it shall be removed by the contractor. For proposed paved surface areas, the contractor may remove necessary silt fencing to construct roadway, while maintaining adequate erosion control in adjacent areas. I( i 5. Sufficient topsoil shall be stockpiled to allow for the replacement of 6' topsoil for disturbed areas to be re-vegetoted. / 6. The contractor shall schedule site grading, utility installation and roadway construction so that the general site can be mulched and re -seeded soon after j disturbance. Areas that will not be subject to construction traffic for 7 days / I shall be seeded and mulched or sodded within 7 days of final grading. I / / EROSION i SHEETINDEX: CONTROL PLAN / C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C4.0 � a O C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN ~` NORTHWEST CORNER \ �` \ OF LOT 7 AND \ POINT OF 8EG/NNING FLOW LINE \ t y0 ELEV.=947.9 si"Dor Ori R "�•� 1. \ �` \ F r EXISTING SIGN TO REMAIN C. REMOVE & DISPOSE 62 LF? CURB & GUTTER kph ! REMOVE & DISPOSE 62 LF / LIGHT POLES NOTE: MAINTAIN PASSABLE ACCESS TO AMERIC INN AT ALL TIMES /h / DURING CONSTRUCTION REMOVE & DISPOSE 7.262 SF CONCRETE & BITUMINOUS\ SURFACE 9sc.35 REMOVE & DISPOSE 62 LF CURB & GUTTER 1N , REMOVE & DISPOSE 62 LF LIGHT POLES REMOVE & DISPOSES ELECTRIC VAULT Q�eP� 1 / I 95x.39 REMOVE PAINT STRIPES ABANDON ELEC. \\ WIRE IN PLACE k 951.25'. 851.3T ' REMOVE & DISPOSE BOLLARD REMOVE & DISPOSE 126 LF CURB & GUTTER / REMOVE & DISPOSE 45 LF \ CURB & GUTTER REMOVE & DISPOSE 215 SF _- 41D CONCRETE SIDEWALK iu4Rx: £ \` � REMOVE &RELOCATE NO 782 \\` °t \ "PARKING SIGN 20 FT SE ABANDON ELECTRIC sA :'VAULT IN PLACE d'\ » - � � FLOW LINE t ♦\\ m sW FLELEV.=9476 `1 i r g ? J REMOVE & DISPOSE 383 SF k/ ••'/ CONCRETE SIDEWALK „I 0 j l A i a dr J / a & ryo ".,REMOVE & DISPOSEy131 SF BUILDING 46;! , REMOVE & DISPOSE MENU sBOARDS c j1 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND: Existing Contours --- - Existing Sanitary Sewer ---- Existing Water Main - > - --- Existing Storm Sewer Existing Trees Existing Bndy Line PROPOSED DEMOLITION & REMOVAL AREA PROPOSED TREE REMOVAL AREA L Illi 1_o i ;I,, A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com Consultant SITE CONSTRUCTION PUNS PREPARE) BY: CIVIL ENGINEERING SITE DESIGN 116 Eaet Broadway St PO Boa 566 Monticello, Mn 55362 Ptwne: 763-314-0929 www.oWileed.com hereby certify that this plan, specification, or report was prepared by me or under rrry direct supervision, and that I am a duty Licensed Engineer under the laws of the State of Minn. Printed Name: SCOTT DAHLKE Slgnatum: Sd-,`Lam Date: 04104022 Licen•• A: 24348 SURVEY DATA SURVEY INFORMATION PROVIDED BY: NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: a VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV.=847.82. EXISTING PROPERTY DESCRIPTION ISL�I�TM SEE SURVEY PROJECT LOCATION 124 E 7TH STREET NW 1/4 of the SW 1/4 MONTICELLO, MN 55362 SECTION 11 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. DEMOLITION NOTES 1. Install perimeter sediment controls as soon as possible during clear and grub operations. See Erosion Control Plan. 2. Provide air quality control measures at the request of the Engineer or City Representatives. Take necessary measures to keep dust levels to a minimum. Provide sweeping of adjacent paving as needed, or as required by the City Engineer. 3. Locate and protect all utility lines prior to and during demolition. Utility locations shown are based on best available information and are not guaranteed. Contact private utility service for disconnection APPUCANT/OWNER: and removal. MARVIN DEVELOPMENT V 4. Remove or relocate all existing site features that interfere with the 5425 BOONE AVE. N proposed construction. NEW HOPE, MINNESOTA 55428 5. Protect existing site features that are to remain during construction. Replace anything damaged with new construction. 6. Pavement shall be saw cut at limits of removal unless noted TENANT: otherwise. Do not impede existing traffic circulation to adjacent BORDER FOODS businesses or streets. 5425 BOONE AVE. N 7. Sufficient topsoil shall be stockpiled to allow for the replacement of NEW HOPE, MINNESOTA 55428 6" of topsoil in disturbed areas to be re-vegitated. 8. All construction and post -construction parking shall be on-site. At Contact: ZachZelickson no time shall parking, loading, or unloading be allowed on public Phone: 763-489-2968 streets. 9. Storage of materials or equipment shall not be allowed within public Right -of -Way and shall be maintained on site within project boundaries. 40 SEATS / 2,867 S.F. PROJECT NO.: CESD #00854 DRAWN BY: SD CHECKED BY: SD ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 EXISTING CONDITIONS & SHEET INDEX: DEMOLITION C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PIAN C3.0 UTILITY PLAN C4.0 EROSON CONTROL PLAN C5.0 C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN 0 - - -- - - - ---- -- - ---------------------------------- ---- - -------------- C CAST*4�A1IARTNG STANDAM FRAME a010" - -------------- --------------------------------- I'm MY !W(XMER� m SNNL EST CUSS I xY GASFMACE FRECAsr PPE. EXCEPT 41' M wY K ASM c In CONCaIE PPE SEE II'I,01 SfNgWO PLAIRE 3EXXI (Ilp TONGUE Wt1GROM AT TOP oe ISEXIMM, 1. IF To Io* GEN. - sour cclwardiNlciCilorlM- (NICK w BLOCK) '"om I w INGNEER OUTSIDE ANDOUTSIDER AoDEAME WE cc"NEC`KI It a• PDUNED COHCtE1E BASE, EOR T TE mcat "'m 6A SEE MMXr' SZ.IAP0 MAR 101+ D-om Am 2'RWAD AREA TO M REaIREo maFlw. Qi REFER TO STANDARD PANS FOP HEF AND [XIMETEA REWRED .....................................-.,../y -- - - ----------------------- 02 M44HOLE STM S- aE OR ;ft N� PS-ff (w . oicusT,t� w �FER to - PEXULAT ANO SPACED Is' X. 0) NNIMW STEEL RE.ORCEMENT EO N.ENI STEEL ANFA N HIRE wv K USED OwEPAI DMENSX,6 rM ooiIcarrE APPLY UTCH pPtROR bwSN To I'll -D COW� � U- coNSTR1x _ ALSO. EXCEPT A6 NOTED. _i�d 2- - FOR PRECAST, 3 SecKS OR YDCx ...U. `oA 'sOW" NNSNCnON SFWEP BRICK (MMCF Sm -) aLOCN� AMS CONSIR.ICTpN 0 RENiORCEYEN AS PER M.IXrr SPEC 3301._CftN GO, ............. Tm.: Standar for Standard Plate Library City of Monticello Stord m SewerManhole Standard Plate Library and Class B Bedding City of Monticello - - 03-05 RevisIxl: 4001 03-17 4* CONCRETE PAVEMENT W/ 3" POLY FIBERS AT 4.0 LB/CY (ALTERNATE W/6 -X6--#10/10 W.W.M.) MNOOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.28 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SLIPFORM PLACEMENT (4,500 PSI) MX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS ----------------------------------- --------------------- - --- * -------- - -------------- 'y .....................................-.,../y -- - - ----------------------- J004TS jA J tat 0612 CONCRETE CURB A, GUTTER - - ------------------------------------------------------ TRI.: (C\� Typical Trench Compaction Standard Plate Library and Class B Bedding City of Monticello - - Dow: 03 -0 5 P'o*s No- Riwd: 03-15 1007 ............. 4* CONCRETE PAVEMENT W/ 3" POLY FIBERS AT 4.0 LB/CY (ALTERNATE W/6 -X6--#10/10 W.W.M.) MNOOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.28 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SLIPFORM PLACEMENT (4,500 PSI) MX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS - --- - ----------- Standard Plate Library Standard Catcb Basin Chi, of Monticello D --eTt-1, --- n-5 TI ------ ------- -W 03-05 Pie" N' 4002 03-117 j-------------------------- CONCRETE PAVEMENT 3" POLY FIBERS AT 4.0 LB/CY LTERNATE j- EPDXY COATED REBAR 18- O.C.) IDOT SPEC 2461 CLASS V AGGREGATE BASE DOT SPEC 3138 IBGRADE PREPARATION TOP TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SLIPFORM PLACEMENT (4,500 PSI) MIX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS .................................... ..... ------------------ 71 w .E Talisa .............. REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 'y EXPANSION '13 J004TS jA J tat 0612 CONCRETE CURB A, GUTTER CIMPER PLATE. le ;Is 'A• --PLAN to B616 CONCREFE CURB & CUTTER V4 n-' wATN VARIES 5. MODIFIED DESIGN 'D` CURB & GUTTER TM*; Concrete Curb & Gutter "'R Standard Plate Library for Streets City of Monticello 03-05 . ............. 5005 03-15 - --- - ----------- Standard Plate Library Standard Catcb Basin Chi, of Monticello D --eTt-1, --- n-5 TI ------ ------- -W 03-05 Pie" N' 4002 03-117 j-------------------------- CONCRETE PAVEMENT 3" POLY FIBERS AT 4.0 LB/CY LTERNATE j- EPDXY COATED REBAR 18- O.C.) IDOT SPEC 2461 CLASS V AGGREGATE BASE DOT SPEC 3138 IBGRADE PREPARATION TOP TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SLIPFORM PLACEMENT (4,500 PSI) MIX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS 1 7F 17--) Standard Plate Library City of Monticello -------------- ---------------------- 2" BITUMINOUS WEAR COURSE SPWEB2408 MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE SPNWB230B MnDOT SPEC 2360 B" CLASS V AGGREGATE BASE MnDOT SPEC 3138 SUBGRADE PREPARATION TOP 6' TO PASS PROOF ROLL CONCRETE PAVEMENT - LIGHT DUTY CONCRETE PAVEMENT - HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS Ind. Catch Basin Manhole .Dols:. . ........ #let. No. 03-05 4003 03-17 ------------------------------ 2' .2' WOOD POSTS 0. '_JTER FABRIC 1 D.C. RAFI-ENVIRO FENCE APPROVED EQUAL) MIN. W*- MAX 36" ABOVE GRADE DIRECTION OF DRAINAGE BACKFILL. V , 1* TRENCH E UN.,STUREIED SOL SILT FENCE NOTES, 1. SILT FENCE SHALL BE BLACK IN COLOR 2 DIG A 8X8' TRENCH ALONG THE INTENDED FENCE UNE, OR MACHINE SLIDE TO 8' DEPTH. 3: DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TROXIL 4. LAY OUT SILT FENCE ON THE UPHLL SIDE ALONG THE FENCE LINE, AND BACK FULL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC, 6. REMOVE SILT FENCEAFTER TURF IS ESTABLISHED. SILT FENCE DETAIL ----------- - COMM IT C URG AND GL rrER EXPRMON JOINTS EXPANSION '13 J004TS jA J --- ----------------- 5. ----------------- -- -- /_ ---- ------- - ------- ---- CONCRETE TO BE EXPANSON EXPANSION POURED INTEGRALLY JOINTS L-A Joan$ WITH CURB --PLAN 8618 CONCRETE COBS AND GUTTER Dote: 1..N; 03-07 Belie.& 03-15 6004 ------- -- -- ---- wATN VARIES 5. SECTION B -B SECTION A -A Tric Standard Plate Library Commerntrance cial Driveway E City of Monticello------ D.W P. No. 03-05 5008 - --------------- . ........ -- ..... -.. 1 7F 17--) Standard Plate Library City of Monticello -------------- ---------------------- 2" BITUMINOUS WEAR COURSE SPWEB2408 MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE SPNWB230B MnDOT SPEC 2360 B" CLASS V AGGREGATE BASE MnDOT SPEC 3138 SUBGRADE PREPARATION TOP 6' TO PASS PROOF ROLL CONCRETE PAVEMENT - LIGHT DUTY CONCRETE PAVEMENT - HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS Ind. Catch Basin Manhole .Dols:. . ........ #let. No. 03-05 4003 03-17 ------------------------------ 2' .2' WOOD POSTS 0. '_JTER FABRIC 1 D.C. RAFI-ENVIRO FENCE APPROVED EQUAL) MIN. W*- MAX 36" ABOVE GRADE DIRECTION OF DRAINAGE BACKFILL. V , 1* TRENCH E UN.,STUREIED SOL SILT FENCE NOTES, 1. SILT FENCE SHALL BE BLACK IN COLOR 2 DIG A 8X8' TRENCH ALONG THE INTENDED FENCE UNE, OR MACHINE SLIDE TO 8' DEPTH. 3: DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TROXIL 4. LAY OUT SILT FENCE ON THE UPHLL SIDE ALONG THE FENCE LINE, AND BACK FULL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC, 6. REMOVE SILT FENCEAFTER TURF IS ESTABLISHED. SILT FENCE DETAIL -------- ---- - --- ------ - ------ -------- - - --- -- ------ - ------- 6,-d p,,;sf. s) MOOT J.n CA -45 or CA -M Ro,.p 13'crinq z - S11 A@ ji gg, ;E.Twile f -m S_tC!iDN A -A W'ft NOTCS Ch --e L'Crp�q F-71 8 �, T '� ��s';.-_ :.-�,,.. "T i i III ! I _ , z�m- B� �' "_e L------------------ . ............ If '_'e Pt A'{ 5G moi^ ----- - ------- -------_------------------ -- ----------- ------------------- ----------- -- - .... Commercial Gravel Standard Plate Library Construction Entrance - ----- --------- V_�_ City of Monticello Dorte: 06-14 Plot. No. R.,,Isad: 03-15 6002 'k- --- -- - ----- ----- - 1/2"RAD. 1/2'R J663"RAD. R j 0 SLOPE: 3 47 4 -PE -_-1 1/2-R 1/2 -RAD "PER FT 1 OP 3 OPER FT ;`0 SLOPE 3 4 B612 (OUTFLOW) ul - M2 - CONTRACTOR SHALL USE OUTFLOW STYLE CURB IN A� THAT SLOPE AWAY FROM THE CURB. 8- 12 0612 CURB A, GUTTER 8812 STAN154M (TIP -OUT FLOWILINE11 NOTES: 1) CONTROL JOINTS SHALL BE 7' MAXIMUM AND STABBED FRONT AND BACK. 2) AT ALL TRENCHES 2f4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. 3) 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10 FEET IN LENGTH. CONCRETE CURB AND GUTTER DETAILS SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSON CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-danials.com Consultant SITE CONSTRUCTION PLANS PREPARED BY: CIVM ENGINEERING SITE DESIGN 118 Est Br-doy St. PO Box 568 M.nuc`110-Mn 55362 PI1on1X 763-314-0929 W-civIoId- I hereby Gently that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Engineer under the Im of the State of Minnesota. Printed Nam: SCOTT DAHUKE Signature: S'I�k^ Date: 04104r2022 License 24348 124 E 7TH STREET MONTICELLO, MN 55362 APPLICANT/OWNER: MARVIN DEVELOPMENT V 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 TENANT: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 40 SEATS / 2,867 S.F. PROJECT NO.: CESID #00854 DRAWN BY: SO CHECKED BY: SID ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 DETAILS C6.0 TACO BELL MONTICELLO, MN ----------------------------------------- ----------- --- ---- -------------- ----------- -------------- 4 1 !7 71 7�7/ LAH Znm .0 'u- .7 fk-ER A -FLY tX:I-E .'7w - ---------- ------- --- -------------- To.: Inlet Protection Standard Plate Library Catch Basin Insert City of Monticello -1 --------------- Dote: 1..N; 03-07 Belie.& 03-15 6004 ------- -- -- ---- -------- ---- - --- ------ - ------ -------- - - --- -- ------ - ------- 6,-d p,,;sf. s) MOOT J.n CA -45 or CA -M Ro,.p 13'crinq z - S11 A@ ji gg, ;E.Twile f -m S_tC!iDN A -A W'ft NOTCS Ch --e L'Crp�q F-71 8 �, T '� ��s';.-_ :.-�,,.. "T i i III ! I _ , z�m- B� �' "_e L------------------ . ............ If '_'e Pt A'{ 5G moi^ ----- - ------- -------_------------------ -- ----------- ------------------- ----------- -- - .... Commercial Gravel Standard Plate Library Construction Entrance - ----- --------- V_�_ City of Monticello Dorte: 06-14 Plot. No. R.,,Isad: 03-15 6002 'k- --- -- - ----- ----- - 1/2"RAD. 1/2'R J663"RAD. R j 0 SLOPE: 3 47 4 -PE -_-1 1/2-R 1/2 -RAD "PER FT 1 OP 3 OPER FT ;`0 SLOPE 3 4 B612 (OUTFLOW) ul - M2 - CONTRACTOR SHALL USE OUTFLOW STYLE CURB IN A� THAT SLOPE AWAY FROM THE CURB. 8- 12 0612 CURB A, GUTTER 8812 STAN154M (TIP -OUT FLOWILINE11 NOTES: 1) CONTROL JOINTS SHALL BE 7' MAXIMUM AND STABBED FRONT AND BACK. 2) AT ALL TRENCHES 2f4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. 3) 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10 FEET IN LENGTH. CONCRETE CURB AND GUTTER DETAILS SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSON CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-danials.com Consultant SITE CONSTRUCTION PLANS PREPARED BY: CIVM ENGINEERING SITE DESIGN 118 Est Br-doy St. PO Box 568 M.nuc`110-Mn 55362 PI1on1X 763-314-0929 W-civIoId- I hereby Gently that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Engineer under the Im of the State of Minnesota. Printed Nam: SCOTT DAHUKE Signature: S'I�k^ Date: 04104r2022 License 24348 124 E 7TH STREET MONTICELLO, MN 55362 APPLICANT/OWNER: MARVIN DEVELOPMENT V 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 TENANT: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 40 SEATS / 2,867 S.F. PROJECT NO.: CESID #00854 DRAWN BY: SO CHECKED BY: SID ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 DETAILS C6.0 TACO BELL MONTICELLO, MN Taco Bell SMALL TOWN NEW IMAGE REMODEL TACO BELL. 124 E. 7TH STREET MONTICELLO, MN 55362 1 ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS. AND REGULATIONS OF THE CITY OF MONTICELLO, MN. 2. ALL ELEMENTS NECESSARY TO CREATE A LEGALLY OCCUPIABLE BUILDING SHALL BE PROVIDED. 3. G.C. TO PROVIDE AS -BUILT DOCUMENTS TO TENANT PRIOR TO PROJECT CLOSE OUT. 4. ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS ARE RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PER CODE. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. 6. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE CONTRACTOR. T INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC. WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND /OR CORRECTION. 8. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. 9. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY BORDER FOODS, IN WRITING, PRIOR TO INSTALLATION. 10. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION BY FAILURE TO DO SO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION. 11. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. 12, G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. 13. IT IS THE G.C'S RESPONSIBILITY TO CONFIRM THE AVAILABLE'RESIDUAU WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE TENANT IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. 14. THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A PLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES. 15. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. 16. THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTIONS OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8' IN ORDER TO MAINTAIN INTEGRITY OF STRUCTURE, 17. G.C. SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. 18. SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT, PLEASE ASK TENANT FOR A COPY OF APPLICABLE SECTION. 19. G.C. SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND E.I.F.S. WORK PREFORMED AT THE CONCLUSION OF THE PROJECT. I PROJECT GENERAL NOTES I NAME ROOM NAME X SHEET NUMBER X AXXX X ELEVATION NUMBER X CEILING HEIGHT SECTION NUMBER DIRECTION OF DETAIL AXXX SECTION SHEET DETAIL NUMBER @y___1__DETPdL SHEET XQ REVISION NUMBER X ELEV.LETTER ELEV.SHEET ODOOR NUMBER OX WINDOW NUMBER/ DECOR REM NUMBER EX EXTERIOR WALL FINISH NUMBER O KEY NOTE NUMBER EQUIPMENT NUMBER XX -X ROOM FINISH NUMBER X{}�. BLDG. HEIGHT Y ELEV. REFERENCE POINT REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS SITE Q Tl - F m -N VICINITY MAP DESCRIPTION OF PROJECT: THIS PROJECT INVOLVES THE REMODEL OF AN EXISTING TACO BELL RESTAURANT. THE EXTERIOR FACADE WILL BE MODIFIED TO MEET NEW CORPORATE DESIGN, COLOR AND SIGNAGE REQUIREMENTS. SITE IMPROVEMENTS INCLUDE MODIFYING EXISTING DRIVE-THRU ENTRY POINT TO HAVE DUAL ENTRY POINTS - NEW DIGITAL MENU BOARDS, SPEAKER BOXS, AND CANOPY / CLEARANCE BARS AT THE DRIVE-THRU ORDER AREA. THE ROOF WILL HAVE SOME EQUIPMENT UPDATED. AT THE INTERIOR, THE DINING ROOM WILL HAVE UPDATED SEATING AND FINISHES, NEW RESTROOMS. AND NEW FRONT COUNTER LAYOUT. THE BACK OF HOUSE HAS SOME LIMITED EQUIPMENT AND FINISHES BEING REPLACED, WITH A NEW DRY STORAGE, WALK-IN COOLER, AND TRASH ROOM ADDITION AT THE REAR OF THE BUILDING. LEGAL JURISDICTION: CITY OF MONTICELLO, MN BUILDING CODE: 2020 MINNESOTA STATE BUILDING CODE 2020 MINNESOTA PLUMBING CODE 2020 MINNESOTA MECHANICAL AND FUEL GAS CODES 2020 NATIONAL ELECTRIC CODE 2020 MINNESOTA FIRE CODE 2020 MINNESOTA ACCESSIBILITY CODE 2020 MINNESOTA ENERGY CODE BUILDING AREA: 2,460 S.F. SEATING: 32 EXISTING BUILDING: 1,847 S.F. EXISTING REMOVED: 130 S.F. PROPOSED NET ADDITION: 743 S.F. OCCUPANCY: A-2 TYPE CONSTRUCTION: V -B (EXISTING WOOD FRAME CONSTRUCTION) FIRE SPRINKLER: BUILDING -NOT EXISTING (KITCHEN HOOD PROTECTED BY EXISTING ANSUL SYSTEM) EGRESS REQUIREMENTS: NUMBER OF EXITS REQUIRED - DINING ROOM (TABLE 1006.2.1): 2 (2 EXISTING) NUMBER OF PUBLIC ACCESSIBLE ENTRANCES / EXITS (1009.1): 2 (2 EXISTING) REQUIRED ASSEMBLY AISLE WIDTH (1029.9.1(4)(EX.1)): 36' REQUIRED AISLE ACCESS WAY (1029.13.1.1 -LESS THAN 12 FEET LENGTH): 12' EXISTING BUILDING AREA AND OCCUPANT LOAD: TYPE AREA FACTOR OCCUPANTS PUBLIC - DINING ROOM 385 N.S.F. 1:15 S.F. 26 PUBLIC - CUSTOMER AREA 133 N.S.F. 1:5 S.F. 27 KITCHEN - COMMERCIAL 677 G.S.F. 1:200 S.F. 4 STORAGE 307 G.S.F. 1:300 S.F. 2 OFFICE 46 G.S.F. 1:100 S.F. 1 VESTIBULE 118 N.S.F. 0 0 WALK-IN COOLER / FREEZER 195 G.S.F. 0 0 RESTROOMS 126 S.F. 0 0 TRASH 243 S.F. 0 '0 MISC. 230 S.F. 0 0 TOTAL 2,460 S.F. 60 PLUMBING FIXTURE REQUIREMENTS PER PER TABLE 2902.1: TOTAL OCCUPANTS = 60 = 30 WOMEN / 30 MEN CLASSIFICATION: ASSEMBLY (A-2) REQUIRED PROVIDED WOMEN I MEN WOMEN I MEN WATER CLOSETS (1:75) 0.4 1 0.4 11 1 LAVAT RIES 12 1 0.15 0.15 1 1 SERVICE SINK 1 1 1 DRINKING FOUNTAIN NOT REQUIRED: PER MSBC TABLE 2902.1 i ACCESSIBLE PARKING SPACES: 2 SPACES STANDARD PARKING SPACES: 25 SPACES SIGNAGE PROPSED: PYLON SIGN: 28 S.F. (EACH FACE) (TACO BELL SIGN ADDED TO EXISTING'AMERICINN' PYLON SIGN) WALL SIGNS: TOTAL PERMITTED: 15% OF WALL FACING STREET FRONTAGE NORTH ELEVATION = 888 SQ. FT. X 15% = 133 SO. FT. PERMITTED WALL SIGNS PROPOSED: NORTH ELEVATION: AREA = 23.43 SQ. FT. WEST ELEVATION: AREA = 23.43 SQ. FT. EAST ELEVATION: AREA = 23.43 SQ. FT. TOTAL: AREA = 70.29 SQ. FT. PROJECT SUMMARY OWNER ARCHITECT H & M SCHWARTZ TRUS FINN DANIELS ARCHITECTS P.O. BOX 7258 2145 FORD PARKWAY, SUITE 301 CARMEL, CA 93921 ST. PAUL, MN 55116 ❑ CONTACT: GREG DAHUNG ❑ PHONE: 651.888.6884 TENANT BORDER FOODS, LLC CIVIL ENGINEER 5425 BOONE AVENUE NORTH CIVIL ENGINEERING SITE DESIGN, LLC NEW HOPE. MN 55428 118 E. BROADWAY ST. CONTACT: NATHAN WENGER MONTICELLO, MN 55362 PHONE: 763.489.3004 CONTACT: SCOTT DAHLKE ❑ PHONE: 763.314.0929 ❑ A100 SITE DETAILS PROJECT DIRECTORY w d� z 3 N a� g U ❑ ISSUED FOR PRELIM. PLANNING & ZONING REVIEW ISSUED FOR PERMIT/ CONSTRUCTION Q ISSUED FOR REFERENCE ONLY Q ISSUED FOR CONSTRUCTION WITH REVISED INFO GENERAL ❑ G000 TITLE SHEET CIVIL ❑ C1.0 SITE PLAN ❑ C2.0 GRADING PLAN ❑ C3.0 UTILITY PLAN ❑ C4.0 EROSION CONTROL PLAN ❑ C5.0 EXISTING CONDITIONS & DEMOLITION ❑ C6.0 DETAILS ARCHITECTURAL ❑ D200 DEMOLITION FLOOR PLAN ❑ D300 DEMOLITION EXTERIOR ELEVATIONS ❑ A100 SITE DETAILS ❑ A101 SITE DETAILS ❑ A102 SITE DETAILS ❑ A103 SITE LIGHTING PHOTOMETRIC ❑ A20G FLOOR PLAN ❑ A300 EXTERIOR ELEVATIONS ❑ A301 EXTERIOR ELEVATIONS SHEETINDEX A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date "AO; TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3004 ENDEAVOR - SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.: TB21-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04.2022 . 0L al TITLE SHEET G 0 0 0 TACO BELL, MONTICELLO, MN r— — T ------------------------------ T- — — -1 1 ___ I i I N N // / All PA I L — — ,J L J 1 }( P— ru—TK-M—1 11—I 1� g �� _ t� MENS /I I I �i C — -- - - I HA I on -1411 �j 11� A — a IIIP + L IIII I I 1 r I II F ----------- �1SlW141 I /�hEa—; 1 l It — — it IL410 _ _ _ _ _ _ _ _ — — —IL6 i a OP a� ----- — — '' O ----I Illi I� _J /I 1 / L_ _1L== J O R------—� I'1i Ili a 1 i 1 IVE-TH �; _ � - — , •�,, 1 I I I J Ire / - T -------- A / J / _II--� Iml OI L I — _--J L Jiq, 1 O i 1 I 1/4'=1-o' DEMOLITION FLOOR PLAN TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFO. DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES) 1 3 1 DEMOLITION LEGEND IQTY1 ITEM DESCRIPTION 1QTY1 ITEM DESCRIPTION NOTES: 1. CONTRACTOR TO FINAL COORDINATE / VERIFY LIST OF EQUIPMENT TO BE REMOVED WITH TENANT PRIOR TO PROCEEDING WITH WORK. 2. COORDINATE ALL EXISTING UTILITY CONNECTIONS WITH SPECIFICATIONS OF REPLACEMENT EQUIPMENT. MODIFY AS REQUIRED. 1 4 I EQUIPMENT REMOVE / DISCARD SCHEDULE I O XXXX S 1 DEMOLITION KEYNOTES I . THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS, MISCELLANEOUS ITEMS. ETC. AS INDICATED BY THE KEY NOTES AND DASHED LINES. 2. GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN. GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING THIS DEMOLITION PROCESS THAT WILL EFFECT THE NEW WORK. 3. THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY. 4. CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS, AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION. DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT SURFACE FINISHES TO REMAIN AS REQUIRED. 6. CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER TEMPORARY SUPPORT NECESSARY FOR THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE. 7. IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT IMMEDIATELY. 8. VERIFY LOCATION OF NEW CONSTRUCTION. 9, WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING SURFACES ARE TO BE REPAIRED FOR NEW CONSTRUCTION / FINISHES 10. GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE DEMOLITION PROCESS. 11. NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH OWNER/TENANT PRIOR TO INSTALLATION. 12. VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION. 13. INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS & WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE & IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND. 14. SEE SITE PLAN ON SHEET At 00 FOR ANY SITE DEMOLITION WORK. 15. SEE DEMOLITION REFLECTED CEILING PLAN SHEET D201 FOR ANY CEILING DEMOLITION WORK. 16. G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS. 17. POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. 18. TABLES AND CHAIRS ARE FIXED ELEMENTS AND REMOVALJDEMOUTION WILL REQUIRE UNBOLTING AND/OR CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB. CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER BUILDING ELEMENTS AND FINISHES AS REQUIRED. 19. ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. 1 2 1 GENERAL DEMOLITION NOTES A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner. H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763 489,3004 ENDEAVOR - SUCCESSOR 32 SEATS / 2,460 S PROJECT NO.: TB21-33 DRAWN BY, KDI CHECKEDBY. GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04.2022 .L �N DEMOLITION FLOOR PLAN ly,40 1 TACO BELL, MONTICELLO, MN :. - 1 1 1/4'-1-o DEMOLITION WEST EXTERIOR ELEVATION 1 2 1 - DEMOLITION NORTH EXTERIOR ELEVATION 1 3 1 1/4 1 o DEMOLITION SOUTH EXTERIOR ELEVATION 4 :.'. ...•...' .:•.. 20 �tt TYP. 4 1 DEMOLITION EAST EXTERIOR ELEVATION O EXISTING BUILDING SIGNS TO BE REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. MODIFY EXISTING POWER AS REQUIRED FOR NEW SIGNAGE SCHEDULED. O NOT USED. O EXISTING ROOF TILES TO BE CAREFULLY REMOVED BACK TO SUBSTRATE. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. REMOVE PORTION OF ROOF SHEATHING AS INDICATED OF DEMOLITION EXTERIOR WALL SECTIONS. ® EXISTING METAL CAP FLASHING TO BE CAREFULLY REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. I./ EXISTING ELECTRICAL EQUIPMENT TO REMAIN. O EXISTING GAS METER TO REMAIN. O7 EXISTING BOLLARD TO REMAIN. PROTECT FROM DAMAGE. Q EXISTING REAR SERVICE DOOR TO BE REMOVED, O EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED. SEE DEMOLITION EXTERIOR WALL SECTIONS FOR ADDITIONAL INFORMATION. 10 EXISTING ALUMINUM ENTRY DOOR TO BE REMOVED AND REPLACED WITH NEW. SEE SHEETS A000 AND A200 FOR I. ADDITIONAL INFORMATION. 11 EXISTING TRASH ENCLOSURE TO BE REMOVED IN ITS ENTIRETY. 12 EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE EXISTING WIRING BACK TO SOURCE, (_13 EXISTING HOSE BIB TO BE REMOVED. SEE A300 AND A301 FOR NEW LOCATION. 14 EXISTING HOSE BIB TO REMAIN. PROTECT FROM DAMAGE. EXISTING GLAZING FRAMES TO REMAIN. PROTECT FROM DAMAGE. EXISTING GLAZING TO BE REMOVED AND REPLACED WITH NEW. 16 EXISTING GLAZING FRAME AND GLAZING TO BE REMOVED IN ITS ENTIRETY. 17 EXISTING PRE -FAB WALK-IN COOLER / WALK-IN FREEZER ADDITION TO BE REMOVED AND RETAINED FOR RELOCATION. REMOVE EXISTING ASSOCIATED SLAB AND FOUNDATION, REFER TO D200 A200 AND A205 FOR ADDITIONAL INFORMATION. 18 EXISTING CO2 TANKS TO REMAIN. PROTECT FROM DAMAGE 19 REMOVE EXISTING EXTERIOR CAMERAS - COORDINATE RELOCATION OR PROVIDE NEW WITH BORDER FOODS. CDEXISTING STUCCO FINISH TO BE CAREFULLY REMOVED BACK TO SUBSTRATE. PROTECT SUBSTRATE AND ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE (TYPICAL ENTIRE BUILDING). 21 EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO BE REMOVED O SEE CIVIL DRAWINGS FOR MODIFICATIONS TO EXISTING CURBS. 23 LOCATION OF EXISTING ROOF DRAINS, OVERFLOW DRAINS, AND DOWNSPOUTS. REMOVE IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF WORK, OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO PROPER WORKING ORDER IF STILL IN USE. (FIELD VERIFY) 24 EXISTING DRIVE-THRU WINDOW TO BE REMOVED IN ITS ENTIRETY. t PORTION OF EXISTING EXTERIOR WALL TO BE REMOVED AS REQUIRED FOR NEW DRIVE-THRU WINDOW LOCATION. !� EXISTING IRRIGATION EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEETS A300 AND A301 FOR ADDITIONAL INFORMATION. EXISTING UTILITY BOXES TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEETS A300 AND A301 FOR ADDITIONAL INFORMATION. 22 EXISTING KNOX BOX TO BE REMOVED AND RETAINED FOR RELOCATION. COORDINATE NEW LOCATION WITH FIRE MARSHAL PRIOR TO INSTALLATION. ® PORTION OF EXISTING WALL FRAMING TO BE REMOVED AS REQUIRED FOR NEW OPENING IN WALL. SEE SHEETS A200 AND A501 FOR ADDITIONAL INFORMATION. O EXISTING UTILITY BOX TO REMAIN. MODIFY / REINSTALL AS REQUIRED DUE TO NEW FINISHES SCHEDULED. 1 5 1 DEMO EXT. ELEV. KEYNOTES EXISTING TO BE REMOVED IN ITS ENTIRETY EXISTING FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE, U. N.O. PROTECT EXISTING SUBSTRATE AND EXISTING STRUCTURE ......... ...... FROM DAMAGE, AS REQUIRED. EXISTING TO REMAIN. PROTECT FROM DAMAGE NOTES: 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. REFER TO KEYNOTES FOR ADDITIONAL INFORMATION. 1 6 1 LEGEND 1. WHERE EXISTING FINISH IS NOT CALLED OUT TO BE REMOVED, CONTRACTOR TO DETERMINE WHETHER THE EXISTING FINISH CAN BE SAVED FOR RE -USE OR IF ALL NEW FINISH IS REQUIRED. IF EXISTING SURFACE FINISHES ARE TO REMAIN, THE G.C. WILL BE REQUIRED TO MATCH EXISTING WITH NEW FINISHES TO PROVIDE A CONSISTENT FINAL RESULT. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND INCLUDE ALL PRICING IN BASE BID, NO EXCEPTIONS. 2, IF EXISTING VESTIBULE TONER, SIDE ENTRY TOWER, AND/OR REAR TOWER WAS INSTALLED AS A PRE -FABRICATED COMPONENT, REMOVAL AND REPLACEMENT IN ITS ENTIRETY WILL BE REQUIRED. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND CONTACT ARCHITECT FOR DIRECTION GOING FORWARD IF EXISTING TOWERS ARE FOUND TO BE PRE -FABRICATED COMPONENTS. 3, REFER TO DEMOLITION WALL SECTIONS FOR ADDITIONAL INFORMATION. 4. REFER TO DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL GENERAL NOTES THAT APPLY TO ALL DEMOLITION. 1 7 1 GENERAL NOTES fim ..."Ads 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date -TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner. H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEIN HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone. 763.489.3r04 ENDEAVOR - SUCCESSOR 32 SEATS 2.460 S.F. PROJECT NO. TB21-33 DRAWN BY. KDI CHECKED BY. GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04.2022 1L ♦ ' P �IOUN GO DEMOLITION EXTERIOR ELEVATIONS TACO BELL, MONTICELLO, MN CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS 6 DIA. CONCRETE— FILLED BOLLARD - SEE DETAIL 4;A101 CLEARANCE BAR — (RORTAL, - SEE DETAIL 3 A1o1 6 DIA. CONCRETE— FILLED BOLLARD - SEE DETAIL 4,A101 CLEARANCE BAR — (PORTAL) - SEE DETAIL 3:'A l01 CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS FACE OF CURB ---- FUTURE DIGITAL PREVIEW BOARD. G . SPEAKER/MIC E TO PROVIDE FOUNDATION WITH ANCHOR SEE 2A102. BOLTS AND POWER / DATA AS INDICATED THESE PLANS. (53' MIN. CLEAR REQUIRED IN FRONT OF CABINET FOR MAINTENANCE - SHOWN DASHED) SEE 1 /A102. PROVIDE (1) 1 ` POWER CONDUIT AND(2)1 DATA CONDUITS FROM PREVIEW BOARD TO OFFICE ABOVE PR CEILING. G.C. TO PROVIDE ABOVE SLAB METAL COVER PLATE OVER CONDUIT STUBS AS REQUIRED - PAINT BLACK. 6 DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A101 DRIVE-THRU OVERHEAD CANOPY AND FOUNDATION - SEE 1 AND 2/A101 1 1 14 1. OCB, CANOPY $ MENU BOARD ENLARGED PLAN PRUNE TO IMPROVE A.PPEA.RANCE(RETAIN NORMAL SHAPE) PLANT TOP OF ROOTBALL 1-2 ABOVE SURROUNDING GRADE KEEP MULCH 2 FROM TRUNK EXISTING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT SLOPE SIDES OF HOLE BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL COMMON BOTANICAL COMMENTS / SYM. ABBR. QTY. NAME NAME SIZE ROOT DESCRIPTION ® AER. 1 - _ - - NEW ARBORVITAE SHRUB TO MATCH EXISTING FINISH (PAINT SAFETY t1 m " GRACE YELLOW) 1 -41- PMD g PARDON ME HEMEROCA.LLIS 42 CONT. - c DAYULI' PARDON ME v APPLICABLE STALL. 18 DIA KARLGALP,MAGROSTIS X "1 r U.N.O. FIELD VERIFY EXISTING ® KFG 9 FOERSTER ACUTIFLORA #2 CONT. PLANT SPECIES AND FOOTING AND POST PREFERRED GRASS 'KARL FOERSTER PROVIDED BY G . SIGN MATCH NEW WITH PARKING PROVIDED BY OWNER SIGN SIGN EXISTING r-----------------� NOTE: FINAL LANDSCAPE QUANTITIES AND ) LOCATIONS TO BE REVIEWED W/ BORDER FOODS (RHONDA. TOPP) PRIOR TO ORDERING AND INSTALL L- — — — — — — — — — — — — — — — — J NOTE: 1 SEE DETAIL 2-A100 FOR ADDITIONAL INFORMATION. 2. PLANTS MARKED WITH AN (E) ARE EXISTING TO REMAIN - VERIFY QUANTITY EXISTING PROVIDE NEW IF NEEDED, 3. PLANTS MARKED WITH A (N) ARE NEW - SEE SCHEDULE ABOVE LANDSCAPE SCHEDULE 1 1 14 1. OCB, CANOPY $ MENU BOARD ENLARGED PLAN PRUNE TO IMPROVE A.PPEA.RANCE(RETAIN NORMAL SHAPE) PLANT TOP OF ROOTBALL 1-2 ABOVE SURROUNDING GRADE KEEP MULCH 2 FROM TRUNK EXISTING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT SLOPE SIDES OF HOLE BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL OUTLINE OF BUILDING - SEE REMAINDER OF DRAWINGS FOR ADDITIONAL INFORMATION fimC�ani�s A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Appllcant/Tenanl BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE. MINNESOTA 55428 Contact: Nathan Wenger Phone. 763.429 .3004 ENDEAVORSUCCESSOR 32 SEATS, 2,460 S.F. PROJECT NO. TB21-33 DRAWN BY. KDI CHECKED BY: GGD ISSUES AND REVISIONS. CITY PLANNING REVIEW. FA 04 2022 2L P �N GO SITE DETAILS Al 00 TACO BELL, MONTICELLO, MN GALVANIZED STEEL U CHANNEL SIGN POST EMBED IN CONCRETE MIN. 12 STEEL PTFE BOLLAP.D FILLED i z z 5 ¢ 1 c '.. WITH CONCRETE i c > > i FINISH (PAINT SAFETY t1 m " GRACE YELLOW) 1 a I is i NOTE: SIGN TO BE c CENTERED ON v APPLICABLE STALL. 18 DIA 1 .r "1 r U.N.O. CONCRETE �'-' F-�- NOTE. FOOTING FOOTING AND POST PREFERRED HOOP PROVIDED BY G . SIGN PARKING PARKING PROVIDED BY OWNER SIGN SIGN AND INSTALLED BY G.C. 3 NTS SIGN BOLLARD DETAIL OUTLINE OF BUILDING - SEE REMAINDER OF DRAWINGS FOR ADDITIONAL INFORMATION fimC�ani�s A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Appllcant/Tenanl BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE. MINNESOTA 55428 Contact: Nathan Wenger Phone. 763.429 .3004 ENDEAVORSUCCESSOR 32 SEATS, 2,460 S.F. PROJECT NO. TB21-33 DRAWN BY. KDI CHECKED BY: GGD ISSUES AND REVISIONS. CITY PLANNING REVIEW. FA 04 2022 2L P �N GO SITE DETAILS Al 00 TACO BELL, MONTICELLO, MN Fd IN' I�—f-T 1M .1ALLANNL TD wFxnAE i CANOPY TIp LK>R FBCTWE r h St? AFIDIOR BOLT TOLE 4 B�l4E R raEAR • • t+Arxtorta I'd YP1 CAGE rar w ANCHOR BOLT PATTERN SCA E lOp FRONT ELEVATION tFGLE 1:70 <o y5 �.��,��y� INSTALLATION Gr01b IIQ DRAWING ao°P NWiD. GIRTH m. MESEO OF $4 VEARETEE E>DL.USIIIE P O. w%1UCiU PROPEFfY (F ElIE3✓BROE, LLC. L1BE OF. c°OIEENFFLD, W SY¢J M MPL.ICATXXC IN AW MNIErt WIRE PTF 4 6 A1•{TBFW 0UTFILREISwRFr`E1PRIBAB8 OF A45 SAI RB RELEA7®FOA NSTAIAAT[ EVERSRRE LLCISPROHOTTD. IIEY GATE sY Im OEBUIWlION N.TS. DRIVE-THRU CANOPY 0 -FERAL ID1F8 ROnALLER TO PRO VIDE COMPLETIM R&CM 6 /OIIM RIML ear IQTALLAT M. BABE RATES, AhCM IOTA HOCA RATE I111EIB r ODF6;HQHAID OVERALL rz ELEvATaL THS SARI 13 001sNUM TO BE*WALID R A00010C1NICIEIM TIE RrA1REI R OF ARTICLE 605 OF THE NIATMAL ELECTRIC CODE ANDM OTI®IAR.CABIE LOCK CODES. STEEL CA,400'' THS PICLUDES PROPERCRO MOPIG AID 80h0mar DEIDR. ROOF FRAME THS MAIMNG ISFORtMALLATON RAP=MONUVAN[) T0WUSEDR0R MAN FACTTNOW. p LANDSWN6 VATlPo11:S IRIMILC E WTM AIMB.IIff TMD WIESAYBIYFROM R 9[ii POLES OR BALE ',AT OAS CAI. YMMA.CONCAEM SNARL HIVE A 61IN DOlil®K S11dRfN O° SARI RID a a DAY& i RRWIDAC1f: STM BML HAVE A MRL VIED STRFRT +6NOW PL RP[Y� IMA CURE THIS OF T DAYS BFFeE FVL-EI SM BIRTRUATgM Z-� M: LFTIW HOLM CREATED ARE THE IFSPOMBMI n Q "* NITNAM LETM H0.® AAETO W SFA-MVY ACMRATE WIELDEDOVET1MCOIOIAIDT/ERPIM M i 111 1 AN. RL WEJ3NOL4roCOtMRFT®BY AM AMStERIFEDTI�OEIt WFLi®M T!E AMOCO"P09TDHF M 1I�+ED. I aEK t:. roLE,Aeo DOADW!CRIFTE P3F0R HOMAAE DEs F24PSFMm4TAw WC1F LowCF. ib I SI PSFAAP.oYILow OF!TPS OItAMaEXI'/6TA RIF SA YHOIIDw OFAI�. COI.`CTETE BASE DE&eFD IISMALATEIIAL S% RMDCAPAO' w(DFSIrT.OF DEP'H. F7WM3OACON7rFI"DONWEM-ATTIEPOLOOA LOCATIDM,RETIE i AV0F NRHasPOATINTrrro C0RCWMPACB*DPwnlroPBMOYRAG ALMATXXIA': EXCAVAlg1 W ANT WIaEtE Rd®IHn. IILT-STAKElOh RS T MuMATKWAREA AND `RE`CGFFMIFNA. SRAOE RBDiBE•ITS MRI -GC i 2 EXCAVATE FOIABYIiDNNEA S SET COIQIR EM A ANC9E I4TSAw I TIRE IT S 1018NDOW=0 A CC T06JM GAE TBEA5IFQNIEDIA LHPwAIIE OFTDIIYS qAM 13MBCQUJII FB9SAI O fKN10 TF11-IQrA X CF.t ffelRff6BV[q I. SouIrTa NRIM AAC AAFAIORwTPONIRAB. RTAL A MAWFOPIIDPYTDPOLE T. TEST M CRPRCVEq NOO!(LF IML aE1xNrK.ro 1ffF1A^A.. 7 B. TIFF SIW PatFANPERACl FT 0/ I. 901711, CLEAR uANrLFA- IR—FAA AND REAorA R— c LXHAH: uRAIEII IXx RHA1�EANr PADarAa EAATE3M1_ TgH1E. no ATTR LB TUN IEVOND r14140 -TIDO REN fV.IMXIp') © Qa / FLAT KLMMICV LELINDMJ / T AFTER POLE 0 LEVOM NA OWED INTO iTAGC Flu ENTR° ARBA LNpB1PL RMRTRI ( STTL)CMUL N0N4R*W NON IETALIC b CETAENniKWO CUT rOLUMALLOFTHE MVAFACTURERS NSTNIC'GNS FORAL OROVT wo"G, PUIGEIEM. ND DAME, TRE OBTAIA.F FROM TIE TOP OF T!E FDADATtOE '– Tp TM'_BCTTDN OF T}E BA1$1�tTE TO�/LS ANCHOR BOLT DETAIL 8c : DANE SIDE ELEVATION KALE 1m sal STANDARD TACO BELL VE DRIVE THRU CANOPY 10-27-15 w/o SHROUD @ 19-(r OAH I RHO DRAWING �PLAofcTla pRATTIR W — 10-27-15 SCALE AS SHO — 352776 IN352776P NOTE: NOTE: NOTE NOTE: MENU BOARD, SPEAKER BOX AND Fa IV SEE 1/A100 FOR CORRECT ORIENTATION DRIVE. THRU CANOPY SUPPLIED BY WITH TOP OF CURB AND TOP OF FOUNDATION, 90 DEGREE VERTICAL OF EQUIPMENT. THIS ISOMETRIC FOR rd SNF t•+ t7 - CONCRETE PAD. AND EXTEND 6" MIN. ABOVE p+STAALER TO RYIDETDE COMPLETION r+gTns of Fou!oATICN WITH ANCW'M BOLTS, RERAR ACONDUIT (BEFORE A AFTER PWB) BASE PLATEM aANOKTE BOLT GONNECTILMS. GAIXrT MBTALLATq IMTC,, KATMoGN cohw TtlNS_MIY YWwm CC—FITI RS. FIECYRIC TvtldU:; AW OVERAL ¢EVATIEXV LAEX:SCAI•IACa MATEQIMs 4NIUaP BE KEPT WNWW lY:O NDESAW'AY iRpJ $Ii POYFSLR BASE MTEs. VENDOR. CONTRACTOR TO PROVIDE FOUNDATION (y [�p��1/[ 4DfARMCE I FOUNDATIONS AND ELECTRICAL THIS DRAWNG IS FOR INSTAILATNN PURPOSES ONLY AND NOT TO SE USED FOR M YLIFACTURI U:VI CU YDS I^' CCH STELE SHALL WIVEAMR ECXA ESSIVES1RE CURL x301 W(N]e CA's, FOR RfNFORLTII[: STF4 INET NAVE A W'. 1TEiD S1REtIGT/! OF BC.BDD PSI RECOWENOED MPE (\AE TlLtE>S TDAYS BEFORE PAOCE¢1NG M'rtH INSTALLATKN. . R � COORDINATE ANCHOR BOLT AND BASE lHtS • X A % M I I Fp o I SS T --moi --I syr ANY Lir IINi (ARILS UekAIEU AIE 114IR:Lt[X6TyILHY OF Ifk RCI MtE+E LR HIRE NL4ts NIL IV L4 StAItU to A CAP MTS, wELOED OVER TOOOeER AND TTEN F'ANIED. u w—ND - ANYRem. wELDRIGE Mfifi APLFT®BYANA SCERTFEnwEEL1E1t WALfEDaT1EMRR/1BEEPOWWNS NEEDED PEs -G. fx SIGN.POLL.AN)C.ONGEEIE FOIMDA110N ARE DE9QEDTOMAiILSTAMAMPOIDw OFSPSF I 5 i I CONCRETEBASE DESIGNED VSBXLLITERAL1T ISUIEMMi GPACRYSP tR1PIFiFT.OFTIFV FTNEST:SptCQALTHpN3 eENDTEXIST ATTHE —EXCIONLOCATIOLR 6 TEE ERFtACE IE'.9ON56ElT'r TO 1A']TiY EYE]ViiR1E lIt PRIOIFro PEPFORMNEG ADplMMUY EXCAVATXW OR AMY 6VN!]iEfE %ACEMtM 4 CONWIT— � I PROVIDE (1) 3/4" CONDUIT TO PLASTIC OVERTURNING STA AND E'ONFUM FRIAL GRANS RECN —s —111 C i EXCAVATE FOUHW ARE/. POLES BOLLARD Y DIRECTION 4ew' , FFT BTE I PROVIDE (1) 1"POWER CONDUIT I AL FCONCRETE ALLaYr CONC%ETE CURE. TMAE AS RE0. RED NE 1}XAMENOEL• Mpl CARE TAE DF T GAYS 8(FORE FR(X.RM EFLXNC TEIIH INSTMLAtgN NA^1DRPoUas1ASSl NABCETAA_GIELHFORPLLWP. 6. MOUTT SIGHIGE TO POLUS) i. LEST 51(:HAft FOR PROPER F'IAVLT'K1N. FOR DEDICATED ALWAYS ON //�GRADE LINE DETAIL— / IFORREFFRH+CE) F DRIVEWAY __ •__ ANCHOR BOLT PATTERN S. REMDVE AW LETRIG BRACIFTS Al REINSTALL BLY IS e. OFAN UPAREY MYD REMOVE ANY PPEXIING MATERW- Ill: Npl D V.MD AHv pµ+ERlµ VR pIBR 4 M'R1llN 5(lti WMPSTrAes swR+G ARM INSTALLIITX%1 (RUC 1. LOCANT ARA- ECT SIDE TD CHAS'Sls 7- LOCATE CORRECTSIDE OF CI,•x,a TINTK FACNG OHCl1NNG 1RAFFIC e.'TO TlE DTfuEIMU. 3. SLIDE PVC TUBE MO POVT*N. OVER ASSEMBLY ARM. vnM THE LETTES FACR.G ONLOLM+G TRAFFIC CONDUITS TO OFFICE ABOVE __ __ _ _ _ ___ _ _ _. (0.)1- DIA X36' LONG ANCHOR 804.Ts. Ljf' DCIIBtE NI/ISIGALV.1 �. IXTM.L A HLYE (XJ liE T(F OF TEE PVC 11NE 6' fitDM TEE ETA. Ok T!E END THAT 110.5 TIE FIYOT BRA,C.IET, IXIIINiFRSNK FOq 1N-eOLT 5. MSERT IM' SCBM IPRDYI(MI INTO PRE-DRWLEDEIOIE AND TIORE N" UNM S E INSERT PVC CAPfRl C4POSHE ESD. 1. DRII 18'EpII: MRU Tiff TCA6TEE CM AM RAZE I. INSERT PROvw]EDM-10.- SHEET META SCREW ANO T"TEN INTI" SING SO CAPYMll-1 CORE OFF SPEAKER BOX (OUTSIDE LANE): I I Yw r1HREAU �T ITW AND r MREAD C IOIT(W. CAI NUTS RI WASFERE PER BOLT �/ i1GlREN TCW NUE"RTURMBEYOED \ NWDTEEFT EM111IF. MA%IDn O MT WAS. O LS: I 1 1 D•a PORTAL smN INSIDE LANE SPEAKER BOX. (3163 t1E5 N ITE TOP S m.AFTER Ii' 0.0 THEREAFTER LEVCiM1GAAlT PCF LS IEVEIED ANDBDLTED RITO m PLACE.FKL ENTRE "RFA (RIDER MTE WITH fELFAtiI11Dt5 ourFIXLOW ALL K THE 1 AN(YICXt BOLTS 3 ALL IHOLRITING HARCWARE WST RTp FURMSH 6' 0 STEEL g MFATIPACTURER3 RtS1AUCT101.'SFOR ALL ___ 1. FINNWTNXY ABOVE CEILING POST FILLED h � la1 CB VERTMAL R£BAR EOIIALLY SFACEO AROLIID T GRT MMRIG. PLAEEI CF AND CEE lwTH dSTANrF 0t1 ET(] OF THE F(%iO—MAigN TOTHE BDTTUM OF THE BAS£ MTE TO � 1'S ' e PREFAB MAGNETIC LOOP. PROVIDED • t. dA. CREOLE r T'o TAA ANCHOR BOLT DETAIL'"' SOME I:IR BY OWNER, G.C. TO INSTALL UNDER I CONCRETE -- I•s DM FRONT ELEVATION scML 1 i• I 1 i I18• SHOWN IF OCB/SPEAKER POST o bt�dd Evlerbrfe INSTALLATION DRAWING ppgtM•Sv IMPACT -TOT RITE PTLE TACO BELL 10' PORTAL @ 10'-0. OAH I PA E 0324/17 FOOTING 8 g" .wvv111,THS STANDARD DRAWING TNEBF.O Y OF F S ARE TI4 (]f(1U81VE PROPRIETY EVER8I M. LLC. LIQ OF. REOitT NO. NO. REV SEE ALSO ELECTRICAL DRAWINGS G+2EENFIFiD. WI&V20 FIN CHECIEED BY RHB I I DASHED I- VOLTAGE AND COORDINATE I i TI OR I%FYILATg1: IN AM MN:NER WI7N DIITEXPRES.S NRITiEN PERMSSXYJ DF EVERB M 360665 7IN360665B A A SS2rE1 FO Rib RELEASED FOR MULIATEON DATE 0327/17 REV [MTS SY ICW I DESCP31M SCALE AS SHOWN REF INDICATES 3 CLEARANCE BAR (PORTAL) CURBING AT NOTE: NOTE: NOTE NOTE: MENU BOARD, SPEAKER BOX AND TOP OF FOUNDATIONS SHALL BE LEVEL ALL CONDUIT TO BE CENTERLINE OF SEE 1/A100 FOR CORRECT ORIENTATION DRIVE. THRU CANOPY SUPPLIED BY WITH TOP OF CURB AND TOP OF FOUNDATION, 90 DEGREE VERTICAL OF EQUIPMENT. THIS ISOMETRIC FOR OWNER, INSTALLED BY OWNER'S SIGN CONCRETE PAD. AND EXTEND 6" MIN. ABOVE GRAPHIC REPRESENTATION ONLY. VENDOR. CONTRACTOR TO PROVIDE FOUNDATION FOUNDATION FOUNDATIONS AND ELECTRICAL . R � COORDINATE ANCHOR BOLT AND BASE DASHED LINE I PLATE LOCATIONS WITH OWNER AND I SIGN VENDOR DRIVE-THRU CANOPY PROVIDE (1) 3/4" CONDUIT TO PLASTIC BUILDING - WITH SITE LIGHT POLES BOLLARD MENU BOARD I PROVIDE (1) 1"POWER CONDUIT FOR DEDICATED ALWAYS ON SUPPLIED BY ELECTRICAL. PROVIDE (2) 1" DATA CONDUITS TO OFFICE ABOVE OWNER, CEILING. MENU BOARD TO BE ON SPEAKER BOX (OUTSIDE LANE): I I DEDICATED CIRCUIT, PROVIDE (2) 1" DATA CONDUIT TO I INSIDE LANE SPEAKER BOX. G.C. - SPEAKER BOX (INSIDE LANE): 6' 0 STEEL PROVIDE (1) 1" POWER CONDUIT AND (2) 1' DATA CONDUITS TO DRIVE-THRU C' ABOVE CEILING POST FILLED CONCRETE CURB PREFAB MAGNETIC LOOP. PROVIDED > 1 I 1 I I BY OWNER, G.C. TO INSTALL UNDER I I I I CONCRETE PAVING. INSTALL MAGNETIC LOOP AS I 1 i I18• SHOWN IF OCB/SPEAKER POST o LOCATION HAS MOVED. �6 SURFACE OF I NOTE: SOLDER AND INSULATE FOOTING DRIVE-THRU MAGNETIC LOOP CONNECTIONS I NOTE: LANE SEE ALSO ELECTRICAL DRAWINGS FIN FOR POWER AND P.O.S. LOW I I DASHED I- VOLTAGE AND COORDINATE I i 2 FTFDRIVE-THRU COMMUNICATIONS ISOMETRIC LINE &m &"els AIR C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.f nn-daniels.00m 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 Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO. MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3rfj4 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. 8 3/8` CL OF BOLLARD 7821-33 DRAWN BY: KDI CHECKED BY: TO FACE OF ISSUES AND REVISIONS: `\I FOUNDATION . R � i DASHED LINE I VO I INDICATES YELLOW PLASTIC BOLLARD I I COVER, SUPPLIED BY OWNER, l I I I INSTALLED BY I 1 I G.C. - I I 6' 0 STEEL POST FILLED I WITH 1 I 1 I I I I I I CONCRETE I 1 i I18• I I I o CONCRETE SURFACE OF I FOOTING DRIVE-THRU I I LANE i FIN I I DASHED I- I i LINE - INDICATES CURBING AT 10" BACK DRIVE-THRU OF CURB AT c DRIVE-THRU TO FACE OF FOUNDATION INFILL AREA BETWEEN BUILDING WITH CONCRETE ENTIRE LENGTH OF BUILDING 4 - BOLLARD DETAIL &m &"els AIR C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.f nn-daniels.00m 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 Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO. MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3rfj4 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.. 7821-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04 042022 . R � • 1-00 VO SITE DETAILS A101 TACO BELL, MONTICELLO, MN GENERAL NOTES: ANCHOR BOLT. NUT AND WASHER NOTES: - •i '� _ f0.®! •e° each of the anchor bolts. For SPP2 Speaker Post _ Be certain the second nut is all the way down I 1 TO NOTE #5 (DWG S1.0 rk# Y, e,rss�a• to the bottom of the threaded area on the ,,,y INSTAII.I.ATION INSTRUCTIONS anchor boll as shown in Figure 3. xrlaarx isvnfra.. aaesr+e coL >ti aa,.w.sc-,,.. pato, 'Mon u�t cool.w20. + rora+ms solo YS.Cs't3svCs+A+.'w�nAi cwrewvrKC.ear.rser.raaracw4u.. The SPM Speaker Post requires a cmncretr foundation with four r.•+wL t i bort anchor bolts and one w more conduits embedded in it. One template, and mplaec the nut an the anchor I conduit must be installed for the audio cable. Additional fICONTRARY .0) , II G.C.TO PROVIDE ANCHOR BOLTS, II candutt(s) may be required for a vehicle detection cable and/or i�wsvm n. the two nuts. aai for an AC electrical cable. These instructions are for installation 1 sxYc.� w+v L W 111. F.aEJ. kxr+arnrL s. ux+uurLwcvwrrvr�:na.rcc�ewra.aP+.s:w.=u outward, away from each other. Place the anchor bolts into the hale in the ground with >++crcr DaR ,. X c po: i j �"".liiiil waw«ros I the template V.' to 'V.' above the top of the electrical contractor, form, as level as possible, tie certain to comply I I UTS AND WASHERS I t iLN----------------------�I_- with the note on the template to place one Mgt: % If you hove any questions regarding this installation,of -'-�--- I maaka:arctaats y,•iisrorw v,A,-Yrwrr, e7Z G1r:d16Y ...... --------_a rose: ua t+a# v, -sY+1aSASnar+wrfs: k.roeea lur+u {r3+ro5 •ra.ee !o s9s RwBt•Y!.PwK'+Irr. 1,13 CIa--C-A" .. ..wrepY EgGraEal u+,Coura.rsa wa•+k.aC.CJ++w.wwv wYCrRK EOLhiwrri a'G awYeln YMtt 4S'•ntiJwS wy "� NINXwLaaQ. a wrcl u:.�x=cscecac w-ntr!ral+w!+w>+:s.+.e nz.••�eYCIW<owl wyilNnrrCix Y b � �coYmw ms's = -/ ., I CO,rwtrayw LQwr-` { �^Ewa�a�'mNtS>YW �7 C f'` AAae'G4AaL CttsC+ T�. "'r `�`""""`----\� ��`_w �°•'' - E C extend through the eciricr of the hole, and upward approximately d inches through the r ------------------------ , II INFORMATION THIS DETAIL FOR REFERENCE ONLY. •' ! .,. • a_ { • e r'. -' • J i I._. .. - rEYV+'d'E;�EkaK�1'MbaM Ls-e•Fx*D x .swv+i;•.e• h?rR %.,�uK!- } - -- � �'"'� " � � Concrete. 6 cubic feet 4. Hold the template steady. and fill the / II I I II hole with euncrete to the bwnom of r _ _ the template. Smooth the concrete. i„-n.sra rlsaw.-_____ _.._-,__._. _ _�o sta+aC CesGr+GM.04+.w a .s'sre.11yca e' Cut wra i'+t 'xr+aaora9�+.0 ac Yn,raE .oll.>cNre.wr erases nwsrrnr ser � 'f' N ° 40}x -.%-n wy - n jw-+I � " will drain away, from the base of the After the concrete has dried, remove the speaker post. The top surface of the svno,r II I I G.C. TO OBTAIN FINAL I I SPECIFICATIONS 1Ij foundation must be six to ton Inches M ch- !!ales. 1c3u -0 above the surface of the drive-thru ser woo , • � FROM VENDOR/SUPPLER PRIOR Iii TO PROCEEDING WITH ANYmraEo� lane as shown in Figure 2, �J rwrota s war vs.?aan taswvwm�a alemssarAYar oats Aro,cal.a. wwr®lecaEawawa cae-.m co+4aw -, i �. e .. •wn Ior!w•sY� s� I` + it .a.rroec-.LY i ;,+ 1-mwles"s - k"r+. _ • ewutrss.e: �•__1 ii CONSEQUENTIAL WORK. i1 L�--__"_'___'___'_'__'�J tic top of the farm for pouring the w.s: -------- _- .E wwwr..aEw..a,nwu,E,nwawrvacerrErmezrXlnrtcEertawnnnrrnvu, +a[AGlnDr]ell:AlaGM9Wt)nNr6S. urwanbNtrefMYY-NnSatf ts)a lyYt PSl wroC _ , r 19 uavrw.an---- # ! � �� •;rrrasisues ; ; or Alaska, different conerete foundation measurements may be required than those In the es'em of an electrical power outage - DIGITAL MENU BOARD Such ore 1'mm a lightning stoma or power grncralor failure. if you expectance problcntt wiob your tlMf: t+wa lett+=tZ6Y�a{.. 'EIIrEctEt rJ wEC!RGr m+bf+Elw'AE.t tr�C+�9ei-rFCM4 +•It;A•:.atF �'wEka tert6ufSMa{r YtarEn nwaaE XeeCaFk E..cr!*Ba L^ #-- � I�p _ •. v - I >ti _____,_ _ �� 1 tw=j 1 1'oc+.a.rw++aw:worrrE.,,�a•.a.rr.•��rantrmFYcr®.o3!.rcaEFs'uwr�cwc+ w"off35-w1'c"mw:Wt v.T_00"O` t4C[ llx^:wwY•v:r•!.xurne w. ^" / s rry�twfpw / � t atsrcxow _. ' I -'Y t I `•.�.• o -_� 1 U I Q 1 I -- If a ?EOr!•ail'r@triaaWwW.i•4wP_GwelL+slew*D k, GALE. I. CC1 w'nEM!°EEvrl/RS pr xawmae 0 rsnxccrunsavmrrrarrforerr.cr+-:>e7ws+re++rxatcanFare:+u. n +. ri_yar; ..ewcaw-� � I ( FOUNDATION SECTION BOARD)" (� 1 u- 1 I U I 9br�f'.orfrStRnC]fM1f,MZraFwPrwad.[ufQGlre!kK:ftKiM+NN:]!M[K.ai!v.4 w snoresr*o.v�ert : caL++crotwe+orLa« c! s's"Msi coo�*�KucWwr ICHORKX_f O TALL i (PRE -SELL q': •' x C Fn 1 - I - '- o CYJK.w+lE locwae.6 a sq:+B A•OnsE•„Mugvttrw LKrvo, >' C'1w�,GmEfrNr 4et]cC�50r!CtAiCfM+'sr.{QIaATSPEatKWarK P�Wa.•R ..rtre TYPICAI ANCHOR BOLT PATTERN , ,�.-___ A W loll" i -.- --.-.-I 1 1 1 ¢ I =_ �� t ' r•+aw+r _ w:EwuaarrmtEaatlo,tl,ksr•.YDa +. C7++kAila: atAarAlbC l.C,r.)4S SIrkCaPfLLL11++E+a+VMDtE 1LOe wgfJ+Car4..Y. weV - wLee;!e:EaKEtcw4rr!.+a!wrew.ortorwrmwrxwc+i+.Ew+c�.+v,.aw.aow+xx!neretr... pYnt>YIENI rNn O'Yb®iawr$•�I,nrfi n>aat wrmaw cJwa,au ECD+Gf 1e:xYti lrc.Yiwu yatRrnLlahFlkVrwkata•,Uaawraa't- scraaoxxrnwcweraww+rsausa zeuwa .NL�i:OM.D•-404 CaND3Jtrtl,fir,Qaaeaxtda• 1 couusurmir oeolctetlliacxraac r !v.ltiLp w+rea +rr I�6wa -acd. mt>nasw!aca J rae.+wer rtcanA`-•, ! ax-°i®u,.4S isY 1 +� iZ••lh ecce mr. 43aew ai'c 'acsrsatar ruse s nJl r/-mrs, '' n.rww+w.a-�_ ,, _. r,r-v:. I I 5rwua { I � ;r... 9t w.uic ! I caar� w r Q I I ¢ 1 Cj- I U I ( Z 1 I LL 1 i � Li sE t PNFEAPr MnJarNC: SIMf.rF lrmrslr. asa+u+rFa NAlri As rrol+eroN � - t` uD « rown: rao' a tsw `oswne K"1 y •�1!$NT✓F,S- z. *+a utxn+rnw awa+�s usranuo{ax nE�mrontn+ora!•sm c+xxssrNn nrrrasnrnExwrrsanErroneanncEwrrm+uaw!rN £E� -wnc+tlronm s,}E un nwNEOrrr TnaE ws srrGnco6+-Dr srtF ta.G.rfA i a uovenoia'crres x,. - arMenanrsw+r '-- _ f : _._ CONCRETE NOTES: __. _,. -i3t�cj iji L _-J � ++D-v"c-crt-raa.as.asr Droac.lrt Ew i wa rJo!wVf SrW1 NA•OY rEE•,ELlsr.eem ttfSHwr lel l+,erae rfiYa+rtExt+6.•n.tErI3. cau'w.cDDrofrxan.wsww ao-Y aeon ws ar ws•Mew tow+eaa �oc:Snt.xrssw I`Ci ` T,wn, cawca r oLl --,L ..__..._._ _____ -.�_. 1��� _ � e _ c!n4.+••wwucsrvucxor_.t,�.at.W.a:ev+sscc..re.aac.r.cn..oi+•wa�YlatL •t¢t++cwr + wa+xasrc crac,MN,0%1Ec.rw.tac+v.+sk,.etu wesuCa�++ravr•ws•sac.E atr+0 - Vic- 41Ir,� ._.�_.--.--' CVIa4,.,LL. ; � -tl-Mp l� awe r,�at Yk two rusEEtr uU.', CtSCuRs , ,. ,,. 1.31,E ICJaro. w! _ __._. _-.-- -- -- ,KK +•IiaWb+Ct IROM a�tOY sE sr rcxEraw+cr+r, se= vonw CI HEwY ^LAR 1-- is Do i,i+rA+sr tH+H T. � irresraaL cram ..,` t.t /-arnor.uara �: C'w6 CMa -., - - :. a, I ' '---zorrrorroswm -• .._-. f ._ _ -- ry - + '"w$ ''"�-_ I e r{ e t - v�rmarnrxr ..�w0p ERtTErW 16 _ --._,- suoiereo tD APtnOwN PLmvmw ? ckral acWa ..rcacEsucaa�x.a swweE. cco.uwwa Ktw,cu : saw cowceato. anus,s'wraz+u.lal6lK4IN•4+tryay.W+rrGa•+wSf-Y, •Jet--.+•l.}f4hD aew rYi]YUEGl Yr S+�wtE TYPICAL BASE PLATE OETAII TYPIKw:a` TYPICAL CONNECTION DETAIL a la Siw.t �� _ e C " _ :. ..• Nl iaaAba 7006pqKG],_ �UMoowa. ° Kew �anwa.iac:teaaw.wnwr+ww,a•a,wn [owrstss,t sl!arws+n+a aaL ra.x.. wi+u r>;wn wssss?+.l,ws. cram �" _ - (3)"9sE+yrm - .. r0kc is eve mm r____________ I r____1 l I I CONTRARY TO NOTE #5 (GWG S1.Oj I I FNnrnwr frMa^.0103, o V Fawwe--mcor/1NEa0N0,ET A 41 n1Y,aR.T+G arH SX.l..eit+wwA�S C3wrl S•trlEa[wlO M•YS sato a',Fr•,Y;k_ku ::LRh.lm rldDc:twea!,sasor'_ra.wsr,uau v,caw wwu.wwa:wraaaul {sEEs;a acnwAu STEEL NOTES: Plat g 51 G.C. TO PROVIDE ANCHOR BOLTS, r'r""' -^- W ---- �, -All aaN/.::'�]�/,1aZ k•tlt t.6 TEwwlOi'w.:tx++Ci[T_a61+:11aa1tls+6;�]'ECOIR'1Arhn'Iw0 ! pa0Gor5lY+L C?'J,SE okCtk • /Fm LL ti taw w,T.wG/CCn jT'.� o .uc..s+.nwes cowe{rrs3lucluwcaat Barras latae .wolaresLaei swistxYvs wrr as ww�mww+anawuaw!au•nY+u�aucvarwrce.,er<w1m..::uw:rss u+erwoc *c+e. •rM."Is lcr_ 60e i �che6?EagargftS. uRTrvgFC S-1 :wo-e a-t}ilyn"wLaGa.M1�REIe tccYswAa.an++!e sECarria I u� wore ¢ " ti,. rr- - - - su14• - + +kr aora.E.weo!cknr eo•r'roEr+f lY�aEiMSV(SFNa+HNrJ+Yw+Si,al owl ra-Dn w va._+Dt wit ova+rsse. os+arx w* saw,. rev '" y --- --- -- -- ---- II INFORMATION THIS DETAIL FOR --�'1 _ •r tRr)pFMw,'1i:: rYlnra=+E.r,+wrar+a„n.rsl,w�EF rrrra+r r, wSYf: wfhRw'A-w101C en woo w,wr+twEeD srctaEss.,EancF ro-wFr st+nc--:raEawra - te aria nxrArawar•owl � I ~ � REFERENCE ONLY. _- .au..r..., N�•,n�waI�, 6TIP11'� wW.Cl-In wait+wi wEM-CO Or LWa cc!!rC4•n-11". c 33 "t cart v. ropt,,...ccoa+ru,.nsF:w•F,ro;,.�r_o!.cooEco+uo..wcre,m..c'sa.oar.ar,.u. •s nr.an ofaaa n•cvtaw,scc+rarw•E,cro.sr..c lEr,.sswoEr.,.•sr,sun.s.E.En.: rND WaGWaElO SDH +eail wIBXICwY, s w•!o•cvl.ecnnu¢•.altir.x»+urwz rd.•awcror,nwr+.�talasEDe�r+m+E wr..sow!evn+aaa'mcota+Eirreow wrxnera sea +osvw .. � '-" ' owvr !>: "' FOUNDATION SECTION (MENU BOARD) _mss*•. -*<' +z�'>_. Eel a•,+ "''�° """ � I G.C. TO OBTAIN FINAL Ii SPECIFICATIONSAND DETAILS iI FROM VENDOR/SUPPUER PRIOR t I it Ii II i rxr'rA rtiL£ra7rL'E3DULUMLIRv Fa 11015*lra:tnxcv:sioe; ( e'�a our a,s,• -'" •`""'r ---- -._ srslare nor awasw�awwaa Eoaes �' y '+L.e-Deli POMwD CEwtW r: clrgrwa'ssrou; CE E,ChUr w.:tTKiLE 'FI�..M (r y.•a aetwwareieoase.+mru Baa s¢� roew.w orsrw,r.ro .,rr� 11 11 TO PROCEEDING WITH ANY 11 .o......�..... ...r.. - pHE,�Eu rMQiD 90Artp Pv^utsOATt01� Ya _emw_vzeswrz .ailaai'wr41aRYCrwwau+0rrav 1� mom Smx'nlwlgir rivK nr£VSfnA#rEWSIA R:TTff r[•LI'.w dINkEKT1NiP r•_'T)Raf rN, .+. CJwCent.W'M0a14:wrC.a Etc. S„+ua,:c,�4peY l;+,urw Cr._ wrrnvaltasavcs. wa++,.wtarntaarr ttrtEgieh,rrwwuwenate uawwrae, w>ntrrar-esorrsl w!XaaO:tw.t rr:.rwaa:aa � II CONSEQUENTIAL WORK. L- -------------------- II ---�J ,. �pr+ar ua wmccKH+t xcoas+cors.Y.rtc cwcs�anta w.m _ap w.u+t+•wc. a iuw+ww mow"` i I DIGITAL PREVIEW BOARD - S1.R r. rr 1 NTS MENU BOARD Concrete Foundation Z• Remove one of the two hexagonal nuts from 32 SEATS / 2,460 S.F. _ f0.®! •e° each of the anchor bolts. For SPP2 Speaker Post _ Be certain the second nut is all the way down DRAWN BY rk# Y, e,rss�a• to the bottom of the threaded area on the ,,,y INSTAII.I.ATION INSTRUCTIONS anchor boll as shown in Figure 3. ISSUES AND REVISIONS: Put the threaded end of each anchor bolt rn•!•.!ew s..•� The SPM Speaker Post requires a cmncretr foundation with four through care of the V, inch holes in the V e«r>' ns anchor bolts and one w more conduits embedded in it. One template, and mplaec the nut an the anchor I conduit must be installed for the audio cable. Additional batt until it holds the trmplate artug)y between ti candutt(s) may be required for a vehicle detection cable and/or i�wsvm n. the two nuts. aai for an AC electrical cable. These instructions are for installation Pasition the 'L' ends of the anchor bolts i of the SPP? n coeror foundation at new drive-thru sites. �.i W 10 w ab triedM•aw outward, away from each other. Place the anchor bolts into the hale in the ground with >++crcr DaR CAUTION. Air electrical connections must be made by a licensed baafaoa the template V.' to 'V.' above the top of the electrical contractor, form, as level as possible, tie certain to comply with the note on the template to place one Mgt: % If you hove any questions regarding this installation,of -'-�--- the template "TOWARD DRIVE-THRU LANE.- call HmK Customer Support at I -800-848-44fi8. 1,[Care 3.:kssembh of anchor bolts W 3. Route the conduit tone or more) so it/they will soli template Equipment Provided K extend through the eciricr of the hole, and upward approximately d inches through the center of the template as shown in Figure 4. l ca T"emplau 4 en Anchor bolt wvth 2 hexagonal nuts NOTE: It a loop -type refuel detector will x be -d a separate conduit must be dedicated for the loop cubic. Material Required Concrete. 6 cubic feet 4. Hold the template steady. and fill the / Figure 1. IPP: Speaker Post hole with euncrete to the bwnom of r on concrete foundation the template. Smooth the concrete. Procedure it away from the template tawd m Ute form for proper drainage. and allow It , • •, - 1. Position the foundation so that water ----- to dry. - will drain away, from the base of the After the concrete has dried, remove the speaker post. The top surface of the svno,r upper nuts and template from the foundation must be six to ton Inches M ch- !!ales. 1c3u -0 above the surface of the drive-thru lane. The side of the foundation must a'td'"n `•' be 2 feet or less from the side of Lire drive-thru lane. and parallel to the flgare 4. leelpbte, seeMr holt attl lane as shown in Figure 2, paddans, In hale Yn' w:u' 1!dY �tl rpnn Elt ild a 24 x 24 inch form with its top t-,\ cc-, six to ten inches above the surtnce of i _ the drive-thru )ane_ Dig a hole in the - ground to a depth IS inches below ' Omm-sou tic top of the farm for pouring the w.s: concrete locmdaticin sht+wm in Figure 1. F(Care 2 T3pkat s8c ler caecteh hra4aden NOTE: In environments where permafrost is a problem. such as in northern Canada or Alaska, different conerete foundation measurements may be required than those In the es'em of an electrical power outage - shown in Figures 1 and 2. The foundation must bre set below the frost line, which Such ore 1'mm a lightning stoma or power grncralor failure. if you expectance problcntt wiob your tlMf: varies. depending on location. A fibre form can be used for pouring the concrete to yuipmcm after rhe decerinaty corns on again unplug the Af power adsiac,R firm thea electrical the desired shape and size. outlets. then plug thorn back in. Hf: ELECTRONICS. INC. 14110 Stow Drive- Ioz+ray, CA 92064 USA . Pheni 14M-84"468 Fax (858) 552.0172 »re.a+ua Ast, r'kIX 2 1 ' _ = SPEAKER BOX SPP2 Speaker Post for Cie x Urw Thru Cammumicauon t 1 M'a 'l g T Tj+ 4+ Ihngmn Specifications -- 2 Speaker Post arta Speaker ML "oij kit' :- uglnmg k+t-' Mrcrr?prtorx-• '5040 Separatety •'Op7ir I kfed+erical Dinionsio : > H -o' 43- (i'm Wt: i Wxhft B' Q03 mint s Depth T (229 mm) Call toll-frM (coo) h4&4466 or your; wth ized HME deafen for more information. About HMA IaS f3rctrm,ka, ka-. p1H[) b the kad.19 f,r+mb M rlNrNrct.lreYrv',f wkainm for quick sttaicc reuausns Olr wrckss nE,ta+w,tyvnrn.mew:-oro nuns, sactrny sy'rerrw. ane sauna proryamt have helped bvslnasses wori hi intima nrnratonas! a.y!.mc ts.i's lret,amal in 1971. WJE ae,"ops, marusactures, marlins and stsvaes a cc npu,*,L+ Ikea drwP .slid mmay 70 eraxsrka-ldvkko lin Fla Wi, ko- 14110U.- M- VyCA VM4 I1!5A�1-I-.- I IlL OW M AAA v fasai 535 Woo: fAX(e5a1 sWalso nroa.ae Border Foods Digital Menu Board Checklist Timeline - DMB should be scheduled to be Instatied at least 3 business days before hand-off of restaurant to Ops team/Sorder Foods. This requires all prep work for completed 2 business days prior to Install. (See below In SOW,) Example: If a store Is being handed off on Friday the 28' the DMB install should be Installed no later than Tuesday EOD the 25". ThL: would been prep work would need to be completed on Friday the 21". (See below under SOW for details.) Starting 4 weeks prior to DMB Install we need weekly update from Project Manager/Contractor verifying site will be ready per scheduled dates and timeline. K not, we need to have updated schedule, so we can adjust Installer's dates. Technology Dept. will caordinale with Stratarache and Technology Installers to verify Network will be up day prig. (Please see Technology SOW so building is ready for Technology Install in office day before OMB Install.) SOW - "INSTALL CANCELLATION/RESCHEDULE/REVISIT FEE - Notification of install cancellation or reschedule is required no lacer than 4PM EST 2 business days before scheduled install date to avoid a $400 C.-Itirtfon Penalty. If the DMB Install team arrives on site and the site is not ready of does not meet the DMB Installation Requhements on the day of your install, a $400 RrMsh Pena" will be applied" Stratacache requires a response to each item below no later than 4pm EST 2 business days prior to scheduled Install. The contractor Is responsible for verify all hems are ready for Stratacache Install team. Outside DMB Requirements: Here are the additional Requirement for Outside DMB. 1. PHOTOS: Have you cmalled your footers lob Prep Photos showing the outside Footers with Conduit runs set up per spec.? (these photos am required prior to the install team arriving onsite)? These should be emailed to idmbtacobellp_trstncache.com. and cc DMA�b++Ld Mood;.cam. 2- FOOTER PREP: Are all looters and anchor bolts in place f?er plan? 3. POWER: Does the site have Permanent Power to the building and to the menu board? Must be dedicated always on circuit NOT shared with lot lights. 4. CATs: (3) Cath cables run In continuous lines from network switch to and through conduit and sealed so they are not damaged before install. S. NETWORK: Network will be up and Installed no later than day before Install. 6, REVIEW: Review the attached Site Readiness Requirements document to ensure the she is ready for your install. I INFORMATION THIS DETAIL I I t 1 I i FOR REFERENCE ONLYPRELIMINARY FOOTING SIZE: I ! I I . , 1 11 11 ! ! 1, 24"x24k60" , ! 11 G.C. TO OBTAIN FINAL I I l i 11 I 11 1OBTAIN FINAL t 1 11 SPECIFICATIONS AND I i 1 1 I REQUIREMENTS FROM 11 11 DVENDOR/SUPPLIER PRIOR TO i l i SUPPLIER AND COORDINATE I i PROCEEDING WITH ANY i 1 i I WITH LOCAL FROST DEPTH 11 CONSEQUENTIAL WORK. I i i t REQUIREMENTS t 1 &m&"el� A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.429.3004 ENDEAVOR - SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.: 7621-333 DRAWN BY KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: U4.04.2022 P N _.cTR VO SITE DETAILS A 102 TACO BELL, MONTICELLO, MN d d aY c^' d d - d d d d O• d d d d c c c o c' c o o c - - •- - •- ,- .- ., .a, .- n. w ... ti .., ti a .- .- c o c d O d d d d N d M d 6 d d d d d d d d d d d O• d c' M C d cr ar d tr d M d d d O Cr CY O• tY d Cr C• d Gr L•• C� d - c d �• d d d w C d •., o m a M M M a a . m { 4 .- C d a' d c• d d d I rJ ,.tie M ar -r ,e' M .• M d C d � ry w a w m� a •A �. m a o � a � � m u .n m w .r m « m ~~ u - - c ru n W � m ( � .. m ,a � o � _. '� o � ;., ,. .- o- u s o• c a, ", r - - - es ti � ed o• .� F ,. ... a .r ,,, .. c. �o .v � e. �>� a o a` .. a, � a. d tr r d •- -' '- 1333 ee, neLL. w M « v Or a• .-. M G3118bN} s 1 _ c• ?- - rdnNOltl i..r k� (,s• /[� «•• d d d C ^ d d O' M �• w I e. s oo/�Ir� ��a.P :a' W'V . m a' d d •. I v 1lJJ C C d d M .p w' 1; J :d u'• a.O d � 9 M d ' d d ae, I inz ! ..{ e. ,. rJ m x m -r c .- tF v "a• aJ .. d d d C d M ,3" {��-eJ 1w• M M M M too' r.a' tJ 4• it V d — d U• P• o� : :J K M � « J tr .(� O• O• d aY - .• O• d i. ._ :: tJ tJ M M M M M ^� ✓ M d d N L m u m n m pr ^ 4 • o D c, ` h- v BUILDING �% 1U31X3 � ., ts• n cr d cr rr _ e :r w w' M \ lJ� a a' d c w . ADDITION t _ _ a a 590 SF d d FFE-951.42 ti ne p U o /> L Ln m_ u W m _ d c• d w r d o• � c au v ' «• a. U I r ij :a dF,c rut `-r1• rJ M M cY' d cr c• s m• Vt n' d cr tr - .�• cr •� .-• m •c o o - �_/'r- '\�`-`---_ .� a •. a .. ... c o � c. w - c.• d .a tr d s c. c c - .- �- ..• W .., <.. r. a. > v +.� � s. s �. m m v- c m r .- - c c c o o c c Fo o d d _ c•' d v - r Cr d d O Cr d C tr a- � n., µ � t. d P d O• d O• W v d d O d d O d/ rr o O � d d 5 Calculation Summary EXTENDED 3 IyfilVE-THRU SURFACE 2V455183 06Nin N.A. 38H n LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES, INITIAL LEVELS ARE SLIGHTLY HIGHER .....-...-_.._...._.-._..._d_._.._......-.__------_._------------------_... I,1:minaize Schedule ---- ------------------ -- --------- - - -- - - - - - - - - - ----__-------_ Contobpvtbrw -—�—T-__-___-----�----- Symbol Qty i Label Arrangement ________r________________________ Luminaire; LLF p Lumr nal ze Descri tion - ciao m *he xide.h— of dlfaM UD -ft,. oorx9ualMa and ap..l dedr w4i n. Ma9in d torapkoa I Lumens • TPatta I TACO BELL S A SINGLE 12392 0.900 X135 T- -- CLI -H-60.. U 4A -4 -DBT -BC / SES -22.5 -40 -01 -A -2 -DET � 124 E. 7TH ST. , S::.J_' ' �B : SINGLE- 15421 _ 1.0.900 135 ......... CLI -A -60L -U -4K -5M -DBT, /..SES -22.5 -40 -01 -A -2 -DBT MQNTTCELi.O, MN NOTE: LIGHT LEVEL AT THE PROPERTY LINES NOT TG EXCEED 1.0 FOOT-CANDLE PREPARED BY: JOHN BUJAKE FIXTURE HEIGHT NOT TO EXCEED 25' A.F.G. wth SMI wiekw. oonwd sy.Iam ACCUSERV LIGHTING d EQUIPMENT FIXTURES ARE 135W 4000K LED • Twoy.e. aV.- and nix *1 w wTaiw eae gdaang aiormamn or Vie.- 877-707-7378 FIXTURE A HAS BACKLIGHT CONTROL Orct,iinow • rdprad.g epbnafor hanromal cam. rMaat tonen in bodkin., arm mourd'vg avaltk. jbujake@dccu-se.v.com POLES ARE 221-6" WITH AN OVERALL FIXTURE HEIGHT OF 25-0" A.F.C. MARCH 25, 2022 1 I SITE LIGHTING PHOTOMETRIC VIPER L 1"" Tom, unw9wwwaxarac � � SPWIPQATpNS Irde,rdaE ll.ea Contobpvtbrw The Beacon ViDei bmlraks a araAW h two •Avabbi—tn an pliuulDaeave rnhs,d ciao m *he xide.h— of dlfaM UD -ft,. oorx9ualMa and ap..l dedr w4i n. Ma9in d torapkoa tPPI.If ion aenanr ..patio d da[eckng mdI n3aD•uowd the kunnot. X%%. u X11119 No, uP to 100M AH o, W 4. Union- we Ubk for xd boob no 11 melon ddedad for the e,,a oMod tkna the md'on n.p once"orn red— in. to f kv.L Colninidli a Walter owny Paw[ xduc,g the k9H krw.eoad".. When motionit • MIL.N.diew win ow cad.kanimon- dddvd Mhe PIR—.. the ka—aa. • Ceatid wth a pory.rtdtnkh that madf rat.—toU wthap.-d I'm Mgt* wAPA P ASTMoilroeno.bntedrpugomenb and ASTM D22 moleaq pd bn d kaaa co dad Bea can Newel, I 'tad 'p'd•^xr'te varyhom dardard coldgure— .dude %timgYremeda Av •aiWE with Ead9enilx .0oM,Iwt • werndbvdwauk oarroebnra.Wri • one piece wtal camfdge "on, "wookens dmming tined damm,g win Wni kdekxa tweed dimmbg bawd on tarn of not(m of M LED er19h.. Lm WM% optica gwkd .nd•nadaa.rte.lb—I aorLda ermMred`�a-<-.Me.aeya. •Inaddiionvow..tie eftea'd • Cadntg.k haft togdmr wth".—I fnaa wth SMI wiekw. oonwd sy.Iam dandoRe toWired to the bond to hat i can Meeld upk cod ue n• pce otd iebal gdenn, torrid.—tion In en.r9y wn, m.irNaw,Ioe coda wtii.pbeiing 44 q-My24A. Fe, mina • Twoy.e. aV.- and nix *1 w wTaiw eae gdaang aiormamn or Vie.- p.iadtxn. bem poked weahe,paef «d.uwd oo;h advWx opb. I,wimliba Orct,iinow • rdprad.g epbnafor hanromal cam. rMaat tonen in bodkin., arm mourd'vg avaltk. •Lmrwxi,ph lmVthmVh VTV, 50 141 to m Nr(LOM.347V, -,-WV lipid, • PowwfadarkaQodfA bad. Mounding hand .x indded. • Al ol.FMeat aomppnede we root*, d a0.0)0 hon d u bad Flnlahl •F wy dadre�enin and 29C.anbient oondllom pa Afl•217FNofbe2- Prod and the- apDeed and tnamlaaAed. 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"%,.I diem.. do,) PIDBUCT IMAOf�) I empeom A i T 9 1 D A 6 C D R44ylt EDA Mir 24.19' 14.25" 4.13• .1600"$ 1.2+1' (7401" (614 HIR) (362" 00511" 01.3 Yyj MOWTINGO"DNS nr..YryJr An pM ' I 11.'1 IaN.. 1Y..1s�1d ici tone bs9• op bap Ren(w,ay S 2-aR aaiw,rnr lixd.etq y k.tu4SN YAIIRaie lwM ORDERING INFORMATION ORDEWNBEXAMPLE: VP1196L-28014K7f4W)UNVINDBTIME-TLAENI-041BC TTL Vi., 61 139M LED MTN 3K7 3000K 70CRI Lean WOW to 1824 120.27?+ SOL -180 I" Larry' pq 4MA MCRI mkt try 12hf 8DL-235 23aN LED array V oot mbtb. let 1R 8J8d SK7 9000K 7DGR1 11e 0ptt o►tb. 1gH 96L-210 227W LAf anry 248 2k1' 96L-260 2KW LID awry 277 277V SGL -315 3160 L®.may 347 347E 96t-195 3M L am 40 460( FR Type IIffue If,.- 2 bw2 Type2 3 TI -p,3 4 Type 4 4W TYpc4VAk 5CM Ty7--sum sel Tyw 108 5R Typ'%tomig•b0 SW TYR 61Vtmaed aA* OOT DeaaBm.a 11W,." F Fwbg OYf 84d; Malta ieabxd fd� Bib Spd¢s PS Pb1.pmSitaa Smootl 8C-aTw,, ,Wordaal(IYndS] YAiT REtp Tmbmd ba ype4W cry) CC 0eAlmGobr(IWl1) .. 7PR 7 -Pi. FmvUc- o I,i 4Iorheq W, plotD rW, oravieLsscontmlpmWad b, otharc) 32 SEATS / 2,460 S. F. A I-cbng.brAntbnrcry AA1 t7fRTiRIXaTDICnCTIM06 I TB21-33 I dl a " STL. BASE PLATE1 � —� G UB oowc«ewew conaw }' STL. LEVELING PLATE CITY PLANNING REVIEW: 014.04.2022 IDR+ WASPt1a.Pnq&nsava'daylq dtmnbot (347 a 480w.dh o.y) ��1,1�}j Beacon Prndeb •2041 tam m Mir Glc- Ek9t Bfa R 34203 •Prom 8Do-316.4428 OW boo pnitkxdadatabsrVw9 aur ®• WaWr 9Z BOLT CIRCLE (STD) IACIM prW9c4,paductaplotMAldd is pLjrAbdary.wawdimk4. moon rRacUla(gAEA al"Ienrae•Iw an•iarwaw town nrmr: waopnoryodccuo.. ansakw same Stlw• Si", Pro -(b sb. 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BASE PLATE1 T16 'ab118rackel Spp.ar Pmmggtamrmdn0anppoaroySemorwldayl4lr mldm1021277 Wilda. }' STL. LEVELING PLATE CITY PLANNING REVIEW: 014.04.2022 IDR+ WASPt1a.Pnq&nsava'daylq dtmnbot (347 a 480w.dh o.y) J' SPACE, NO GROUT LBH -709' FIB"81 9Z BOLT CIRCLE (STD) Stlw• Si", Pro -(b sb. 11" BOLT CIRCLE (+100 rezvAa4spdosrceacokEansxfopau iwa wrnamn9aln.ewne wine,rr0 <mrnoPlal aminal tranaenw.aeratarade•a.pke twaq Tenlp,rx m•wasaw7xra SWIMUta• SioI Pwommvir&son MPH WIND) a uaaerawoxlrnanafmm�aeoe•aepeea rrr trm�N�YeR4eetkaak ba,pl0anabraw Upeltg saMJ..q awedwaed fdawa9br,ppsnatrxwFYMatigtCgaaldby,a4•mdxapa� ugnngenE4pmrttacc DVsw]a Ao•nm.kxed S"ce 1�'*'d Spralern j"STL. BASE PLATE (STD) 9fB,,r tales wlf Mdanamrn lnapn7u9d'e.w.adyre9a wh rk4etr aMtTmM ba. exnpa.lraabl zaaTpAxtaom.nww xeRra op' IPIAh1.2'L.wItYJaaML0EN9AR45R Shgrt wbMdmtried • sa6SB• 8MeS c bated on USB laskdrm (Ined—twedonN) 1' (100+ MPH WIND LOADS) ON SM'04B• Stsywwdcom Taw MRS. Sibbyac FAmbss Bridge Ibd. ,ax aaantlare, 4,a wrwl m,tw a pm .mea nnpLta{$sn '®aNmwmrp Mpt •eenawnpwemwpw aemfairraYepea6eramKl6araro pdetl atwneR:Eamtpbnwaim MAedp,rtlooFe tll amaedy.Mad ,room wasw oa-a aaaxaaxllnwwa xaasvaaazlass ac ax srkrwMme '®ary rc t woo t pn area wxserca. dkN,n, Boaz '®nNTwDax a re:low aaar nnew—'joinIonelawlirlub.eaax o«rar�.n a uatwaysp ot,I, zmP rrnrnmewloM <kaada.¢tauRlgt We men ' mpxaw own u a a a a .amNmdnws ' Man pd ale 9rP1EkmFp.ptjKTl•exnb ladw'aa.maa vnr.aA na0]MOrAylecd<sstxaaatl LEFT ROTATED OPTIC RIGHT ROTATEDOPTIC {{S 4` SO. STL. LIGHT POLE (STANDARD) BASE PLATE 5" SO. STL. POLE (100+ S detym Li Cord1)l t: aaeilethirom WIND LOAD AREAS) ovmaastnnitQMbm&fa slim. swan?ainninp pe]tllit fam:"es. 2' HAND HOLE LEVELING PLATE FOR CONDUIT W/ COVER Beacon PmWit, - 23,11 60finenm Gictb Et Bnmirdm, FL34M3 • Btore 800.316.49H a FBL/�BLL 91pbootrnrxuelem6biig.aentPaoarR,Roarer:peoaahawae:r0iarlLargnwrMltMce- ® IJMeelry �i smrsamrna,actA xRp.saawa•Eaaae.war. ddwwbtk wwvAawemaema . aMek161 scEc va: 3 I NOT USED If LOCAL INSTALLER TO FINAL DETERMINE DESIGN ! SPECS BASED ON SITE SPECIFIC j `SOLE HEIGHT AND LOCAL CODE REQUIREMENTS-_-_-_z___d____-:-rr svi 32 SEATS / 2,460 S. F. 1D, (SID) PROJECT NO.: TB21-33 118 W KDI " STL. BASE PLATE1 GGD 708 }' STL. LEVELING PLATE CITY PLANNING REVIEW: 014.04.2022 J' SPACE, NO GROUT 9Z BOLT CIRCLE (STD) 11" BOLT CIRCLE (+100 G p MPH WIND) j"STL. BASE PLATE (STD) 1' (100+ MPH WIND LOADS) ON D A j' THK. LEVELING PLATE. 1- DIA. BOLT HOLES (STD) 171i DIA BOLT HOLES (WIND) 4` SO. STL. LIGHT POLE (STANDARD) BASE PLATE 5" SO. STL. POLE (100+ WIND LOAD AREAS) 3" x 3" HOLE IN BASE AND 2' HAND HOLE LEVELING PLATE FOR CONDUIT W/ COVER ACCESS 12" ABOVE BASE (4) � X24"X4" ANCHOR BOLTS W, 2-3/4" MIN, BOLT PROJECTION (STD). (4) 1 "X36"X4" ANCHOR BOLTS W/ `v 3}' MIN. BOLT PROJECTION (100+ MPH WINDS) 2'-6" HIGH RIGID FIBER FORM (SONOTUSE) FORM FILLED WITH CONCRETE. TOP OF PAVEMENT (4) #5 BARS w/#3 TIES,q; 12'- LU o LOCATE ALTERNATE LOCATIONS F FROM A.B. c, j HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE J NOTES m 1. FOUNDATION SHOWN IS A TYP. DESIGN. WIND LOADS OF MORE tL THAN 100 MPH & UNSTABLE SOIL 06 CONDITIONS MAY REQUIRE AN Z ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORTS. 4 2. FOUNDATIONS SHALL EXTEND FOUNDATION BELOW FROST DEPTH PEP, LOCAL CODES. 2 N- LIGHT POLE FOUNDATION DETAIL fim &"els A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3004 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S. F. PROJECT NO.: TB21-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 014.04.2022 G SITE LIGHTING PHOTOMETRIC A103 TACO BELL, MONTICELLO, MN 2301 24'-0 1/4' 5-F, -3 1;4 12-0 1 3'-8 3/4 3-101/2 -1 3;4 R. 0. R.O r--*--------' r I 1 1 I 1 1 1 — I 1 1 1 1 I I 1 T________.11 TRASH v _____-__-_ a----------� - r—L 1 1 i 1 1 i tc' I 1 1 i 1 1 1 I 14-161/4 8-3 r-41/4° ' l.\—� -------------- G w `✓ESTIBULE li 1 I - DRY STOR. I F ------------------I EO. 6'-&' EO. --___- 2 (E) V.I.F. 2301 3.4 `? > FREEZER [W—OMENS MENS/4 G-8 3/4 I LL I o - I I r _ I OOLER WASHING J I IILJ LJ I — 4-9' m 7-512 - ___ • � --- � I 1'' r---1 III � TB COOK - I SERVING � I I I III l� 1 I I I .I . I.. IH L _ J I _J % ° ---- I I 783;4 III I Ooh, 00 I ti UTILITY - • e LJO OC' III C ED 3'-9 1/4 ` -- L ---� — i KITCHEN I ��' I I I j I I OFFICE RIVE-THRU I I - � _ 0 1 - - -- O---- -----� I I 1 4- 4-1 3-0112 I RO I L ----------J •'Y 1 A3rwJ _ I 1 14 1-o FLOOR PLAN TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOP, ADDITIONAL INFORMATION. EXISTING WALL TO REMAIN WITH NEW 3 1/7' OR 5 1 /2" UNFACED FIBERGLASS BATT INSULATION IF NOT CURRENTLY EXISTING, G.C. TO VERIFY. WALL INFILL AS REQUIRED. NEW CONSTRUCTION TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. NEW TO BE FLUSH WITH EXISTING. (ASSUME WOOD FRAMING) TYPICAL NEW INTERIOR WALL: 2X4 WOOD STUDS AT 16" ON CENTER, (2X6 OR 2X8 WHERE INDICATED). SEE NOTES BELOW FOR SUBSTRATES REQUIRED. INTERIOR SOUND -RATED WALL: TYPICAL INTERIOR WALL WITH 3 1/2" OR 5 1/2', UNFACED FIBERGLASS BATT INSULATION. TYPICAL NEW EXTERIOR WALL: 2X6 WD. STUDS AT 16'0.C. WITH SHEATHING AS SCHEDULED AND R-21 FIBERGLASS BATT INSULATION U.N.O. 3 I WALL LEGEND WALL SUBSTRATES: • DINING ROOM: 1/2" GYPSUM BOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. (NOTE: 112" CEMENT BOARD TO BE SUBSTITUTED FOR GYPSUM WALL BOARD FOR THE FIRST 5' FOR BASE TILE APPLICATION.) PROVIDE 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH ON WALLS SCHEDULED TO HAVE WALL TILE. • KITCHEN WALLS: 112" CEMENT WALLBOARD FROM TOP OF SLAB TO 12'. 1/2" CDX PLYWOOD FROM 12' TO U ABOVE CEILING HEIGHT U.N.O. • RESTROOM WALLS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH WITH 5/S HI -IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N-O. (NO SUBSTITUTIONS ALLOWED) DIMENSIONS 1. DIMENSIONS INDICATED THIS PLAN ARE FROM F.O. SHEATHING TO F.O. SHEATHING. 2. DIMENSIONS NOTED AS "CLEAR" OR "HOLD' ARE MIN. REO'D. NET CLEARANCE FROM FACE OF WALL/ WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS/ DOORS: 1. SEE SHEET A000 FOR WINDOW AND DOOR SCHEDULE. 2. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS, FINISH SUBSTRATES: 1. PROVIDE 112" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 5' OR 12" AFF. PER 3/2200. IN LIEU OF GYP, BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.N.O. 2. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 3. ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 112" CDX PLYWOOD SUBSTRATE, U.N.O. 4. PROVIDE 1/2" THICK CEMENTITIOUS BOARD ON WALLS WITH NEW TILE FINISH. SEE INTERIOR ELEV. FOR LOCATIONS. 5. SKIM COAT ALL WALLS IN VESTIBULE, DINING, CUSTOMER, SERVICE AND RESTROOMS THAT WILL NOT BE TILED OVER OR WAINSCOTTED. PROVIDE "LIKE NEW' FINISHED CONDITION FOR PRIMER AND PAINTAS SCHEDULED. 4 I FLOOR PLAN NOTES CM 2 I FLOOR PLAN KEYNOTES ' DECOR: 1. SEE A203 FOR FLOOR FINISHES. 2. SEE A204 FOR CEILING FINISHES. 3. SEE A205 & DECOR PACKAGE BY DECOR VENDOR FOR SEATING PLAN AND DETAILS. 4, SEE A6rci & A601 FOR WALL FINISHES, GENERAL: 1. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. 2. ALL ATTACHMENTS MADE THROUGH EXTERIOR WALL SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH. 3. ALL PENETRATIONS THROUGH EXTERIOR WALL SHALL BE SEALED USING MFR'S. APPROVED METHOD. 4. REFER TO EXTERIOR ELEVATIONS (SHT. A300, A301) FOR EXTERIOR FINISHES, AND ROOM FINISH SCHEDULE (SHT. A203) FOR INTERIOR FINISHES. 5. AFTER DEMOLITION BUT BEFORE STARTING NEW CONSTRUCTION, VERIFY EXTENTS OF DAMAGED AREAS AND COORDINATE WITH TENANT THE EXTENTS OF REPAIRS. 6. PROVIDE EXTERIOR ADDRESS NUMBERS AS REQUIRED BY LOCAL AUTHORITY. 7. GENERAL CONTRACTOR SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS, AND CEILING GRID THROUGHOUT ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A" COVED' CORNER. 8. G.C. TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. fim " i-elo A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels Com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO. MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7256 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone 763 489.3004 ENDENVOR SUCCESSOR 32 SEATS 2,460 S.F. PROJECT NO.: T821-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04.2022 s Q _ .e-'CFZ FLOOR PLAN A200 TACO BELL, MONTICELLO, MN X1--------- T O.75 TONER (MATCH EXISTING UPPER PARAPET) X17 T.5O PARAPET (MATCH EXISTING LOWER, PARAPET) e-5 - T.O. (E) WINDOW / B.O. TRIM BOARD AND EYEBROW 4-5 T.O. TRIM BAND AT TOWERS 1'-10 1(2"- 5 -E)WINDOW--------------- 0Orj - — - — - — - — - — - — - — - T.O. (E) SLAB 1 I 14 1-o WEST EXTERIOR ELEVATION SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. NOTES 1I MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS STO CORP. - MACCENT WALL COLOR SHERWIN WILLIAMS SEMI -GLOSS PAINT CYBERSPACE (SW7076) STO CORP. -- E01 SIGNAGE VENDOR LOCATIONS PAINT AGED WHITE (SW9180) E02 ❑3 ACCENT WALL COLOR SHERWIN WILLIAMS SEMI-GLOSS STO CORP. -- r J i—� REQUIREMENTS WITH E04 PAINT SW PURPLE (TB2 ,03C) FABRICATED ALUMINUM i ❑4 ACCENT WALL COLOR SHERWIN WILLIAMS SEMI -GLOSS STO CORP. INFORMATION. MATCH SHERWIN 24 GA GALVANIZED - CYBERSPACE F1 CONTINUOUS PARAPET CAP _ (SW7076) KYNAR 500 COATING 17 EXISTING HOSE BIB LOCATION TO REMAIN. aCEMENT SIDING JAMES HARDIE HARDIE PLANK LAPSIDING SELECT CEDARMILL - COLOR WORLDLY -- 4 EXPOSED LAP STRUCTURE WAS DESIGNED FOR BY CODE. ( I WALL BUSTER FOR LED 19 NEW OVERHEAD DOOR AS SCHEDULED. GRAY (SW7043) EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. ❑7 PIPE BOLLARD SHERWIN WILLIAMS DOT YELLOW -- - 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE AWNING SIGNAGE VENDOR BLACK BY SIGNAGE VENDOR -- PROVIDED BY SIGNAGE 10 EXTERIOR ELEVATION KEYNOTES HARDIE TRIM 5/4 SMOOTH 1" X 55 - VENDOR ❑9 HARDIE TRIM JAMES HARDIE PAINT CYBERSPACE (SW7076) -- -- SEMI-GLOSS HOLLOW METAL DOOR,' PAINT WORLDLY GRAY (SW7043) 10 ELECTRICAL EQUIPMENT SHERWIN WILLIAMS SEMI -GLOSS PRE -FINISHED (COLOR TO MATCH WORLDLY GRAY (SW7043)) PROVIDE 11 OVERHEAD DOOR COLOR SAMPLE TO ARCHITECT FOR APPROVAL 12 SCUPPER / DOWNSPOUT PRE -FINISHED- BLACK, SEMI -GLOSS -- 7 EXTERIOR FINISH SCHEDULE MISCELLANEOUS: 1. SEE SCOPE OF WORK FOR RESONSIBILITIES. 2. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. 3. DURO-LAST TERMINATION BAP, SHALL BE DARK BRONZE. 4. OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY. SEALERS (REFER TO SPECS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS, 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. 3. DO NOT APPLY SEALANT AT WINDOWSILL WEEPS. ODENOTES EXTERIOR FINISH. O DENOTES KEYNOTES. 0 DENOTES SIGN / CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED 8 GENERAL NOTES Q QTY. ITEM 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 3 CAMO PATTERN - PURPLE - EXPRESSION PANEL .si 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X PROVIDED BY SUPPLY FIXTURE 9'-0" X 4'-0" DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS X E01 SIGNAGE VENDOR LOCATIONS O PREFINISHED PARAPET COPING, E02 1 FRONT ENTRY AWNING 5'-7" L. X 6"H. X 1 -4"D. BLACK (CUSTOM) (COORDINATE FULL 9 EXTERIOR ARTWORK SCHEDULE NOTE: THE INTENT IS THAT COLOR CHANGERS OCCUR AT INSIDE CORNERS, U.N.O. $ N.T.S. ACCENT BAND COLOR TRANSITION 15-7 - T.O. PARAPET (MATCH EXISTING LOWER PAP,APETj 8-5't -- B 0. TRIM BAND (ALIGN WITH T,0. (E) WOW. HEAD) 8'-0" T . OVERHEAD DOOR HEAD T-21/4 T.O. REAR SERVICE DOOR HEAD R.O. 2'-5' T.O. TRIM BAND -------------- 00 T.O. (E) SLP,B0 PROVIDED BY G.C.: PURPLE WALL WASH ELEC. SERVICE WITH EW2881 3 13 -UX 3'-10' LARGE SWINGING BELL PURPLE LOGO FACE LIT LIGHT FIXTURE - WHIP TO POWER 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X PROVIDED BY SUPPLY FIXTURE 9'-0" X 4'-0" DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS X E01 SIGNAGE VENDOR LOCATIONS O PREFINISHED PARAPET COPING, E02 1 FRONT ENTRY AWNING 5'-7" L. X 6"H. X 1 -4"D. BLACK (CUSTOM) (COORDINATE FULL E03 2 r J i—� REQUIREMENTS WITH E04 2 FABRICATED ALUMINUM i SIGN VENDOR CUT 12 NEW DRIVE-THRU WINDOW AS SCHEDULED. "Z" CLIP PAINTED TO SHEETS AND INFORMATION. MATCH SHERWIN ELECTRICAL DRAWINGS. 15 EXISTING ELECTRICAL EQUIPMENT TO REMAIN - PAINT AS SCHEDULED, WILLIAMS T62603C PURPLE - PROVIDED BY 16 EXISTING GAS METER LOCATION TO REMAIN - DO NOT PAINT. 17 EXISTING HOSE BIB LOCATION TO REMAIN. SIGNAGEVENDOR .0 G o STRUCTURE WAS DESIGNED FOR BY CODE. ( I WALL BUSTER FOR LED 19 NEW OVERHEAD DOOR AS SCHEDULED. O O O o EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. WIRE PASS THRU O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE POWER SUPPLY - VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR.. PROVIDED BY SIGNAGE 10 EXTERIOR ELEVATION KEYNOTES VENDOR LED WALL WASHER DETAIL <=> QTY ITEM DESCRIPTION ELEC EW2881 3 13 -UX 3'-10' LARGE SWINGING BELL PURPLE LOGO FACE LIT X E032909 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X E034393 1 9'-0" X 4'-0" DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS X E01 1 SIDE ENTRY AWNING 11'-6"L. X 6"H. X 1'-4"D. BLACK (CUSTOM) O PREFINISHED PARAPET COPING, E02 1 FRONT ENTRY AWNING 5'-7" L. X 6"H. X 1 -4"D. BLACK (CUSTOM) X E03 2 SIDE EYEBROW (WINDOW) 12-11'L. X 6'H. X 1'-4"D. BLACK (CUSTOM) 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY E04 2 FRONT EYEBROW (WINDOW) 5'-10'1 X 6"H. X 1 -4"D. BLACK (CUSTOM) DOWNSPOUT TO BE 6,& ABOVE GRADE). NOTE: FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL. 5 SIGN / CANOPY SCHEDULE O BASE THICKNESS - 1 1/2' THICK E. 1. F.S. WITH HIGH IMPACT MESH TO HEIGHT OF U-0A.F.F. O HORIZONTAL TRIM BAND - 3" THICK E.I.F.S. PAINTING OVER E.I.F.S. /STUCCO APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. - PRIMER: 1 COAT SW A24W8300, LOXON CONCRETE & MASONRY PRIMER -FINISH 2 COATS SW A.22-100 SERIES, A-100 EXTERIOR LATEX SATIN 6 ' E.I.F.S. LEGEND/ NOTES O NEW BUILDING SIGN - UNDER SEPARATE PERMIT. 24 EXPRESSION PANEL. SUPPLIED BY OWNER, INSTALLED BY G.C. O METAL AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. 25 NEW VERTICAL HARDIE TRIM BOARD. O NEW 1 1/2" DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. O EXISTING PIPE BOLLARD TO REMAIN. PAINT AS SCHEDULED. O NEW HORIZONTAL TRIM BAND, PAINT FINISH SHOULD BE APPLIED TO TOP, BOTTOM, 27 EXISTING CO2 TANKS TO REMAIN. DO NOT PAINT, AND FACE OF BAND. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION. 28 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP. O NEW HARDIE TRIM BOARD. ALIGN WITH TOP OF EXISTING DINING ROOM WINDOWS. ® NEW ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 16 O CEMENT BOARD SIDING. AND 17/A500. O NEW E.I.F.S. CORNICE, PAINT AS SCHEDULED. ® NEW LOCATION OF EXISTING IRRIGATION. (D NEW E.I.F.S. WINDOW SILL, PAINTAS SCHEDULED. 31 NEW LOCATION OF EXISTING UTILITY BOXES. O PREFINISHED PARAPET COPING, O NEW HOSE BIB LOCATION. 10 EXISTING ALUMINUM WINDOW FRAMING TO REMAIN. PROTECT FROM DAMAGE. NEW O DRIVE-THRU CANOPY WITH SIGN LETTERS PROVIDED AND INSTALLED BY SIGN VENDOR,. GLAZING TO BE INSTALLED IN EXITING FRAME, PROVIDE NEW WINDOW SEALANT PER G.C. TO PROVIDE BLOCKING IN WALL. GENERAL NOTES SECTIONS. 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED (BOTTOM OF DOWNSPOUT TO BE 6,& ABOVE GRADE). 12 NEW DRIVE-THRU WINDOW AS SCHEDULED. 13 NEW ALUMINUM FRAMED ENTRY DOOR. SEE SHEET A000 FOR ADDITIONAL INFORMATION. 14 NEW REAR SERVICE DOOR. PAINT AS SCHEDULED. 15 EXISTING ELECTRICAL EQUIPMENT TO REMAIN - PAINT AS SCHEDULED, 16 EXISTING GAS METER LOCATION TO REMAIN - DO NOT PAINT. 17 EXISTING HOSE BIB LOCATION TO REMAIN. 18 OVERFLOW SCUPPER BY G.C. - PROVIDE OPENING PER MINNESOTA STATE CODE AT HEIGHT NOT TO EXCEED MAXIMUM PONDING WATER FOR WHICH THE ROOF STRUCTURE WAS DESIGNED FOR BY CODE. 19 NEW OVERHEAD DOOR AS SCHEDULED. EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. 21 WALL PACK LIGHT FIXTURE, O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE , VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR.. ' 10 EXTERIOR ELEVATION KEYNOTES A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date "A0 '' * -TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3rxj4 ENDEAVOR - SUCCESSOR 32 SEATS 12,460 S.F. PROJECT NO.: TB21-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW' 04.04.2022 P N G EXTERIOR ELEVATIONS A300 TACO BELL, MONTICELLO, MN X157 T O. PARAPET (MATCH EXISTING LOWER PARP.PET) B.O. TRIM BAND (ALIGN WITH T.O. (E) WDW. HEAD] 02T4 DRIVE-THRU WINDOW __________ B.O. DRIVE-THRU WINDOW 2 5' T.O. TRIM BAND o a' T.O.(E)SLAB ------------ 1 I 14 1 EAST EXTERIOR ELEVATION SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. NOTES MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS STO CORP. - ❑2 ACCENT WALL COLOR SHERWIN WILLIAMS PANT CYBERSPACE SW7076)SEMI-GLOSS STOW CUP.P. ❑3 ACCENT WALL COLOR SHERWIN WILLIAMS PAINT AGED WHITE (,SW9180) SEMI-GLOSS STOW CORP. -- ❑4 ACCENT WALL COLOR SHERWIN WILLIAMS RAI NT SW PURPLE (TB2603C) SEMI -GLOSS STO CORP. - FRONT ENTRY AWNING 5'-71. X 6"H. X 1'41D. BLACK (CUSTOM) X E03 24 GAGALVANIZED - CYBERSPACE SIDE EYEBROW (WINDOW) 12-11"L. X 6'H. X 1-4 D. BLACK (CUSTOM) ❑5 CONTINUOUS PARAPET GAP _ (SW7076) KYNAR 500 COATING DOWNSPOUT TO BE 6°-8` ABOVE GRADE). FqCEMENT SIDING JAMES HARDIE HARDIE PLANK LAPSIDING SELECT CEDARMILL- COLOR WORLDLY 4' EXPOSED LAP 14 NEW REAR SERVICE DOOR. PAINT AS SCHEDULED. GRAY (SW7043) ❑7 PIPE BOLLARD SHERWINWILLIAMS DOTYELLOW -- - FIAWNING SIGNAGE VENDOR BLACK BY SIGNAGE VENDOR -- - OHARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5.5` - PAINT CYBERSPACE (SW7076) - -- ® EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. 21 WALL PACK LIGHT FIXTURE. SEMI-GLOSS O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 1p HOLLOW METAL DOOR / ELECTRICAL EQUIPMENT SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR. PRE -FINISHED (COLOR TO MATCH 11 OVERHEAD DOOR - WORLDLY GRAY (SW7043)) PROVIDE COLOR, SAMPLE TO ARCHITECT FOR _ APPROVAL 12 SCUPPER / DOWNSPOUT - PRE -FINISHED - BLACK, SEMI -GLOSS -- -- 7 EXTERIOR FINISH SCHEDULE MISCELLANEOUS: 1. SEE SCOPE OF WORK FOR RESONSIBILITIES, 2. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. 3. DURO-LAST TERMINATION BAR SHALL BE DARK BRONZE. 4, OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY. SEALERS (REFER TO SPECS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. 3. DO NOT APPLY SEALANT AT WINDOWSILL WEEPS. DENOTES EXTERIOR FINISH. O DENOTES KEYNOTES. DENOTES SIGN / CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED 8 1 GENERAL NOTES 0 QTY. ITEM 0 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 0 3 CAMO PATTERN - PURPLE - EXPRESSION PANEL 2 CAMO PATTERN - PURPLE- EXPRESSION PANEL 3 3'-6 X 3'-10" LARGE SWINGING BELL PURPLE LOGO FACE LIT X E032909 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X E034393 1 9'-0" X 4-0 DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS 9 EXTERIOR ARTWORK SCHEDULE 13 I NOT USED 17'-5' = T.O. TOWER (MATCH EXISTING UPPER PARAPET) T.O. PAH,APET (M(MATCH EXISTING LOWER PAP'APET) ________ 8-5.'--l� T.O. IE) WINDOW / B.O. TRIM BOARD AND EYEBROW 4-5 T.O. TRIM BAND 1`10112.- '-10 1 /2" _ B.O. (E) WINDOW rJ __-------------- T.0.(E)SLAB 14 I NOT USED I 0 QTY ITEM DESCRIPTION ELEC E032881 3 3'-6 X 3'-10" LARGE SWINGING BELL PURPLE LOGO FACE LIT X E032909 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X E034393 1 9'-0" X 4-0 DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS X E01 1 SIDE ENTRY AWNING 11'-6`L. X 6"H. X 1'-4'D. BLACK (CUSTOM) O9 PREFINISHED PARAPET COPING. E02 1 FRONT ENTRY AWNING 5'-71. X 6"H. X 1'41D. BLACK (CUSTOM) X E03 2 SIDE EYEBROW (WINDOW) 12-11"L. X 6'H. X 1-4 D. BLACK (CUSTOM) 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY E04 2 FRONT EYEBROW (WINDOW) 5'-10'L. X 6°H. X 1'-4'D. BLACK (CUSTOM) DOWNSPOUT TO BE 6°-8` ABOVE GRADE). NOTE: FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL. 5 SIGN / CANOPY SCHEDULE OA BASE THICKNESS - 1 1/2" THICK E.I.F.S. WITH HIGH IMPACT MESH TO HEIGHT OF 6'-0" A.F.F. Q HORIZONTAL TRIM BAND - 3' THICK E.I, F.S. PAINTING OVER E,LF,S. /STUCCO APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. PRIMER: 1 COAT SW A24W8300, LOXON CONCRETE & MASONRY PRIMER. FINISH. 2 COATS SW A82-100 SERIES, A-100 EXTERIOR LATEX SATIN 6 ' E.I.F.S. LEGEND/ NOTES �./ NEW BUILDING SIGN - UNDER SEPARATE PERMIT. 24 EXPRESSION PANEL. SUPPLIED BY OWNER, INSTALLED BY G.C. O METAL AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. 25 NEW VERTICAL HARDIE TRIM BOARD. NEW 1 112" DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. ® EXISTING PIPE BOLLARD TO REMAIN. PAINT AS SCHEDULED, O NEW HORIZONTAL TRIM BAND. PAINT FINISH SHOULD BE APPLIED TO TOP, BOTTOM, 27 EXISTING CO2 TANKS TO REMAIN, DO NOT PAINT. AND FACE OF BAND. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION. 28 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP. NEW HARDIE TRIM BOARD. ALIGN WITH TOP OF EXISTING DINING ROOM WINDOWS. ® NEW ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 16 © CEMENT BOARD SIDING. AND 17/A500. O NEW E.I.F.S. CORNICE, PAINT AS SCHEDULED. ® NEW LOCATION OF EXISTING IRRIGATION. OS NEW E.I.F.S. WINDOW SILL, PAINTAS SCHEDULED. 31 NEW LOCATION OF EXISTING UTILITY BOXES. O9 PREFINISHED PARAPET COPING. QD NEW HOSE BIB LOCATION. (�D EXISTING ALUMINUM WINDOW FRAMING TO REMAIN. PROTECT FROM DAMAGE. NEW O DRIVE-THRU CANOPY WITH SIGN LETTERS PROVIDED AND INSTALLED BY SIGN VENDOR. GLAZING TO BE INSTALLED IN EXITING FRAME. PROVIDE NEW WINDOW SEALANT PER G.C. TO PROVIDE BLOCKING IN WALL. GENERAL NOTES SECTIONS. 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED (BOTTOM OF DOWNSPOUT TO BE 6°-8` ABOVE GRADE). 12 NEW DRIVE-THRU WINDOW AS SCHEDULED. 13 NEW ALUMINUM FRAMED ENTRY DOOR. SEE SHEET A000 FOR ADDITIONAL INFORMATION. -- 14 NEW REAR SERVICE DOOR. PAINT AS SCHEDULED. 15 EXISTING ELECTRICAL EQUIPMENT TO REMAIN - PAINT AS SCHEDULED. 16 EXISTING GAS METER LOCATION TO REMAIN - DO NOT PAJNT. 17 EXISTING HOSE BIB LOCATION TO REMAIN. 18 OVERFLOW SCUPPER BY G.C. - PROVIDE OPENING PER MINNESOTA STATE CODE AT HEIGHT NOT TO EXCEED MAXIMUM PONDING WATER FOR WHICH THE ROOF STRUCTURE WAS DESIGNED FOR BY CODE. 19 NEW OVERHEAD DOOR AS SCHEDULED. ® EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. 21 WALL PACK LIGHT FIXTURE. O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR. 110 I EXTERIOR ELEVATION KEYNOTES I fim aniels 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489 3004 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.. T62133 DRAWN BY, KDI CHECKED BY. GGD ISSUES AND REVISIONS. CITY PLANNING REVIEW: 04.042022 . w ON P N G EXTERIOR ELEVATIONS A301 TACO BELL, MONTICELLO, MN Perspective 1 finndaniels A R C H 1 T E C T S 04.04.2022 124 East 7t" Street Monticello, MN 55362 TACO BELL Perspective 2 flnndaniels A R C H 1 T E C T S C-mimwim 124 East 7t" Street V4A Monticello, MN 55362 TACO BELL MINNOW bi jµ'�40� , . - Perspective 4 finndaniels A R C H 1 T E C T S �,1,w,m 124 East 7t" Street � Monticello,M N 55362 TACO BELL CkTY (')F MonticeRo I-01P April 22"d, 2022 Re: Taco Bell Remodel City Project # 2022-020 OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 1 I Monticello, MN 55362 The Engineering Department has reviewed the Civil Plan Set dated 12/10/21 and offers the following comments: General Comments 1. Add ADA curb ramps with truncated domes at new entrance, required due to stop sign installation. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, Ryan Melhouse Project Engineer www.ci.monticeIlo.mn.us City Council Agenda: 05/23/2022 21. Consideration of a preliminary and final plat for Spaeth Third Addition and Development Agreement for the Spaeth Industrial Planned Unit Development. Applicant: Ken Spaeth, Spaeth Development, LLC Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 05/23/2022 ❑ Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Director, Chief Building & Zoning Official, Project Engineer ACTION REQUESTED Motion to adopt Resolution 2022-58 approving a Preliminary and Final Plat of Spaeth Industrial Park 3rd Addition, replatting Lots 5 and 6 into 2 separate parcels each, subject to conditions in Exhibit Z and based on findings in said resolution. REFERENCE AND BACKGROUND Property: Legal Description PID #: Planning Case Number: 2022-019 Lots 5 and 6, Block 1, Spaeth Industrial Park 155-255-001050; 155-255-001060 Request(s): Preliminary and Final Plat, replatting each of two existing parcels in the Spaeth Industrial Park, subdividing existing buildings into 2 separate ownership parcels. Deadline for Decision: June 17, 2022 August 16, 2022 Land Use Designation: General Industrial Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: 1-2, Heavy Industrial DWSMA Industrial Planned Unit Development North: Industrial City Council Agenda: 05/23/2022 East: Industrial South: Industrial West: Industrial Project Description: The applicant seeks to replat two existing buildings and lots in the Spaeth industrial park to create 2 separate ownership spaces in each of the two buildings. Lot 5 (to the west) would be split into a two-thirds/one-third layout, with buildings of 4,650 and 2,236 square feet on lots of 14,712 and 5,687 square feet respectively. Lot 6 (to the east) would be split into two -unit areas of 3,488 square feet each, on lots of 8,057 and 12,327 square feet. The larger parcel in each case includes the access drive which is part of the overall PUD. In 2021, the City approved an amendment to the Planned Unit Development to accommodate these types of internal splits by Plat, without requiring an amendment to the overall PUD. The purpose of this amendment was to allow a simpler process for working with individual tenant/owners, while ensuring the continuation of the PUD and cross -use agreements that control use and maintenance of the project as originally designed. ANALYSIS: The proposed subdivision follows prior subdivisions in the Spaeth Industrial Park designed to carve out customized owner/tenant spaces in the various industrial buildings. The subject parcels of the industrial park are shown below in yellow. City Council Agenda: 05/23/2022 The project was originally approved in 2017 and required a PUD to allow for common ownership of the lot, circulation, and parking areas in the Industrial Park project. The concept was designed to allow individual ownership of units within the park, with common access and shared responsibility for land and building exteriors. The proposed plat would further incorporate the ability for individual unit owners to also own the real estate on which their unit sits. This subdivision restructures the ownership relationships in the Industrial Park, potentially necessitating changes to the restrictive covenants and other requirements. No change to the land use or configuration of buildings or other improvements is anticipated under this amendment. Because the overall use pattern is not affected by the new subdivision — presuming the appropriate cross -use agreements are retained and/or established, there should be no new impacts on either the PUD or the industrial area as a whole. As noted, when the amendment to the PUD was approved last year, "Assuming the legal ownership interests are satisfactorily addressed, the look, use, and operation of the Spaeth Industrial Park should not change from its original intent." The Preliminary and Final Plat will create two new parcels each from Lots and 6, but each of those owners should remain subject to the physical and operational conditions of the PUD. The City Engineer, Building Official and Fire Department staff will also need to address any necessary changes to building structure and utility access within the overall PUD and plat area. A vacation of internal drainage and utility easements is being process with the subdivision to address a slight building encroachment into the interior easement. The vacation review and public hearing is scheduled for May 18, 2022. Development Agreement As a subdivision, an abbreviated development agreement has been prepared to reflect the modified plat condition. All other terms and conditions of the original development agreement for the Spaeth Industrial Park planned unit development remain unchanged. Budget Impact: The applicant provided an escrow to cover the costs of review of the application. II. Staff Workload Impact: City Planner NAC prepared the staff report; their time is coded to the noted escrow. City also staff have minor time in the review of the application and staff report, estimated at 2-4 hours. III. Comprehensive Plan Impact: The Monticello 2040 Plan promotes a strong industrial business sector represented by increased jobs and tax revenue generated for Monticello, including the full development of existing industrial parks such as Oakwood Industrial Park, in which this site is located. City Council Agenda: 05/23/2022 PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the request during their rescheduled regular meeting on May 18, 2022. Staff reviewed the required conditions of approval, which specifically relate to the necessary documents supporting the common elements of the PUD. The Commission clarified the purpose of the subdivision, which is to create a lot line through the building site, including the building itself. Staff confirmed. Hearing no public comment, the Commission closed the hearing. The Commission voted unanimously to recommend approval of the proposed plat. STAFF RECOMMENDED ACTION City staff recommends Alternative 1 approval of the Preliminary and Final Plat, subject to conditions in Exhibit Z, most notably approval by the City Attorney related to ongoing responsibilities of owners in the PUD for common use and maintenance. SUPPORTING DATA A. Resolution 2022-58 B. Resolution PC -2022-030 C. Aerial Site Image D. Applicant Narrative E. Certificate of Survey F. Preliminary Plat G. Draft Final Plat H. Development Agreement, 3rd Addition Z. Conditions of Approval EXHIBIT Z Preliminary and Final Plat for Spaeth Industrial Park 3rd Addition PID: 155255001050 and 155255001060 The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. City Council Agenda: 05/23/2022 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. 5. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. 6. Required approval and recording of vacation of easements and re-establishment of easements per the City Engineer. (Added condition.) 7. Review and Approval by City Engineer, Building Official, and Fire Officials. 8. Other conditions of City staff and officials. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-58 APPROVING A PRELIMINARY AND FINAL PLAT SPAETH INDUSTRIAL PARK 3rd ADDITION PID: 155255001050 and 155255001060 WHEREAS, the applicant owns the above captioned parcel in the Spaeth Industrial Park; legally described as Lots 5 and 6 Spaeth Industrial Park; and WHEREAS, the applicant has submitted a request to plat each parcel into two separate parcels, and develop it with said separate ownership under the requirements of the PUD District; and WHEREAS, the applicant proposes to develop the property for industrial uses, and no changes to development design or common operations would change; and WHEREAS, the site is guided for industrial uses under the label "General Industrial" in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on May 18, 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 considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission has recommended approval of the proposed plat of Spaeth Industrial Park 3rd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to industrial use. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-58 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The PUD flexibility for the project, including parcels without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat and Final Plat of Spaeth industrial Park 3rd Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. 5. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. 6. Required approval and recording of vacation of easements and re-establishment of easements per the City Engineer. 7. Review and Approval by City Engineer, Building Official, and Fire Officials. 8. Other conditions of City staff and officials. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for "Spaeth Industrial Park 3rd Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-58 ADOPTED this 2311 day of May 2022, by the City Council of the City of Monticello, Minnesota. /_1aI*I I Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL Bv: Lloyd Hilgart, Mayor 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-030 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR SPAETH INDUSTRIAL PARK 3rd ADDITION, PROPERTY IN THE PLANNED UNIT DEVELOPMENT, SPAETH INDUSTRIAL PARK PUD DISTRICT PID: 155255001050 and 155255001060 WHEREAS, the applicant owns the above captioned parcel in the Spaeth Industrial Park; and WHEREAS, the applicant has submitted a request to plat each parcel into two separate parcels, and develop it with said separate ownership under the requirements of the PUD District; and WHEREAS, the applicant proposes to develop the property for industrial uses, and no changes to development design or common operations would change; and WHEREAS, the site is guided for industrial uses under the label "General Industrial" in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to industrial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-030 4. The PUD flexibility for the project, including parcels without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. 5. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. 6. Review and Approval by City Engineer, Building Official, and Fire Officials. 7. Other conditions of City staff and officials. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. : ATTEST: 2 MONTICELLO PLANNING COMMISSION Paul Konsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-030 Angela Schumann, Community Development Director Consideration of a Preliminary and Final Plat for Spaeth Second Addition and an Amendment to PUD for Spaeth Industrial Park Planned Unit Development Created by: City of Monticello Page 1 of 3 04/04/2022 Ken Spaeth 108 Meadowlark Rd. Se. St. Michael, MN 55376 612-889-3100 Project Narrative Spaeth Industrial Park Third Addition We are submitting application and associated items requesting the following: 1) Re -plat existing 2 lots (Lots 5 and 6) into 5 lots. 2) Amendment to Spaeth Industrial Park PUD Previously Approved 3) Approve of Amended Declarations to accommodate re -plat 4) Approval of Grant of Easement to accommodate existing water service. 5) Vacation Petition of Easement to modify d&u easement Replat of current Lots 5 and 6: Application is submitted for re -plat of 2 existing lots identified as Lots 5 and 6, Block 1, Spaeth Industrial Park. The re -plat would subdivide the existing Lot 5 into 3 lots, and existing Lot 6 into 2 lots. The re -plat name proposed is Spaeth Industrial Park Third Addition. Preliminary Plat and Final Plat drawings are included as part of the submittal. The purpose of the original Spaeth Industrial Park project was to provide individuals or small companies with a land option where they can own or lease a building that makes it affordable for their business. The goal is to provide a cost- effective option that they can have ownership while keeping their payments to $300 - $4,000 per month. The original project proposed 8 small lots with separate buildings, one on each lot. The small lots allow construction of a 4,000- 6000 sq. ft. building on each lot. Buildings have been constructed on both existing Lots 5 and 6. The architectural building plans include party -walls to accommodate multi -tenant occupancy of up to 3 users in each building. Each tenant space in a building has separate access doors from the exterior. The building on existing Lot 5 will be constructed with 2 party walls that divide the building into thirds. The building on existing Lot 6 will be constructed with 1 party wall that will divide the building in half. Project Narrative Page 2 of 3 Spaeth Industrial Park Third Addition 04/04/2022 Potential buyers have requested the ability to purchase, as an owner/occupant, the individual tenant spaces. In order to accommodate this request, re -plat is needed that will establish common lot lines through the building on the party walls. The re -plat only affects existing Lots 5 and 6. No changes are proposed to other lots. No changes are proposed to existing site improvements and infrasture. Amendment to Spaeth Industrial Park PUD Previously Approved: Similar approvals were requested in 2021 with the re -plat of original Lot 8. Approvals of Resolution 2021-24 and adoption of Ordinance No. 757 dated March 22nd, 2021 included an Amendment to the Spaeth Industrial Park PUD that allows for subdivision of other lots within the Spaeth Industrial Park project. No changes are proposed to the PUD conditions regarding intended uses, landscaping, parking, or site plan beyond the proposed plat and lot lines. Approve of Amended Declarations: Recorded Declarations and Covenants are in place for the original 8 lots of the Spaeth Industrial Park plat. In conjunction with the re -plat of Lots 5 and 6, the declarations and covenants need to be modified accordingly. A draft copy of Amended Declarations and Covenants are included as part of the submittal. Approval of Grant of Easement to accommodate existing water service: The existing building was constructed with a single water service line and shut- off exterior of the building. The single water service line was extended into the center of each building. Existing plumbing interior of the building separates the water service with separate meters, shut-off valves, and piping that then extend to the tenant spaces appropriately. An easement is proposed in favor of the City to allow the following: a) Access to water meters and shut-off valves b) Hold harmless benefiting City from water shut-off claims if exterior single line shut-off is necessary A draft copy of Grant of Easement is included as part of the submittal. Project Narrative Page 3 of 3 Spaeth Industrial Park Third Addition 04/04/2022 Vacation Petition of Easement to modify Mu easement: Buildings have been constructed on both existing Lot 5 and Lot 6. In preparation for subdivision re -plat and generation of required survey drawings, survey field located the existing buildings. It was discovered that the existing building on Lot 6 was constructed slightly west (5.5 inches) of the original planned building location. It has not been determined how the error occurred during construction that resulted in the shift of the building. The result of this shift is that the existing building encroaches into an existing drainage and utility easement (d&u easement). The existing d&u easement was established on the Spaeth Industrial Park final plat at 5 ft wide as standard practice adjacent to a lot line. A note on the Preliminary Plat drawing indicates the location of the existing building encroachment into the existing d&u easement. We are proposing to resolve the encroachment issue by vacating existing d&u easements on both existing Lot 5 and Lot 6, and re-establishing new d&u easements with modification to avoid encroachment by the existing building. The modification proposed is to re-establish the d&u easement at 4 ft wide (vs existing 5 ft wide) at the existing building. All other d&u easements would be re- established by the replat (Spaeth Industrial Park Third Addition) with no change in width or location. Li I 77 0 co 0 VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET /At i 94 4 CHELSEA RD. Al CO DUNDAS RD. 2 w -SITE ui hQ LLI Z Q ui Q z I V� O zz O yDO< o < W BLVD n N:\Carlson Projects\22160 - Spaeth Ind Park 3rd\Prof Dwg\22160 COS.dwg D � I EXTERIOR —CORNER BUILDING WALL TRIM DETAIL --- 0 7 FT. NO SCALE k -'--STEEL RIB o BUILDING PERIMETER SHOWN HEREON, m INCLUDING BUILDING SEPARATION DIMENSIONS AND BUILDING TO LOTLINE / DIMENSIONS, ARE TO THE "FLAT" PART OF THE STEEL PANEL, WHICH COINCIDES WITH / THE TREATED WOOD GRADE BOARD BELOW W 0 Cq W 0 9 < n Li C� CERTIFICATE OF SURVEY FOR SPAETH DEVELOPMENT.) LLC DENOTES DRAINAGE AND UTILITY EASEMENTS TO BE VACATED. J DESCRIPTION OF EASEMENTS TO BE VACATED VACATE ALL DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. NOTES: 1. REFER TO PROPOSED PLAT OF SPAETH INDUSTRIAL PARK 3RD ADDITION FOR NEW DRAINAGE AND UTILITY EASEMENTS TO BE DEDI CATED. 2. THE PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF THE EXISTING BUILDINGS AND DRAINAGE AND UTILITY EASEMENTS, FOR AN EASEMENT VACATION PETITION. OTHER FEATURES AND IMPROVEMENTS EXIST BUT ARE NOT SHOWN ON THIS DRAWING. 0 20 40 60 GRAPHIC SCALE IN FEET • DENOTES IRON MONUMENT FOUND (#48664) A DENOTES P.K. NAIL FOUND PROPERTY DESCRIPTION Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. Date 04/18/2022 ' Abram A. Niemela License No. 48664 Li <I J I I Y a CL J a N 0 z cn � 0 O O o Cq CO Co pco I Ld 0 J U_ 0 W z J ILAND Senn ices SPAETH INDUSTRIAL PARK DRAFT FOR CITY SUBMITTAL - REVISED 04Z 1 N 88036'42" E -----299.91 ---- 6. MOO 10.00 41.82 59.24 o 108.18 o CATCH BASIN AT LOT CORNER-' I --DRAINAGE AND UTILITY EASEMENT ---- 1 I 15 4.5 I I ------- 34--------� 1 I I I 1 I I -7 \ �\ p w I I W Q� I W I I \ WVWi I o 0 l oaI �J c o ^ \ Qw I SNI \J M ,6 Z r7 N .J ¢~1 O 1 J o 11 I I I I 1 I I BLOCKS 1 5 4.5 T I I I --------DRAINAGE AND 1 0 1 --- UTILITY EASEMENT----- CATCH BASIN AT LOT CORNER -1 0 59.24 108.18 41.82 ` 10.00 7 10.00 ----299.86---- S 88036'42" W \<\ �J. NOTE. DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. , RECORDED AS DOC. NO. BEARING ORIENTATION: THE WEST LINE OF LOT 5, BLOCK 1, SPAETH INDUSTRIAL PARK IS ASSUMED TO BEAR N 01 23'18" W. 0 20 40 60 GRAPHIC SCALE IN FEET 1 INCH = 20 FEET • DENOTES IRON MONUMENT FOUND (#48664) DENOTES P.K. NAIL SET A DENOTES P.K. NAIL FOUND 3RD 8,/2022 ADDITION A � �i KNOW ALL PERSONS BY THESE PRESENTS: That Spaeth Development, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: l Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. L Has caused the some to be surveyed and platted as SPAETH INDUSTRIAL PARK 3RD ADDITION and does hereby dedicate to the public for public use the drainage and utility easement as created by this plat. N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S 90.67 DUNDAS RD. Name Printed ui Z --SITE w /7 1 LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of 7- ----- 29.0----- boundary survey; that all mathematical data and labels — J on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 I ^i Abram A. Niemela, Licensed Land Surveyor Q 1 I w B�uD LL Zw �� Q W / X I LLJ W 1 I 1 1 1 W I C - 1 1 _ Cq O r-------29.0----- co I .- o � � J I I J � N — o � - - `-DRAINAGE AND C UTILITY EASEMENT--) _ I 0 1 1 N � ---- 90.62----- --�'-- 60.00 N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S co DUNDAS RD. Name Printed ui Z --SITE w /7 n LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of W > plat is a correct representation of the boundary survey; that all mathematical data and labels Z on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 � Abram A. Niemela, Licensed Land Surveyor Q w B�uD LL X In witness whereof said Spaeth Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Spaeth Development, LLC STATE OF MINNESOTA r\ennern a. -)poern, rresiaenr COUNTY OF This instrument was acknowledged before me this day of 20 by Kenneth J. Spaeth, President of Spaeth Development, LLC, a Minnesota limited liability company, on behalf of the company. STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder (5ignature) Name Printed Notary Public, County, Minnesota My Commission Expires I, Abram A. Niemela, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Abram A. Niemela, Licensed Land Surveyor Minnesota License No. 48664 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder r -I ITI I ) r- 1 n /� III i I VI VI \ L_ L,L_L_/ II I II � I -II I ID 155-255-001030 SPAETH DEVELOPMENT LLC. III I INDUSTRIAL DISTRICT 1-2 PUD II � -II � III I a I I ° FF_ . �. ... III I - - ---- I I � I I I �\ I JJ --------------------I L------ -- ----------------- N88036'42"E 299.91 41.82 r-1 ITI I L) r- I 1-1 I V I lJI \L_ L�L_LJ\7 ID 155-255-001040 i II SPAETH DEVELOPMENT LLC. INDUSTRIAL DISTRICT 1-2 PUD i II II EXISTING BUILDING CONFLICTS WITH - ... EXISTING D&�U EASEMENT, 0.31 FT (3.72 INCHES) OVERLAP; REQUEST EXISTING D&U EASEMENT VACATION AND RE-ESTABLISH AT 4.50 FT WIDTH TO AVOID CONFLICT 108.18 Z " a FUTURE Tr TSIDEWALK 7777777 5 BUILDING E SUITE 1 4,640 SF . . . .. °G .. ..I_ 36.5 5.0 w W DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: El�.U\ W 00 o W I N I00 <1 L. L _( N 0 / I 0 N 11I _ � U- 0 3,488 S F coo 0 o C to l/) 10 Io II 8,057 SF = 0.19 ACRES F- 52 C� = 0.28 ACRES 11 ® III II A: , Q -J I II II IIIFT 36.0 -II I , , _ �> U y q,° I ® III I 1n C� 1 P I I II I I II I II I � to � II � N co C� I I I I N °.FUTURE d.. e w � w a / I a � a) CONCRETE m o I s I III II I z o 3 � " _ O � z .coo a, 00 a W a co Q Z " a FUTURE Tr TSIDEWALK 7777777 5 BUILDING E SUITE 1 4,640 SF . . . .. °G .. ..I_ 36.5 5.0 w W DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: El�.U\ W 00 M W I N I00 <1 L. L _( N 0 I, 0 N 11I ZD 04 0 0 0 I z Z I ® III I F' III i 14,712 SF I ® 36.0 \ I ' . ' ..q FUTURE CONCRETE L ------- L -------- O�_, 59.24 90.67 I I I FUTURE -, CURB & I I GUTTER I II ,.. III 4. e.... d. 54.5 4.5 BUILDING E t o IV BUILDING F N SUITE 2 I N I SUITE 1 2,336 SF 0 I 3,488 SF 00 100 I to to LLOC I� I 2 I 5.0 3 5,687 SF / 4.5 89057 SF d a: I II J II ---------- TURE - I II a EW L 35 9 II I • I w III I cV I II _ I I_ -- N W DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: El�.U\ r\/ L1_ M W I N EXISTING MANHOLE I 0 SUITE 2 0 N 11I _ � U- 0 3,488 S F coo 0 o fir\ to l/) 10 Io II 8,057 SF = 0.19 ACRES F- 52 C� = 0.28 ACRES 11 5 J II II I • I w III I cV I II _ I I_ -- N _ EX. 8" SAN1.4 PVC y� I w .4 _T ® EXISTING DRAINAGE<` & UTILITY > EX. 12"41:82SCH. 40 EASEMENT 59,L4 \ �� 190.62 108.181 40- S88°36'42"W 299.86 (- 0- - II EX. 8" M ®Z I w N ♦II EX. 8' I WM PVC I N PVCI I I N uj II II, rJ, II----------- -----�-----------I 5' S'� , a dEX. CONCRETE:. II _ E . CO CRETE d . / I I d �) I w I I II � �✓ III II II II ,: r III II F; i "I I l I I i G,) ,,, ov �; 11------- 0 0� I I I I 0 t I �� v I I I Z I I II II I r-\/ '� 1 /� /� !r; _ I m a II L_/\. L�L_LJ\7 \7 r \/ �I r�/� I I II II II L-_/\. L.L_L-\� ri I o II � II II I ID 155-255-001070 I II . z�wll II II I SPAETH DEVELOPMENT LLC. 5' 5' ID 155-262-001020 ID 155-262-001030 I w ID 155-262-001010 II N?NII II II 1 INDUSTRIAL DISTRICT 1-2 PUD INDUSTRIAL DISTRICT 1-2 PUD INDUSTRIAL DISTRICT 1-� .pUD INDUSTRIAL DISTRICT 1-2 PUD ly w�<11 wll I� I II I I e a I ''�---I-I a a. EX. SIDEWAL�I�" EX_SIDE-WALKLu . -\ I1 --EX. CURB & GUTTER � =Of N I \\ 1 I W I5 S I---------/ ` -------- -----JI ---J �i - - - - - - - - - - _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - I F- (n '--EX. CURB & GUTTER Na- 1 x0- I X U 1 W IY J W tY I1 C f ` 1 `. \-= EXISTING DRAINAGE & UTILITY EASEMENT ^_T_ A A IA /A Tr_ -E) A h A N I A/ r_ -A AF__N IT � A I 1 ; I II V\7 I LJ \IVI VV/-\ I L_ \ IVI/-\I \4 L_IVIL_I \1 I L�/-\.�I1 V I SPRINKLER HEAD J O I f I - L - - - - - - - 41.50 36.00 72.30_ Y ` „�1V///•�\�'`� � i � -�-10' EX. UTILITY--�; �7 _ _ T I 0 ---EX. ; EASEMENT -EX. CHAINLINK FENCE SHED <j EXISTING BOUNDARY DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: PROPOSED LOTLINE & 155-255-001060 L1_ BUILDING F W I II I; EXISTING MANHOLE I O SUITE 2 0 I 11I _ � U- O 3,488 S F coo F SUITE 1 o fir\ EXISTING CURB AND GUTTER l/) 0 J U J I II 8,057 SF = 0.19 ACRES F- 12,327 SF = 0.28 ACRES 11 0 II Q -J I II II X w I I _ YJ _ �> U y q,° 0 O 1n C� 1 P 12,327 SF o 6 0a I II I II I � to � � 0 C� 35.9 I °.FUTURE d.. e w � w 0 / I a � a) CONCRETE m o � G �� aL4i 3 a� ° � " _ O �e�� I X .coo a, _ EX. 8" SAN1.4 PVC y� I w .4 _T ® EXISTING DRAINAGE<` & UTILITY > EX. 12"41:82SCH. 40 EASEMENT 59,L4 \ �� 190.62 108.181 40- S88°36'42"W 299.86 (- 0- - II EX. 8" M ®Z I w N ♦II EX. 8' I WM PVC I N PVCI I I N uj II II, rJ, II----------- -----�-----------I 5' S'� , a dEX. CONCRETE:. II _ E . 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CURB & GUTTER Na- 1 x0- I X U 1 W IY J W tY I1 C f ` 1 `. \-= EXISTING DRAINAGE & UTILITY EASEMENT ^_T_ A A IA /A Tr_ -E) A h A N I A/ r_ -A AF__N IT � A I 1 ; I II V\7 I LJ \IVI VV/-\ I L_ \ IVI/-\I \4 L_IVIL_I \1 I L�/-\.�I1 V I SPRINKLER HEAD J O I f I - L - - - - - - - 41.50 36.00 72.30_ Y ` „�1V///•�\�'`� � i � -�-10' EX. UTILITY--�; �7 _ _ T I 0 ---EX. ; EASEMENT -EX. CHAINLINK FENCE SHED <j ----EX. CHAINLINK FENCE II --EX. LANDSCAPING I. J _ _-- --------N 89014'C 1899.5 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND: EXISTING BOUNDARY DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: PROPOSED LOTLINE & 155-255-001060 L1_ EXISTING DRAINAGE AND UTILITY EASEMENT W EXISTING STORM WATER MANAGEMENT BASIN -J EXISTING MANHOLE ® EXISTING CATCH BASIN <j EXISTING FLARED END SECTION 20,400 SF EXISTING RIP -RAP _ � U- N I SPAETH INDUSTRIAL fir\ F SUITE 1 o fir\ EXISTING CURB AND GUTTER l/) 0 J U J = 0.13 ACRES LOT 3 BLOCK 1: 8,057 SF = 0.19 ACRES F- 12,327 SF = 0.28 ACRES o ° V Q -J LO I) G� to W _ YJ _ �> U y q,° 0 O 1n C� 1 P C� o 6 0a � I � to � � � C� ----EX. CHAINLINK FENCE II --EX. LANDSCAPING I. J _ _-- --------N 89014'C 1899.5 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND: SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM PROJECT LOCATION PART OF THE SWj AND NEJ, SECTION 14 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 5 & 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. SITE DATA: EXISTING ZONING: EXISTING BOUNDARY DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: PROPOSED LOTLINE & 155-255-001060 - - - - - - EXISTING DRAINAGE AND UTILITY EASEMENT W EXISTING STORM WATER MANAGEMENT BASIN ® EXISTING MANHOLE ® EXISTING CATCH BASIN A EXISTING FLARED END SECTION 20,400 SF EXISTING RIP -RAP PROPOSED SUBDIVISION LOT AREAS: EXISTING CONCRETE SPAETH INDUSTRIAL PARK 3RD ADDITION F SUITE 1 LOT 1 BLOCK 1: 14,712 SF EXISTING CURB AND GUTTER LOT 2 BLOCK 1: SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM PROJECT LOCATION PART OF THE SWj AND NEJ, SECTION 14 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 5 & 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. SITE DATA: EXISTING ZONING: INDUSTRIAL DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: 155-255-001050 & 155-255-001060 EXISTING LOT AREAS: a W SPAETH INDUSTRIAL PARK (ON LOT 5 BLOCK 1: 20,384 SF = 0.46 ACRES LOT 6 BLOCK 1: 20,400 SF = 0.47 ACRES PROPOSED SUBDIVISION LOT AREAS: = 2,336 SPAETH INDUSTRIAL PARK 3RD ADDITION F SUITE 1 LOT 1 BLOCK 1: 14,712 SF = 0.34 ACRES LOT 2 BLOCK 1: 5,687 SF = 0.13 ACRES LOT 3 BLOCK 1: 8,057 SF = 0.19 ACRES LOT 4 BLOCK 1: 12,327 SF = 0.28 ACRES EXISTING BUILDING AREAS: SPAETH INDUSTRIAL PARK BUILDING ON LOT 5; 64 x 109 = 6,976 SF BUILDING ON LOT 6; 64 x 109 = 6,976 SF PROPOSED SUBDIVIDED BUILDING AREAS: �W Q SPAETH INDUSTRIAL �ft PARK 3RD ADDITION a W BUILDING E SUITE 1 (ON LOT 1); 64 x 72.5 = 4,640 SF BUILDING E SUITE 2 (ON LOT 2); 64 x 36.5 = 2,336 SF BUILDING F SUITE 1 (ON LOT 3); 64 x 54.5 = 3,488 SF BUILDING F SUITE 2 (ON LOT 4); 64 x 54.5 = 3,488 SF CLIENT: SPAETH DEVELOPMENT LLC. 108 Meadowlark Road SE St Michael, Mn 55376 Ken Spaeth spaethmasonry@gmail.com 612-889-3100 Jz Q� �W Q CC �ft o CC a W W C m O m Q Q oQ I Cl ?O �m W 2 c+ri o •`-' C a FILE NO. 00864 I Lo O O h W W V I O CO LO O W J U N 00L m m O m Q Q I 'q)V N 0 NO) c 0 N ° .G Q Q V FILE NO. 00864 I Lo O O h W V I O CO LO O ° V LO I) v A co 0 x ai 0 0� l m co y q,° W 1n O�� 1 P h o 6 0a � I � to � � � Ln I � w 0 � a) m o �� aL4i 3 a� ° " Q .coo a, a W a W J U N O m m O m Q Q Q Q Q Q V FILE NO. 00864 1 /1 Preliminary Plat SECOND AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) SPAETH INDUSTRIAL PARK 3RD ADDITION THIS SECOND AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT ("Amendment") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and SPAETH DEVELOPMENT, LLC, a Minnesota Limited Liability Company (the "Developer"). RECITALS A. The City and Developer previously entered into a Development Contract and Planned Unit Development agreement dated May 28, 2019 and recorded July 9, 2019 as Wright County Document No. A 13 99 811 ("Development Contract") for the development of the Spaeth Industrial Park plat. B. The City and Developer previously entered into a First Amendment to Development Contract and Planned Unit Development agreement dated March 22, 2021 and 1 221655v2 recorded March 31, 2021 as Wright County Document No. A1464719 ("First Amendment") for the development of the Spaeth Industrial Park 2"d Addition plat. The First Amendment replatted Lot 8, Block 1, Spaeth Industrial Park into Lots 1, 2, and 3, Block 1, Spaeth Industrial Park 2'd Addition. (Collectively the "Development Contract" and the "Frist Amendment" shall be referred to herein as the "Original Contract".) C. The Developer owns property legally described as Lots 5 and 6, Block 1, Spaeth Industrial Park, Wright County, Minnesota. D. The Developer has requested an amendment to the Original Contract to replat Lots 5 and 6, Block 1, Spaeth Industrial Park into Lots 1, 2, 3, 4, and 5, Block 1, Spaeth Industrial Park 3rd Addition ("Property") E. Pursuant to Zoning Ordinance No. 757, Spaeth Industrial Park PUD, the Developer is requesting that the City approve an amendment to the Original Contract to facilitate the further subdivision portions of the Development. F. Pursuant to the Development Contract, the parties are required to enter into an amendment of the Development Contract for final plat changes or amendments to the Planned Unit Development. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, the parties agree as follows: 1. The City hereby grants approval to the Developer's request for an amendment to the Development Contract for replatting Lots 5 and 6, Block 1, Spaeth Industrial Park into Lots 1, 2, 3, 4, and 5, Block 1, Spaeth Industrial Park 3Yd Addition, subject to the implementation of the recommendations adopted in Resolution No. the conditions in Exhibit Z of the staff report dated 221655v2 on , 2022 and subject to 2 2. The City hereby grants approval to the Developer subject to successive owners of the Property complying with all the terms, covenants, conditions and requirements in the Development Contract and amendments. 3. Except as otherwise specifically amended herein, the Development Contract shall remain in full force and effect. This Amendment shall be binding on the parties, their heirs, successors and assigns and shall be recorded against the Property in the office of the Wright County Recorder as promptly as possible after it has been executed by the parties. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed this day of , 2022. CITY OF MONTICELLO an (SEAL) K STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 20225 by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 3 221655v2 DEVELOPER: SPAETH DEVELOPMENT, LLC Kenneth Spaeth, Its President STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022, by Kenneth J. Spaeth, the President of Spaeth Development, LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 4 221655v2 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT SHERBURNE STATE BANK, which holds a Mortgage and Assignment of Rents on the subject property, the development of which is governed by the foregoing Development Contract, which Mortgage is dated June 24, 2019 and recorded June 25, 2019 with the Wright County Recorder as document number A1398662; and which Assignment of Rents is dated June 24, 2019 and recorded June 25, 2019 with the Wright County Recorder as document number A1398663, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its Mortgage and/or Assignment of Rents. Dated this day of , 2022. SHERBURNE STATE BANK a STATE OF MINNESOTA ) (SS. COUNTY OF ) Its [name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by the of Sherburne State Bank, a , on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 213996v2 City Council Agenda: 5/23/2022 2K. Consideration of adopting Resolution 2022-59 approving a modification of TIF Plan budget for TIF District No. 1-42 to reflect updated land valuation per completed appraisal report Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 05/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-59 approving a modification of the TIF Plan for TIF District No. 1-42 revising the sources and uses budget to reflect accurate land valuation as per a completed appraisal report. PREVIOUS BOARD ACTION: February 14, 2022: City Council adopted resolution establishing TIF District 1-42. February 23, 2022: EDA approved TIF District 1-42. REFERENCE AND BACKGROUND The City Council is being asked to modify the TIF Plan for TIF District No. 1-42 to reflect the land valuation of $180,697 as determined in a completed appraisal report. TIF 1-42 was recently established by the City Council as an Affordable Housing TIF District in support of Headwaters Development's multi -family senior (age 55 +) apartment proposal. Headwaters Development has proposed its 108 -unit apartment development at an EDA owned, 16.71 -acre parcel along 7t" Street West. To guide appropriate land sale discussions with Headwaters Development, the EDA attorney recommended that a land appraisal be completed. The EDA then contracted with a real estate appraiser, Nagell Appraisal, Incorporated, Plymouth, MN, to complete a valuation report. The vacant land appraisal report was finalized and provided to the EDA in late February 2022, too late to be used in the original TIF Plan approved by the City and the EDA. The original TIF Plan budget used an estimate of the land value, $384,760. Since the completed appraisal report contained a land value with a significant variance from the original estimate, a TIF Plan budget modification is required to present a more accurate summary of the sources and uses of funds. The budget modification does not alter the TIF Plan activities, increment City Council Agenda: 5/23/2022 projections nor impact the developer nor alter the proposed development in any manner. A summary of the proposed budget modification is included as Exhibit B. (Attachment 1). Budget Impact: The budget impact from the TIF Plan budget modification is fairly modest. The incurred legal costs will be covered through the developer funded TIF Escrow account. II. Staff Workload Impact: The staff workload related to processing the approval of the proposed TIF Plan budget modification is minimal. The EDA attorney and Northland Securities staff as well as the Economic Development manager and Community Development Director have time allocated to the budget modification 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 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. As an actively developing community, Monticello 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 City staff recommends adoption of Resolution 2022 -XXX approving the TIF Plan budget modification. The budget modification is required because the variance in the land valuation in the appraisal report versus the estimated amount in the original TIF Plan exceeded the allowed adjustment threshold. The TIF Plan budget modification is solely limited to the "sources and uses" component of the TIF Plan. It does not impact the Plan activities, the developer or its proposal in any other manner. SUPPORTING DATA A. Resolution No. 2022-59 B. Attachment 1— Sources and Uses of Funds Budget Modification TIF Plan 1-42 C. Original Adopted TIF Plan TIF District No. 1-42 CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-59 RESOLUTION APPROVING A MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-42 WHEREAS, on February 23, 2022, the City of Monticello Economic Development Authority (the "Authority") approved a Tax Increment Financing Plan (the "TIF Plan") for Tax Increment Financing District No. 1-42 (Headwaters Apartment Project) (the "TIF District") located within the Central Monticello Redevelopment Project Area No. 1 (the "Redevelopment Project"), pursuant to Minnesota Statutes, Minnesota Statutes, Sections 469.001 to 469.047, Sections 469.090 to 469.1081, as amended, and Sections 469.174 to 469.1794, as amended (collectively, the "Act"), and on February 14, 2022, the City of Monticello, Minnesota (the "City") approved the establishment of the TIF District; and WHEREAS, the City and Authority have determined a need to modify the TIF Plan in order to amend the budget contained therein as reflected in that certain document provided in Exhibit A attached hereto and labeled "Modification of the Tax Increment Financing Plan for Tax Increment Financing District No. 1-42 within the Central Monticello Redevelopment Project No. 1" (the "Amendment"); and WHEREAS, the Amendment is consistent with the redevelopment plan for the Redevelopment Project; and WHEREAS, pursuant to Section 469.175, subd. 4(b) of the Act, a tax increment financing plan may be modified without public hearing or the findings required to be made for the original tax increment financing plan if the modification does not include (i) any reduction or enlargement of the geographic area of the project or tax increment financing district; (ii) an increase in the amount of bonded indebtedness; (iii) a determination to capitalize interest on debt if that determination was not a part of the original plan; (iv) an increase in the portion of the captured net tax capacity to be retained by the City; (v) an increase in the estimated cost of the project, including administrative expenses, to be paid or financed with tax increment from the district; or (vi) the designation of additional property to be acquired by the authority; and WHEREAS, the Amendment revises the budget for the TIF District to increase the amount budgeted for the construction of affordable housing and to decrease the amount budgeted for land acquisition but does not increase the total estimated cost of the project or the total amount of bonded indebtedness. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: 1. The Amendment is hereby approved in substantially the form on file in City Hall and attached hereto as Exhibit A. 2. Upon approval of the Amendment by the Authority, Authority staff is authorized to forward a copy of the TIF Plan as modified by the Amendment (the "Modified TIF Plan") to the Department of Revenue and the State Auditor pursuant to Minnesota Statutes 469.175, subd.4(a). The City Clerk is authorized and directed to forward a copy of the Modified TIF Plan to Wright County. Adopted by the City Council of Monticello on May 23, 2022. Mayor ATTEST: City Clerk 2 MN190\170\789819.v1 EXHIBIT A ATTACHMENT 1 MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-42 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO.1 I. Background The Tax Increment Financing Plan for Tax Increment Financing District No. 1-42 (the "TIF District") within Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") was originally approved by the City of Monticello (the "City") on February 14, 2022 (Resolution No. 2022-14), and by the Monticello Economic Development Authority (the "Authority") on February 23, 2022 (Resolution No. 2022-03); The City and the Authority have determined a need to modify the TIF Plan in order to amend the estimated sources and uses of funds; Nothing in this modification is intended to modify or supersede or alter the activities described in the original Redevelopment Program for Central Monticello Redevelopment Project No. 1. The TIF Plan remains in full force and effect and is not modified except as described in this modification document. II. TIF Plan Modification to TIF District No. 1-42 The following sections of the TIF Plan for TIF District No. 1-42 are modified as shown: Subsection 2.04.3 Estimated Sources and Uses of Funds. Replaced in its entirety to read as follows: 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. MN190\170\789819.v1 Figure 2-1 Estimated Sources and Uses of Funds Total Estimated Tax Increment Revenues 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 Revenues) Project costs Land/building acquisition 180,697 Site improvements/preparation costs - Utilities - Other public improvements - Construction of affordable housing 2,946,303 Administrative costs 100,000 Estimated Tax Increment Project Costs 3,227,000 Estimated financing costs Interest expense 1,419,000 Total Estimated Project/ Financing Costs to be Paid from Tax Increment Revenues 4,646,000 Estimated Financing Total amount of bonds to be issued 4,646,000 4 MN190\170\789819.v1 ATTACHMENT 1 MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-42 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO.1 I. Background The Tax Increment Financing Plan for Tax Increment Financing District No. 1-42 (the "TIF District") within Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") was originally approved by the City of Monticello (the "City") on February 14, 2022 (Resolution No. 2022- 14), and by the Monticello Economic Development Authority (the "Authority") on February 23, 2022 (Resolution No. 2022-03); The City and the Authority have determined a need to modify the TIF Plan in order to amend the estimated sources and uses of funds; Nothing in this modification is intended to modify or supersede or alter the activities described in the original Redevelopment Program for Central Monticello Redevelopment Project No. 1. The TIF Plan remains in full force and effect and is not modified except as described in this modification document. II. TIF Plan Modification to TIF District No. 1-42 The following sections of the TIF Plan for TIF District No. 1-42 are modified as shown: Subsection 2.04.3 Estimated Sources and Uses of Funds. Replaced in its entirety to read as follows: 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 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 Revenues) Project costs Land/building acquisition 180,697 Site improvements/preparation costs - Utilities - Other public improvements - Construction of affordable housing 2,946,303 Administrative costs 100,000 Estimated Tax Increment Project Costs 3,227,000 Estimated financing costs Interest expense 1,419,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment Revenues 4,646,000 Estimated Financing Total amount of bonds to be issued 2 4,646,000 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: FEBRUARY 14, 2022 PLAN APPROVED BY EDA DATE: FEBRUARY 23, 2022 PLAN APPROVED BY CITY COUNCIL DATE: FEBRUARY 14, 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. ADOPTED 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. ADOPTED 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 ADOPTED 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. ADOPTED 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 ADOPTED 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 ADOPTED 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 ADOPTED 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. ADOPTED 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. ADOPTED 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 ADOPTED 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%. ADOPTED 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. ADOPTED 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. ADOPTED 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. ADOPTED FEBRUARY 14, 2022 12 V) -4 - U a--+ V) 0 M N c1 LL N O Q O i 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. 1 TIF District is inclusive of parcels within the TIF District and the adjacent roads and right of way ADOPTED FEBRUARY 14, 2022 13 Sa TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 EXHIBIT VI Boundaries of Central Monticello Redevelopment Project No. I ADOPTED FEBRUARY 14, 2022 14 City Council Agenda: 5/23/2022 2L. Consideration of adopting Resolution 2022-60 approving a modification of TIF Plan budget for TIF District No. 1-43 to reflect updated land valuation per completed appraisal report Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 05/23/2022 ® Consent Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-60 approving a modification of the TIF Plan for TIF District No. 1-43 revising the sources and uses budget to reflect accurate land valuation as per a completed appraisal report. PREVIOUS BOARD ACTION: February 14, 2022: City Council adopted resolution establishing TIF District 1-43. February 23, 2022: EDA approved TIF District 1-43. REFERENCE AND BACKGROUND The City Council is being asked to modify the TIF Plan for TIF District No. 1-43 to reflect the land valuation of $789,303 as determined in a completed appraisal report. TIF 1-43 was recently established by the City Council as an Affordable Housing TIF District in support of Headwaters Development's senior (age 55 +) twin home villas proposal. Headwaters Development has proposed its 60 -unit villa development at an EDA owned, 16.71 - acre parcel along 7th Street West. To guide appropriate land sale discussions with Headwaters Development, the EDA attorney recommended that a land appraisal be completed. The EDA then contracted with a real estate appraiser, Nagell Appraisal, Incorporated, Plymouth, MN, to complete a valuation report. The vacant land appraisal report was finalized and provided to the EDA in late February 2022, too late to be used in the original TIF Plan approved by the City and the EDA. The original TIF Plan budget used an estimate of the land value, $1,680,670. Since the completed appraisal report contained a land value with a significant variance from the original estimate, a TIF Plan budget modification is required to present a more accurate summary of the sources and uses of funds. The budget modification does not alter the TIF Plan activities, increment projections or impact the developer or alter the proposed development in any City Council Agenda: 5/23/2022 manner. A summary of the proposed budget modification is included as Exhibit B. (Attachment 1). Budget Impact: The budget impact from the TIF Plan budget modification is fairly modest. The incurred legal costs will be covered through the developer funded TIF Escrow account. II. Staff Workload Impact: The staff workload related to processing the approval of the proposed TIF Plan budget modification is minimal. The EDA attorney and Northland Securities staff as well as the Economic Development manager and Community Development Director have time allocated to the budget modification 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 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. As an actively developing community, Monticello 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 City staff recommends adoption of Resolution 2022-60 approving the TIF Plan budget modification. The budget modification is required because the variance in the land valuation in the appraisal report versus the estimated amount in the original TIF Plan exceeded the allowed adjustment threshold. The TIF Plan budget modification is solely limited to the "sources and uses" component of the TIF Plan. It does not impact the Plan activities, the developer or its proposal in any other manner. SUPPORTING DATA A. Resolution No. 2022-60 B. Attachment 1— Sources and Uses of Funds Budget Modification TIF Plan 1-43 C. Original Adopted TIF Plan TIF District No. 1-43 CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-60 RESOLUTION APPROVING A MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-43 WHEREAS, on February 23, 2022, the City of Monticello Economic Development Authority (the "Authority") approved a Tax Increment Financing Plan (the "TIF Plan") for Tax Increment Financing District No. 1-43 (Headwaters Villa Project) (the "TIF District") located within the Central Monticello Redevelopment Project Area No. 1 (the "Redevelopment Project"), pursuant to Minnesota Statutes, Minnesota Statutes, Sections 469.001 to 469.047, Sections 469.090 to 469.1081, as amended, and Sections 469.174 to 469.1794, as amended (collectively, the "Act"), and on February 14, 2022, the City of Monticello, Minnesota (the "City") approved establishment of the TIF District; and WHEREAS, the City and Authority have determined a need to modify the TIF Plan in order to amend the budget contained therein as reflected in that certain document provided in Exhibit A attached hereto and labeled "Modification of the Tax Increment Financing Plan for Tax Increment Financing District No. 1-43 within the Central Monticello Redevelopment Project No. 1" (the "Amendment"); and WHEREAS, the Amendment is consistent with the redevelopment plan for the Redevelopment Project; and WHEREAS, pursuant to Section 469.175, subd. 4(b) of the Act, a tax increment financing plan may be modified without public hearing or the findings required to be made for the original tax increment financing plan if the modification does not include (i) any reduction or enlargement of the geographic area of the project or tax increment financing district; (ii) an increase in the amount of bonded indebtedness; (iii) a determination to capitalize interest on debt if that determination was not a part of the original plan; (iv) an increase in the portion of the captured net tax capacity to be retained by the City; (v) an increase in the estimated cost of the project, including administrative expenses, to be paid or financed with tax increment from the district; or (vi) the designation of additional property to be acquired by the authority; and WHEREAS, the Amendment revises the budget for the TIF District to increase the amount budgeted for the construction of affordable housing and to decrease the amount budgeted for land acquisition but does not increase the total estimated cost of the project or the total amount of bonded indebtedness. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: 1. The Amendment is hereby approved in substantially the form on file in City Hall and attached hereto as Exhibit A. 2. Upon approval of the Amendment by the Authority, Authority staff is authorized to forward a copy of the TIF Plan as modified by the Amendment (the "Modified TIF Plan") to the Department of Revenue and the State Auditor pursuant to Minnesota Statutes 469.175, subd.4(a). The City Clerk is authorized and directed to forward a copy of the Modified TIF Plan to Wright County. Adopted by the City Council of Monticello, Minnesota on May 23, 2022. Mayor ATTEST: City Clerk MN190\163\789925.v1 2 EXHIBIT A ATTACHMENT 1 MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-43 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO.1 I. Background The Tax Increment Financing Plan for Tax Increment Financing District No. 1-43 (the "TIF District") within Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") was originally approved by the City of Monticello (the "City") on February 14, 2022 (Resolution No. 2022-14), and by the Monticello Economic Development Authority (the "Authority") on February 23, 2022 (Resolution No. 2022-03); The City and the Authority have determined a need to modify the TIF Plan in order to amend the estimated sources and uses of funds; Nothing in this modification is intended to modify or supersede or alter the activities described in the original Redevelopment Program for Central Monticello Redevelopment Project No. 1. The TIF Plan remains in full force and effect and is not modified except as described in this modification document. II. TIF Plan Modification to TIF District No. 1-43 The following sections of the TIF Plan for TIF District No. 1-43 are modified as shown: Subsection 2.04.3 Estimated Sources and Uses of Funds. Replaced in its entirety to read as follows: 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. MN190\163\789925.v1 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 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 789,303 Site improvements/preparation costs Utilities - Other public improvements - Construction of affordable housing 2,699,697 Administrative costs 100,000 Estimated Tax Increment Project Costs 3,589,000 Estimated financing costs Interest expense 2,204,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment 5,793,000 Estimated Financing Total amount of bonds to be issued 5,793,000 MN190\163\789925.v1 4 ATTACHMENT 1 MODIFICATION OF THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-43 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO.1 I. Background The Tax Increment Financing Plan for Tax Increment Financing District No. 1-43 (the "TIF District") within Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") was originally approved by the City of Monticello (the "City") on February 14, 2022 (Resolution No. 2022- 14), and by the Monticello Economic Development Authority (the "Authority") on February 23, 2022 (Resolution No. 2022-03); The City and the Authority have determined a need to modify the TIF Plan in order to amend the estimated sources and uses of funds; Nothing in this modification is intended to modify or supersede or alter the activities described in the original Redevelopment Program for Central Monticello Redevelopment Project No. 1. The TIF Plan remains in full force and effect and is not modified except as described in this modification document. II. TIF Plan Modification to TIF District No. 1-43 The following sections of the TIF Plan for TIF District No. 1-43 are modified as shown: Subsection 2.04.3 Estimated Sources and Uses of Funds. Replaced in its entirety to read as follows: 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 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 789,303 Site improvements/preparation costs Utilities - Other public improvements - Construction of affordable housing 2,699,697 Administrative costs 100,000 Estimated Tax Increment Project Costs 3,589,000 Estimated financing costs Interest expense 2,204,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment 5,793,000 Estimated Financing Total amount of bonds to be issued 2 5,793,000 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: FEBRUARY 14, 2022 PLAN APPROVED BY EDA DATE: FEBRUARY 23, 2022 PLAN APPROVED BY CITY COUNCIL DATE: FEBRUARY 14, 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. ADOPTED 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. ADOPTED 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 ADOPTED 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. ADOPTED 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 ADOPTED 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 ADOPTED 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 ADOPTED 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. ADOPTED 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. ADOPTED 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 ADOPTED 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%. ADOPTED 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. ADOPTED 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. ADOPTED 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. ADOPTED FEBRUARY 14, 2022 12 V) -4 - U a--+ V) 0 M N c1 LL N O Q O i 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. 1 TIF District is inclusive of parcels within the TIF District and the adjacent roads and right of way ADOPTED FEBRUARY 14, 2022 13 Sa TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 EXHIBIT VI Boundaries of Central Monticello Redevelopment Project No. I ADOPTED FEBRUARY 14, 2022 14 City Council Agenda: 5/23/2022 2M. Consideration of adopting Resolution 2022-61 endorsing WiHa Tools' submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $660,000 related to a proposed facility expansion Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 05/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-61 endorsing WiHa Tools' submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $660,000 related to a facility expansion proposal. REFERENCE AND BACKGROUND Willi Hahn Corporation, USA, dba WiHa Tools, is a unit of a German -based international manufacturer and distributor of premium hand tools used by contractors. Due to steady continued growth, WiHa Tools has determined that it needs to nearly double its space to meet growing customer demand as its current facilities are inadequate to support the expected growth. To solve the challenges of its space needs, WiHa Tools is proposing to build a new warehouse and assembly facility on a vacant 12 -acre site along 7t" Street East in Monticello. The company plans to start construction of a 70,000 square foot facility in late fall 2022 with a goal of moving into the new building in summer of 2023. It plans to vacate its existing 26,475 square foot building located at 1348 Dundas Circle. As part of the expansion, WiHa is proposing to add 59 new FTE jobs to its current workforce of 64 FTE staff. The 7t" Street East expansion site is large enough to accommodate a second phase project allowing an ultimate sized building of 120,000 +/- square feet. The estimated cost for the first phase of the proposal is $11,800,000 +/-. This total includes nearly $2,000,000 of new equipment. TIF consideration has been initiated (City Council authorized a Call for a TIF District scheduled for June 27, 2022). In addition, City staff have also suggested several other economic development programs as potential financing options and initiated meetings with the State of Minnesota to further discuss the proposal's fit. These include the economic development assistance programs noted below: MN -DEED -Job Creation Fund (JCF) Grant program City Council Agenda: 5/23/2022 MN -DEED - Minnesota Investment Fund (MIF) Program Greater Monticello Enterprise Fund (GMEF) Loan Program Willa Tools is indicating that without financial assistance, it may not be able to complete the project as currently proposed. It is specifically seeking help to write down the land purchase costs, site preparation and grading components. Alternatives for the company would be to continue to operate from its current facility and find additional space to rent, or full relocation. Currently, there are no available large buildings for rent in the City of Monticello. The company's ideal plan is to develop a new building in the City where it has been growing and has access to a stable, reliable workforce. The JCF Grant program is a pay -for -performance incentive program that awards funding to companies undertaking new capital investments and adding new permanent staff. The payments are structured over a 5 -to -6 -year time frame. If funding is awarded to Willa Tools under this program, the grant agreement would be between the State and the Company. The City's role for the JCF application is to vet the overall proposal and endorse the Grant application through resolution. If the grant is awarded to WiHa Tools, 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 developed a scoring system to evaluate the merits of economic development projects. It has been used consistently since 2016. The score includes factors directly related to economic development goals including employment, living wage, total payroll, tax base, and job creation and/or retention. Based on the metrics, the score for the Willa Tools development proposal is 34.5. This is among the highest scores of numerous compared proposals over the past few yea rs. Budget Impact: The budget impact from the JCF Grant Resolution is minimal. II. Staff Workload Impact: The staff workload related to supporting Willa Tools 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 2022-61 endorsing Willa Tools JCF Grant application submittal to MN -DEED in the amount of $660,000. The company is proposing a City Council Agenda: 5/23/2022 nearly $12,000,000 total investment into a brand new 70,000 square foot warehouse and assembly facility with the potential to further expand the building footprint to 120,000 square feet in the future. The JCF Grant will be a key assistance tool allowing the expansion proposal to move forward as desired. SUPPORTING DATA A. Resolution No. 2022-61 B. Proposed Expansion Development Site — 7th Street East CITY OF MONTICELLO CITY COUNCIL RESOLUTION NO. 2022-61 RESOLUTION REGARDING THE SUPPORT OF A JOB CREATION FUND APPLICATION IN CONNECTION WITH WIHA TOOLS WHEREAS, the City of Monticello, Minnesota (the "City"), desires to assist Willa Tools, a manufacturer and distributor of premium hand tools, which is proposing to construct a facility in the City; and, WHEREAS, the City of Monticello understands that WiHa Tools, 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 May 23, 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 WiHa Tools 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: 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. WiHa Tools has indicated that it will construct a new 70,000 square foot assembly and warehouse facility and add 59 new FTE staff to its current workforce. The annual property tax increase from the new addition will be approximately $65,000. 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. WiHa Tools has stated that it will not be able to undertake the construction of the new 70,000 square foot warehouse and assembly facility without financial assistance needed to fill a gap of approximately $1,600,000. 3. Finding that the proposed project conforms to the general plan for the development or redevelopment of the City as a whole. WiHa Tools' proposed new facility is to be located on a site zoned IBC (Industrial Business Campus) 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. WiHa Tools has identified a funding gap and indicates that without assistance it will not be able to move forward with the construction of a new 70,000 square foot facility as desired at the 7th Street East site in Monticello. 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 development of a new WiHa Tools' facility can occur as proposed. ADOPTED this 23rd day of May, 2022, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL By: I Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk T0.1 -I 11hr Bea I fJ n n Wright County, MN Overview Date created: 4/20/2022 Last Data U ploaded: 4/20/2022 10:19:29 AM Developed byLA Schneider w Gf O5PATIAL Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c ❑ t ❑� Parcels City Council Agenda: 05/23/2022 2N. Consideration of Resolution 2022-62 Modifying TIF District 1-22 for Parcel Removals Related to Proposed new Redevelopment TIF District in Block 52 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 5/23/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-62 Approving the Elimination of Parcels from Tax Increment Financing District No. 1-22 within Central Monticello Redevelopment Project No. 1. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution 2022-62 approving modification of TIF District 1-22 (TIF 22) to remove three parcels within the district for administrative purposes. The removal of the parcels is required to allow the proposed establishment of Redevelopment TIF District 1-45 in Block 52 in support of Deephaven Development's vertical mixed use development proposal. A public hearing is scheduled as a subsequent part of this meeting agenda to consider establishing TIF District No. 1-45. Land parcels cannot be in more than one TIF District. The three parcels identified in the resolution were originally included in TIF District 1-22 many years ago when the TIF District was formed as a Redevelopment District. It is reasonable to assume there may have been a redevelopment proposal involving those three parcels which ultimately never came to fruition. The three land parcels to be removed from TIF District 1-22 are: • 155-010-052010 • 155-010-052060 • 155-010-052110 The following are the related impacts to TIF District 1-22. • The only modification proposed to TIF 1-22 is elimination of the identified parcels from the district. • The modification to the boundaries of TIF 1- 22 will not change the classification of the district. TIF 1-22 will remain classified as a redevelopment district. The findings related to classification of the district contained in the original TIF Plan can be reaffirmed with the elimination of the three parcels. City Council Agenda: 05/23/2022 o At the time of the establishment of TIF 1-22 (TIF Plan, adopted March 10, 1997), the City concluded that more than 70% of the area in the district was occupied by buildings, streets, utilities, or other improvements and more than 50% of the buildings, not including outbuildings, were structurally substandard to a degree requiring substantial renovation or clearance. The anticipated decertification date of TIF 1-22 is December 31, 2023. The decertification is anticipated to occur one year earlier than the required decertification date of December 31, 2024. The final maturity date of the one remaining obligation (pay -go TIF note) payable from tax increment from TIF 1-22 is February 1, 2023. • There is a slight possibility that, due to proposed legislation related to the TIF statute, TIF 1- 22 may be decertified at the end of 2022 rather than 2023. I. Staff Workload Impact: Staff involved in the effort to remove the three land parcels from TIF 1-22 include the EDA attorney and the Northland Securities staff as well as the Economic Development Manager and Community Development Director. II. Budget Impact: There will be modest budget impacts due to legal fees required for consultation with the EDA attorney and preparation of the City resolution. These expenses will be coded to the administrative line item of TIF District 1-22. There may also be minor impacts to tax increment collection as noted above. III. Comprehensive Plan Impact: Although not directly related to a specific Monti2040 policy, the proposed action allows the City to support the establishment of Redevelopment TIF District 1-45 to facilitate Block 52 redevelopment proposal by Deephaven Development. STAFF RECOMMENDED ACTION Staff supports Alternative 1. The removal of the parcels and modification to the TIF Plan is required to allow the establishment of Redevelopment TIF District 1-45 to proceed. SUPPORTING DATA • Resolution 2022-62 CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-62 RESOLUTION APPROVING A MODIFICATION TO THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-22 WHEREAS, the City of Monticello (the "City") and the Housing and Redevelopment Authority in and for the City of Monticello (the "HRA") previously established the Central Monticello Redevelopment Project Area No. 1 (the "Redevelopment Project") pursuant to Minnesota Statutes, Sections 469.001 through 469.047, as amended (the "HRA Act"); and WHEREAS, on March 10, 1997, the City and the HRA approved a Tax Increment Financing Plan (the "TIF Plan") for Tax Increment Financing District No. 1-22 (the "TIF District") located within the Redevelopment Project, pursuant to the HRA Act and Minnesota Statutes, Sections 469.174 to 469.1794, as amended (collectively, the "Act"); and WHEREAS, administration of the TIF District was subsequently transferred to the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the following properties, by property identification number, were included in the TIF District: 155-010-052010 155-010-052060 155-010-052110 WHEREAS, the City desires by this resolution to approve a modification to the TIF Plan (the "Modification") to remove the above-described parcels (the "Removed Parcels") from the TIF District, thereby reducing the size of the TIF District; and WHEREAS, because the current net tax capacity of the Removed Parcels equals or exceeds the net tax capacity of Removed Parcels in the TIF District's original net tax capacity, the Modification does not require notice, discussion, a public hearing, or original plan approval findings pursuant to Section 469.175, subd. 4(e)(2)(A) of the Act; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City that: 1. Subject to approval by the Board of Commissioners of the Authority, the Modification is hereby approved. 2. City staff is authorized and directed to notify the Wright County auditor of the reduction of the size of the TIF District pursuant to Section 469.175, subd. 4(e) of the Act. MN190\101\731730.v2 Approved by the City Council of the City of Monticello, Minnesota on May 23, 2022. Mayor ATTEST: City Clerk MN190\101\731730.v2 City Council Agenda: 05/23/2022 3A. Consideration of adopting Resolution 2022-63 vacating the drainage and utility easements as legally described for Spaeth Industrial Park Prepared by: Meeting Date: ❑ Consent Agenda Item Community Development Director 05/23/22 ® Public Hearing Item ❑ Consent Agenda Item Reviewed by: Approved by: Project Engineer, City Clerk City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-63 vacating drainage and utility easement as legally described for the plats of Spaeth Industrial Park, subject to the approval and recording of the proposed plat of Spaeth Industrial Park 3rd Addition. REFERENCE AND BACKGROUND City Council is asked to vacate the drainage and utility easements within Lot 5 and 6, Block 1 of the plat of Spaeth Industrial Park for purposes of replatting of these areas. The replatting is proposed to allow the division of two existing lots into four lots for purposes of sale of four individual building units with surrounding lot area. Drainage and utility easements along the plat perimeter and as required along perimeter lot lines will be re-established within the proposed plat. The proposed areas of vacation are shown on the proposed preliminary plats in gray. The vacation is requested primarily to address a potential encroachment into the 5' interior lot line easement. The City Engineer's office and Community Development Department have reviewed the proposed final plat and have verified that all required public easements for drainage and utility purposes will be re-established with the final plat. Statute requires two weeks between the publication of notices and the public hearing itself. City staff has prepared and sent 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 included within the petitioner's fee and escrow for the petition request. City Council Agenda: 05/23/2022 II. Staff Workload Impact: Workload impact is estimated at approximately 2 hours for review and recommendation on the vacation request and platting. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the subject plat areas for Heavy Industrial development. The proposed development plan and PUD for industrial uses is therefore consistent with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution for vacation of easements, subject to approval and recording of the proposed plat of Spaeth Industrial Park 3rd Addition. SUPPORTING DATA A. Resolution 2022-63 B. Vacation Petition C. Vacation Exhibit D. Proposed Final Plat, Spaeth Industrial Park 3rd Addition CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-63 RESOLUTION VACATING A DRAINAGE AND UTILITY EASEMENT AS LEGALLY DESCRIBED FOR SPAETH INDUSTRIAL PARK WHEREAS, pursuant to Minnesota Statutes Section 412.851, 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, the Monticello City Council has conducted a hearing to consider the vacation of the public easement legally described in the attached Exhibit "A"; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello: 1. The drainage and utility easement legally described in the attached Exhibit A. 2. The City Clerk is directed to file a certified copy of this resolution with the County Auditor and County Recorder. ADOPTED this 23rd day of May, 2022, by the City Council of the City of Monticello. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk EXHIBIT "A" Legal Description of Easement Vacation All the drainage and utility easement as legally described as: 1. LOTS 5 AND 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MONTICELLO, MN DATE: April 15, 2022 TO: City Clerk City of Monticello To Whom it may Concern: Spaeth Development, LLC, fee title property owner of 108 Dundas Road, Buildings E and F, Monticello, MN 55362 petition for the vacation of all existing drainage and utility easements on Lots 5 and 6, Block 1, Spaeth Industrial Park. Legal description: All existing drainage and utility easement across Lots 5 and 6, Block 1, Spaeth Industrial Park, according to the recorded plat thereof, Wright County, Minnesota. Thank You, K Spaeth, Spa h Development, LLC I B II I Tv 1 li � a 1ss-2 m1o4o I, ., P55-255-001030 I i it SPAF'TH l7FV Z WIPN7� f 1 f, I � I i. a M --�---- -- - - - - -- _ __ i. -.. _5 i.. EXISTING BOUNDARY ! k. EC CRETE . vI i -- - EXISTING DRAINAGE AND UTILITY EASEMENT 4� ---- - -- - EXISTING STORM WATER MANAGEMENT BASIN ♦� Y dJ EXISTING MANHOLE I I I I' . C 7 EXISTING RIP -RAP EXISTING CONCRETE EXISTING CURB AND GUTTER Cr < f _ EASEMENT VACATION v I�� I Ire a ' c SURVEY DATA SURVEY INFORMATION PROVIDED BY: I � I 7D 155-255-001,070 IY� 4 0 II I / i i SFAET^i DEVELOPMENT LLC. iNDUS7T?Ai DISTRrCT 1-2 PL'D BUFFALO, MN 55313 ✓ 0 EX DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM 'il, PROJECT LOCATION PART OF THE SWJ AND NEJ, I J 1 I t 15 LOT 5 & 6, BLOCK 1, 1.-------------------------- - WRIGHT COUNTY, MINNESOTA. lr�,r 1 I � I `-EX. CURB & GUTTER J r' f'l/ice TIf. Ili T/1 J` R I -------- t VV I I,A VA v I SPSu`:KL64 FIE4%-' '--EX. CHAINLINK FENCE CLIENT: S PAETH DEVELOPMENT LLC. 108 Meadowlark Road SE St Michael, Mn 55376 Ken Spaeth spasthmasonry@gmail.com 0 20 40 60 612-889-3100 GRAPHIC SCALE IN FEET LANDSCAPING -------1 ----N e9'14'C - - - - - - -1--' less EX. EASEMENT _J—EX- SHED Y a M LEGEND: N A toN Mm j - - - - WLI��o 3e s�q "� z OF VX >W ~O W F- WW W EXISTING BOUNDARY ! m. PROPOSED LOTUNE vI i -- - EXISTING DRAINAGE AND UTILITY EASEMENT 4� ---- - -- - EXISTING STORM WATER MANAGEMENT BASIN 2 Y dJ EXISTING MANHOLE EXISTING CATCH BASIN I Q1 , EXISTING FLARED END SECTION 7 EXISTING RIP -RAP EXISTING CONCRETE EXISTING CURB AND GUTTER Cr < f _ EASEMENT VACATION v I�� I Ire a ' c SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES IY� 4 0 708 1st AVENUE NE C J BUFFALO, MN 55313 DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM j PROJECT LOCATION PART OF THE SWJ AND NEJ, SECTION 14 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIP77ON LOT 5 & 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. lr�,r 1 I � I J r' tom ----EX. 1 CHAIN -INK FENCE LANDSCAPING -------1 ----N e9'14'C - - - - - - -1--' less EX. EASEMENT _J—EX- SHED Y a M os N A toN Mm j a m WLI��o 3e s�q � J q ¢ ale* c� Q p o ^m � Lu 2 z OF VX >W ~O W F- WW W Q o�3 m. 0. vI i �g00 a M os N A toN Mm j cv'� S WLI��o 3e s�q y� U v;p�I 42 o�3 m. 0. V i 4� 2 FILE N0. 00864 -1/1 Easement Vacation Petition Exhibit 00 C0 4� 2 2 Y O Q1 Q1 U FILE N0. 00864 -1/1 Easement Vacation Petition Exhibit Li <I J I I Y a CL J a N 0 z cn � 0 O O o Cq CO Co pco I Ld 0 J U_ 0 W z J ILAND Senn ices SPAETH INDUSTRIAL PARK DRAFT FOR CITY SUBMITTAL - REVISED 04Z 1 N 88036'42" E -----299.91 ---- 6. MOO 10.00 41.82 59.24 o 108.18 o CATCH BASIN AT LOT CORNER-' I --DRAINAGE AND UTILITY EASEMENT ---- 1 I 15 4.5 I I ------- 34--------� 1 I I I 1 I I -7 \ �\ p w I I W Q� I W I I \ WVWi I o 0 l oaI �J c o ^ \ Qw I SNI \J M ,6 Z r7 N .J ¢~1 O 1 J o 11 I I I I 1 I I BLOCKS 1 5 4.5 T I I I --------DRAINAGE AND 1 0 1 --- UTILITY EASEMENT----- CATCH BASIN AT LOT CORNER -1 0 59.24 108.18 41.82 ` 10.00 7 10.00 ----299.86---- S 88036'42" W \<\ �J. NOTE. DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. , RECORDED AS DOC. NO. BEARING ORIENTATION: THE WEST LINE OF LOT 5, BLOCK 1, SPAETH INDUSTRIAL PARK IS ASSUMED TO BEAR N 01 23'18" W. 0 20 40 60 GRAPHIC SCALE IN FEET 1 INCH = 20 FEET • DENOTES IRON MONUMENT FOUND (#48664) DENOTES P.K. NAIL SET A DENOTES P.K. NAIL FOUND 3RD 8,/2022 ADDITION A � �i KNOW ALL PERSONS BY THESE PRESENTS: That Spaeth Development, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: l Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. L Has caused the some to be surveyed and platted as SPAETH INDUSTRIAL PARK 3RD ADDITION and does hereby dedicate to the public for public use the drainage and utility easement as created by this plat. N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S 90.67 DUNDAS RD. Name Printed ui Z --SITE w /7 1 LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of 7- ----- 29.0----- boundary survey; that all mathematical data and labels — J on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 I ^i Abram A. Niemela, Licensed Land Surveyor Q 1 I w B�uD LL Zw �� Q W / X I LLJ W 1 I 1 1 1 W I C - 1 1 _ Cq O r-------29.0----- co I .- o � � J I I J � N — o � - - `-DRAINAGE AND C UTILITY EASEMENT--) _ I 0 1 1 N � ---- 90.62----- --�'-- 60.00 N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S co DUNDAS RD. Name Printed ui Z --SITE w /7 n LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of W > plat is a correct representation of the boundary survey; that all mathematical data and labels Z on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 � Abram A. Niemela, Licensed Land Surveyor Q w B�uD LL X In witness whereof said Spaeth Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Spaeth Development, LLC STATE OF MINNESOTA r\ennern a. -)poern, rresiaenr COUNTY OF This instrument was acknowledged before me this day of 20 by Kenneth J. Spaeth, President of Spaeth Development, LLC, a Minnesota limited liability company, on behalf of the company. STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder (5ignature) Name Printed Notary Public, County, Minnesota My Commission Expires I, Abram A. Niemela, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Abram A. Niemela, Licensed Land Surveyor Minnesota License No. 48664 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder City Council Agenda: 05/23/2022 3B. PUBLIC HEARING - Consideration of adopting Resolution No. 2022-64 authorizing the Establishment of Redevelopment Tax Increment Financing (TIF) District No. 1-45 within the Central Monticello Redevelopment Proiect No. 1, and the adoption of the Tax Increment Financing Plan relating thereto Prepared by: Meeting Date: ❑ Consent Agenda Item Economic Development Manager 05/23/2022 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk Motion to adopt Resolution 2022-64 approving the establishment of Tax Increment Financing District No. 1-45 within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Plan for the TIF District. REFERENCE AND BACKGROUND City Council is asked to consider adopting Resolution No. 2022-64 approving the establishment of Redevelopment Tax Increment Financing (TIF) District No. 1-45, to support Deephaven Development's proposed vertical mixed-use redevelopment in downtown Monticello's Block 52. The City of Monticello Economic Development Authority (EDA) received an application from Deephaven Development for public financial assistance to help with the development of a dynamic mixed-use project consisting of a five story L-shaped building in the eastern half of the block fronting along MN-TH25 and Broadway. Specific building features reveal approximately 30,000 +/- square feet of various sized ground floor commercial and office spaces with excellent visibility from TH25 and Broadway. A 5,500 square foot space on the northeast end of the building is reserved for a restaurant. The plans show the restaurant having an outdoor patio overlooking West Bridge Park. Floors 2 through 5 contain 87 market -rate multi -family units. An underground parking garage with 83 stalls is reserved for the residential tenants. Apartment tenants will also have a bird's eye view of West Bridge Park and the Mississippi River when using the clubhouse, lounge, and rooftop patio located on the 5t" floor. Approximately 80 percent of the residential units will have views of the public parks (East Bridge and West Bridge) and the Mississippi River. The center of the Block will feature courtyard parking for 114 +/- vehicles. City Council Agenda: 05/23/2022 Deephaven-Buchholz estimates the total cost of the development at over $25,000,000 +/-. Various other components such as utility relocates, land acquisition and related costs and associated public infrastructure upgrades are not included in that figure. A rough estimate of the all -in costs, including land acquisition, excavation, utility extensions -relocates, parking structure, new construction, and associated public infrastructure improvements will increase the total to over $31,000,000. The developer is seeking TIF assistance to offset extraordinary development costs including site, excavation and the parking structure costs as well as utility extensions. They are asking the EDA to convey the site to them for $1. The proposed TIF assistance would be structured as a "pay - go" TIF over a 26 -year period with increment payments to Deephaven Development derived solely from the tax increment from a newly established TIF District No. 1-45. Subject to approval of the request for the public financial assistance, the developer plans to commence construction by mid-August 2022 and substantially complete construction by March -April 2024. The developer indicated that its mixed-use proposal is not economically feasible without financial help, and they will not move forward if TIF assistance is not authorized. Redevelopment of Block 52 has been the number one goal for the EDA for several years. The EDA directed that a Small Area Plan (SAP) focusing on the core downtown area be completed to establish guiding development goals and objectives. The SAP was completed and adopted by the EDA and City Council in late 2017. For Block 52, the SAP called for mixed-use redevelopment featuring housing, retail and entertainment as anchoring uses in the Block. The SAP also recommends Block 52 redevelopment proposals embrace and relate to the Mississippi River. It further encourages courtyard parking and enhanced public-private connection features. The Deephaven Development redevelopment proposal aligns with many of those goals. The TIF District boundaries include 13 parcels within Block 52, as well as River, Broadway, Walnut and a portion of Pine Street adjacent to the block. 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 TIF District No. 1-45 Public Hearing is one of the few remaining steps in the entire redevelopment TIF review and approval process that is intended to culminate in early June 2022. A TIF review and approval calendar is attached to this report. Deephaven Development has indicated that they would like to obtain title to the property and begin excavation and construction activities by August 2022. Budget Impact: The budgetary impact related to the City Council to consideration of establishing a Redevelopment TIF District No. 1-45 is modest. The Developer escrow City Council Agenda: 05/23/2022 account is funding the legal fees for various documents along with Northland Securities work analyzing the tax impacts, projected increment flows and drafting the TIF Plan. 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. A rough projection of the number of hours allocated to all steps related to the more complicated and involved redevelopment TIF review and approval process is approximately 165 to 185. 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 belonging. The value statements call for a "Vibrant downtown that embraces the River and provides a focal point for the community." It also notes as a value "A range of attainable housing options in terms of type, cost, and location." Another value is "A diversified and strong local economy competitive at regional, state and national levels." The Deephaven-Buchholz mixed-use redevelopment proposal aligns with all these value statements. STAFF RECOMMENDED ACTION: Staff recommends approving the Redevelopment TIF District No. 1-45 Plan as presented in support of Deephaven Development's Block 52 redevelopment proposal. Deephaven Development's mixed-use proposal aligns with the overall goals and objectives cited in the Comprehensive Plan, Downtown Small Area Plan, and the EDA Workplan. Block 52's core location, existing conditions (a mix of blighted and obsolete buildings), and low property valuations are well documented. With that knowledge, the EDA has focused on Block 52 redevelopment efforts as its primary workplan priority for several years. Deephaven Development's proposal is an opportunity to leverage public-private resources to undertake a significant Block 52 redevelopment which may also act as a catalyst for other potential nearby downtown revitalization efforts. SUPPORTING DATA A. Resolution 2022-64 (Not in packet - to be provided when final draft is complete) B. TIF District No. 1-45 Plan C. Northland Summary TIF Memorandum D. Block 52 Redevelopment Plans E. Small Area Study and Monticello 2040 + Comprehensive Plan F. TIF #1-45 Review and Approval Calendar G. Block 52 TIF District Public Hearing Notice DRAFT AS OF MAY 23, 2022 CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 CITY OF MONTICELLO AND CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY (EDA) PUBLIC HEARING DATE: , 2022 PLAN APPROVED BY CITY COUNCIL DATE: , 2022 PLAN APPROVED BY EDA DATE: , 2022 PLAN CERTIFICATION REQUEST DATE: , 2022 PLAN CERTIFIED DATE: , 2022 I�Ov1 NORTHLAND SECURITIES Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800)851-2920 Member NASD and SIPC Registered with SEC and MSRS TABLE OF CONTENTS ARTICLE I - INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................2 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................3 Section 2.01 Statutory Authority..........................................................................3 Section 2.02 Planned Development.....................................................................3 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 10 2.02.4 Development Activities..............................................................................3 2.02.5 Need for Tax Increment Financing........................................................... 3 Section 2.03 Tax Increment Financing District...................................................4 2.03.1 Designation..................................................................................................4 2.03.2 Boundaries of TIF District..........................................................................4 2.03.3 Type of District............................................................................................4 Section 2.04 Plan for Use of Tax Increment........................................................5 2.04.1 Estimated Tax Increment............................................................................5 2.04.2 Public Development Costs.........................................................................5 2.04.3 Estimated Sources and Uses of Funds ..................................................... 5 Figure2-1......................................................................................................6 2.04.4 Administrative Expense.............................................................................6 2.04.5 County Road Costs..................................................................................... 6 2.04.6 Bonded Indebtedness................................................................................. 7 2.04.7 Election of First Year of Increment and Duration of TIF District ......... 7 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................7 2.04.9 Prior Planned Improvements.................................................................... 8 ARTICLE III - ADMINISTERING THE TIF DISTRICT ..................................................... 8 Section 3.01 Filing and Certification....................................................................8 Section 3.02 Modifications of the Tax Increment Financing Plan....................8 Section 3.03 Four -Year Knockdown Rule...........................................................9 Section 3.04 Pooling and Five -Year Rule.............................................................9 Section 3.05 Financial Reporting and Disclosure Requirements ................... 10 Section 3.06 Business Subsidy Compliance......................................................10 EXHIBITS...........................................................................................................................11 Exhibit I Present Value Analysis..................................................................11 Exhibit II Projected Tax Increment................................................................12 Exhibit III Impact on Other Taxing Jurisdictions..........................................13 Exhibit IV Estimated Tax Increment Over Life of District ..........................14 Exhibit V Map of TIF District.........................................................................15 Exhibit VI Map of Central Monticello Redevelopment Project No. 1........16 Exhibit VII Inspection Report Supporting Findings......................................17 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 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 (Redevelopment) District No. 1-45 to assist with the financing of Public Development Costs for the redevelopment of property in the downtown area of Monticello. The City of Monticello (the "City') and the City of Monticello Economic Development Authority (the "Authority") received an application for financial assistance from Deephaven Development LLC for the construction of a mixed-use five -story building on Block 52 in the City's downtown (the "Development"). The Development includes approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls. 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. 1-45. 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. "County Auditor" means the County Auditor/Treasurer of the County. 6. "Developer" means the party undertaking construction of the Development in the TIF District, which is anticipated to be Deephaven Development LLC, its successors or assigns. 7. "Development" means the construction of mixed-use building with approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls. 8. "Public Development Costs" means the cost of the development activities that will or are expected to occur within the Redevelopment Project or the TIF District. 9. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 10. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 11. "School District" means Independent School District No. 882 (Monticello Public Schools). 12. "State" means the State of Minnesota. 13. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 14. "TIF District" means Tax Increment Financing (Redevelopment) District No. 1-45. 15. "TIF Plan" means the tax increment financing plan for the TIF District (this document). DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 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 Developer proposes the construction of a mixed-use building with approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls.. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the Development 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 plans for the Development have been reviewed by the Planning Commission and the City Council, and conform to current land use controls. 2.02.3 Land Acquisition The Developer plans to acquire the property within the TIF District with assistance from the Authority. The Authority currently owns a portion of the property within the TIF District. 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 the opinion of the City and the Authority, the 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 projected 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. The reasons and facts supporting this finding include the following: • The Development is located in a residential and commercial area of the City that includes parcels that have been found to be occupied by blighted buildings and under-utilized areas which are a detriment to redevelopment by the private sector. Such conditions render properties within the TIF District unsuitable for redevelopment due to the excessive costs involved with redevelopment. It is only through a coordinated and comprehensive redevelopment effort using tax increment revenues to fund certain of these excessive development expenses will cause private redevelopment to occur. • The Development requires public financial assistance to offset the cost of land acquisition, removal of blighted and substandard buildings, utility relocation,constructing parking, DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 and site improvements to allow for the Developer to proceed with construction of the Development within the TIF District. SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.1 Designation This TIF District is designated as Tax Increment Financing (Redevelopment) District No. 1-45. 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District includes the following thirteen (13) parcels, listed by parcel number, and the immediate adjacent roads and right-of-way: • 155010052031 • 155010052060 • 155010052070 • 155010052071 • 155010052090 • 155010052101 • 155010052102 • 155010052110 • 155010052120 • 155010052131 • 155010052132 • 155010052140 • 155010052150 The property is described as follows: Description of the boundaries of the TIF District will be inserted here prior to submitting request for certification of the TIF District to the County Auditor. 2.03.3 Type of District The TIF District is established as a "Redevelopment" district pursuant to Minnesota Statutes Section 469.174, Subd. 10. The City has determined that the property in the TIF District meets the statutory criteria for a redevelopment district. As summarized in the table that follows below, 100% of the area of the TIF District is occupied by improved parcels, and 100% of the buildings within the TIF District are found to be substandard. The parcels within the TIF District contains improvements covering over 15% of the parcel's area. The facts supporting this finding are included in Exhibit V and Exhibit VI. The results of the building inspection and analysis performed by LHB, Inc., are contained in the "Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District as a Redevelopment District" dated March 7, 2022 (the "Report"). See Exhibit V for a copy of the Report. Numberof Parcels...........................................................................................................13 Area Included (square feet)....................................................................................90,342 Area of Improved Parcels (square feet)................................................................90,342 DRAFT AS OF MAY 23, 2022 4 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Percent of Area Improved........................................................................................100% Numberof Buildings........................................................................................................6 Number of Buildings found Substandard.....................................................................6 Percent of Buildings found Substandard...............................................................100% 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 Auditor upon request for certification. The estimated original net tax capacity is $20,009. The combined estimated taxable market of the parcels within the TIF District is $1,600,700. The total tax capacity value of the property after completion of the Development (for taxes payable in 2025) is estimated at $262,011. This amount is based on a total estimated taxable market value of $18,500,000 for the Development upon completion. The difference between the estimated total tax capacity value after completion of the Development and the estimated original net tax capacity value is the captured tax capacity value in the amount of $242,003 for the creation of tax increment. The combined total local tax capacity rates for taxes payable in 2022 is 96.982%. The TIF Plan assumes this rate for purpose of calculating tax increments for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the auditor of the County will certify the original tax rate that will apply to the TIF District. The original 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 duration of the TIF District. Under these assumptions, the estimated annual tax increment in the first year of the TIF District is an estimated $242,003. 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 Development and the changes in property value and state tax policy over the duration of the TIF 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 projected tax increment over the duration of the TIF 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 reimburse the Developer for site improvement costs, to reimburse the Authority for the value of the land conveyed to the Developer for the Development, and to reimburse the Authority for other costs related to the TIF District, including engineering expenses, a structural engineering report, the cost of a hazardous material survey, and other related preliminary expenditures, and to pay annual administrative costs for the TIF District. The Public Development costs to be paid from tax increments, not including financing costs is shown in Figure 2-1 in Section 2.04.3. 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, and other listed sources of revenue from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Public Development Cost items listed in Figure 2-1, so long as the total combined estimated amount, not including financing costs, is not increased. FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 7,134, 686 The estimated not to exceed amount of tax increment revenue planned to pay administrative costs is shown in Figure 2-1. The estimated amount for administrative costs is less than the maximum 10% allowed for administrative expense, pursuant to Section 469.176, subdivision 3 of the TIF Act. Fees to be paid to the State and County are not included in the administrative costs line item in Figure 2-1. Administrative costs may include an annual audit of the fund for the TIF District, preparation of annual reporting, legal publication of an annual report, and administration of the development agreement, among other eligible expenses. 2.04.5 County Road Costs The Development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. DRAFT AS OF MAY 23, 2022 6 Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 6,973,000 Interest and investment earnings 35,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 7,008,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 1,484,100 Site improvements/preparation costs 2,621,758 Utilities - Other public improvements - Administrative costs 163,713 Estimated Tax Increment Project Costs 41269,571 Estimated financing costs Interest expense 2,865,115 Total Estimated Project/Financing Costs to be Paid from Tax Increment 7,134,686 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 7,134, 686 The estimated not to exceed amount of tax increment revenue planned to pay administrative costs is shown in Figure 2-1. The estimated amount for administrative costs is less than the maximum 10% allowed for administrative expense, pursuant to Section 469.176, subdivision 3 of the TIF Act. Fees to be paid to the State and County are not included in the administrative costs line item in Figure 2-1. Administrative costs may include an annual audit of the fund for the TIF District, preparation of annual reporting, legal publication of an annual report, and administration of the development agreement, among other eligible expenses. 2.04.5 County Road Costs The Development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. DRAFT AS OF MAY 23, 2022 6 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 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 increments to reimburse itself for land costs and administrative costs and to reimburse the Developer on a pay -go basis for site improvements. Pursuant to Section 469.178, subdivision 7 of the TIF Act, 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 legally authorized fund to finance qualified expenditures, 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 twenty-five (25) years after the date of receipt of the first tax increment or twenty-six (26) years of tax increment collection. The City and the Authority elect tax year 2025 as the first year of increment for the TIF District. Based on this election, the estimated decertification date is December 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 projected 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 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. DRAFT AS OF MAY 23, 2022 7 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 The City and the Authority anticipate minimal impact of the 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, 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 auditor of the County certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the 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. 3. The Authority shall send the assessor for the County any assessment agreement establishing the minimum market value of land and improvements in the TIF District and shall request that the assessor review and certify the assessment agreement as reasonable. 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 current State Law, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan, including notifications to the respective taxing jurisdictions, and public hearing, among other requirements: ■ Reduction or enlargement in the geographic area of the Redevelopment Project or the TIF District. ■ Increase in the amount of bonded indebtedness to be incurred. ■ Increase in the amount of capitalized interest. ■ Increase in that portion of the captured net tax capacity to be retained by the Authority. ■ Increase in the total estimated Public Development Costs. ■ Designation of additional property to be acquired by the Authority. Other modifications can be made by resolution of the City and 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 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. The Authority must notify the auditor of the County 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. DRAFT AS OF MAY 23, 2022 8 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 SECTION 3.03 FOUR-YEAR KNOCKDOWN RULE The provision of the TIF Act referred to as the Four -Year Knockdown Rule requires development activity to take place on each parcel within the TIF District within four years from the date of certification of the original net tax capacity of the TIF District. If development activity on a parcel has not begun within the required time frame, no additional tax increment may be collected from that parcel and its value must be excluded from the district's original net tax capacity by the auditor of the County. Development activity includes demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located within the TIF District. If no development activity has occurred within four years from the date of certification 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. The Authority must submit to the auditor of the County, 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, the Authority, or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the auditor of the County that such activity has commenced and the parcel shall once again be included in the TIF District. The auditor of the County 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 AND FIVE-YEAR RULE At least 75% of the tax increments (net of administrative expenses) from the TIF District (the "In - District Percentage") must be expended on activities within the TIF District, including payment on any bonds for which the proceeds were used to finance activities within the TIF District. Up to 25% of the tax increments from the TIF District may be used to finance activities outside the TIF District but within the Redevelopment Project. Tax increments are considered to have been "spent" within the TIF District if such amounts are: • actually paid to a third party for activities performed within the TIF District within five years after certification of the district; • used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund; • used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or • used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district; It is anticipated that all tax increments collected in the TIF District will be spent or obligated within this five year time period. At least 90% of the revenues derived from tax increments from a redevelopment district or renewal and renovation district must be used to finance the cost of correcting conditions that allow designation of redevelopment and renewal and renovation districts under Section 469.174 of the TIF Act. These costs include, but are not limited to, acquiring properties containing structurally substandard buildings or improvements or hazardous substances, pollution, or contaminants, acquiring adjacent parcels necessary to provide a site of sufficient size to permit development, demolition and rehabilitation of structures, clearing of the land, the removal of DRAFT AS OF MAY 23, 2022 9 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 hazardous substances or remediation necessary to development of the land, and installation of utilities, roads, sidewalks, and parking facilities for the site. The allocated administrative expenses of the Authority may be included in the qualifying costs. 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. 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 the TIF District, in the format as prescribed by the Office of the State Auditor. The reporting and disclosure requirements outlined in this section begin with the year a tax increment financing district is 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 pursuant to the Act. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increments. SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The Authority will comply with the business subsidies requirements, that may apply, specified in Minnesota Statutes, Sections 116J.993 to 116J.995. DRAFT AS OF MAY 23, 2022 10 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit I City of Monticello Tax Increment Financing District No. 1-45 Present Value Analysis 3 Section 469.175(3)(2) of the TIF Act Block 52 1 Estimated Future Market Value w/ Tax Increment Financing 23,724,992 2 Payable 2022 Market Value 1,600,700 3 Market Value Increase (1-2) 22,124,292 4 Present Value of Future Tax Increments 4,033,474 5 Market Value Increase Less PV of Tax Increments 18,090,818 6 Estimated Future Market Value w/o Tax Increment Financing 2,052,789 7 Payable 2022 Market Value 1,600,700 8 Market Value Increase (6-7) 452,089 9 Increase in MV From TIF 17,638,729 Assume 1.0% 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 AS OF MAY 23, 2022 11 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit II City of Monticello Monticello Tax Increment Financing District No. 1-45 (Redevelopment) Block 52 Projected Tax Increment Cash Flow TIF District Year Taxes Payable Year Taxable Market Value (TMV) Net Tax Capacity Less Original Net Tax Capacity Captured Net Tax Capacity Original Tax Rate Available TIF Present Value of Available TIF 1 2025 18,500,000 262,011 20,009 242,003 96.982% 233,854 217,486 2 2026 18,685,000 264,631 20,009 244,623 96.982% 236,386 428,791 3 2027 18,871,850 267,278 20,009 247,269 96.982% 238,943 634,087 4 2028 19,060,569 269,950 20,009 249,942 96.982% 241,525 833,544 5 2029 19,251,174 272,650 20,009 252,641 96.982% 244,134 1,027,326 6 2030 19,443,686 275,376 20,009 255,368 96.982% 246,768 1,215,594 7 2031 19,638,123 278,130 20,009 258,121 96.982% 249,430 1,398,502 8 2032 19,834,504 280,912 20,009 260,903 96.982% 252,117 1,576,202 9 2033 20,032,849 283,721 20,009 263,712 96.982% 254,832 1,748,841 10 2034 20,233,178 286,558 20,009 266,549 96.982% 257,573 1,916,561 11 2035 20,435,509 289,423 20,009 269,415 96.982% 260,342 2,079,501 12 2036 20,639,864 292,318 20,009 272,309 96.982% 263,139 2,237,797 13 2037 20,846,263 295,241 20,009 275,232 96.982% 265,964 2,391,579 14 2038 21,054,726 298,193 20,009 278,184 96.982% 268,818 2,540,976 15 2039 21,265,273 301,175 20,009 281,166 96.982% 271,699 2,686,111 16 2040 21,477,926 304,187 20,009 284,178 96.982% 274,609 2,827,103 17 2041 21,692,705 307,229 20,009 287,220 96.982% 277,548 2,964,072 18 2042 21,909,632 310,301 20,009 290,292 96.982% 280,517 3,097,130 19 2043 22,128,728 313,404 20,009 293,395 96.982% 283,516 3,226,388 20 2044 22,350,016 316,538 20,009 296,529 96.982% 286,545 3,351,954 21 2045 22,573,516 319,704 20,009 299,695 96.982% 289,604 3,473,933 22 2046 22,799,251 322,901 20,009 302,892 96.982% 292,693 3,592,426 23 2047 23,027,243 326,130 20,009 306,121 96.982% 295,813 3,707,532 24 2048 23,257,516 329,391 20,009 309,382 96.982% 298,965 3,819,347 25 2049 23,490,091 332,685 20,009 312,676 96.982% 302,147 3,927,964 26 2050 23,724,992 336,012 20,009 316,003 96.982% 305,363 4,033,474 r 6,972,845 TOTAL= Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.0% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36°/x. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. DRAFT AS OF MAY 23, 2022 12 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Exhibit III City of Monticello Monticello Tax Increment Financing District No. 1-45 Impact on Other Taxing Jurisdictions (Taxes Payable 2022) Block 52 Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) Payable 2022 Local Tax Rate Estimated Annual Tax Increment Percent of Tax Base City of Monticello Wright County ISD # 882 $281,166 ati aA')°i yL / L,00 I Net Tax Captured Percent of Capacity (NTC) Tax Capacity Total NTC 31,827,900 281,166 0.88% 202,383,636 281,166 0.14% 43,872,446 281,166 0.64% 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 AS OF MAY 23, 2022 13 Dollar Impact of Affected Taxing Jurisdictions Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 36.536% 37.673% 102,727 0.323% Wright County 43.751% 45.113% 123,013 0.061% ISD # 882 15.446% 15.927% 43,429 0.099% Other 1.249% 1.288% 3,512 Totals 96.982% 100.000% 272,681 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 AS OF MAY 23, 2022 13 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit IV City of Monticello Tax Increment Financing (Redevelopment) District No. 1-45 Block 52 Estimated Tax Increments Over Maximum Life of District Tota I 6,998,038 2,636,370 3,156,996 1,114,551 90,121 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 AS OF MAY 23, 2022 14 Based on Pay 2022 Tax Rate = 96.982% 36.536% 43.757% 15.446% 1.249% 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 18,500,000 262,011 20,009 242,003 234,699 88,418 105,879 37,379 3,023 2 2026 18,685,000 264,631 20,009 244,623 237,240 89,375 107,025 37,784 3,056 3 2027 18,871,850 267,278 20,009 247,269 239,806 90,342 108,183 38,193 3,088 4 2028 19,060,569 269,950 20,009 249,942 242,398 91,319 109,352 38,606 3,121 5 2029 19,251,174 272,650 20,009 252,641 245,016 92,305 110,533 39,023 3,155 6 2030 19,443,686 275,376 20,009 255,368 247,660 93,301 111,726 39,444 3,189 7 2031 19,638,123 278,130 20,009 258,121 250,331 94,307 112,931 39,869 3,224 8 2032 19,834,504 280,912 20,009 260,903 253,028 95,323 114,148 40,299 3,258 9 2033 20,032,849 283,721 20,009 263,712 255,753 96,350 115,377 40,733 3,293 10 2034 20,233,178 286,558 20,009 266,549 258,504 97,386 116,618 41,171 3,329 11 2035 20,435,509 289,423 20,009 269,415 261,283 98,433 117,872 41,614 3,364 12 2036 20,639,864 292,318 20,009 272,309 264,090 99,491 119,138 42,061 3,400 13 2037 20,846,263 295,241 20,009 275,232 266,925 100,559 120,417 42,512 3,437 14 2038 21,054,726 298,193 20,009 278,184 269,789 101,637 121,708 42,968 3,476 15 2039 21,265,273 301,175 20,009 281,166 272,681 102,727 123,013 43,429 3,512 16 2040 21,477,926 304,187 20,009 284,178 275,601 103,827 124,331 43,894 3,549 17 2041 21,692,705 307,229 20,009 287,220 278,551 104,939 125,662 44,364 3,586 18 2042 21,909,632 310,301 20,009 290,292 281,531 106,061 127,006 44,838 3,626 19 2043 22,128,728 313,404 20,009 293,395 284,540 107,195 128,363 45,318 3,664 20 2044 22,350,016 316,538 20,009 296,529 287,580 108,340 129,735 45,802 3,703 21 2045 22,573,516 319,704 20,009 299,695 290,650 109,496 131,119 46,291 3,744 22 2046 22,799,251 322,901 20,009 302,892 293,750 110,665 132,518 46,784 3,783 23 2047 23,027,243 326,130 20,009 306,121 296,882 111,844 133,931 47,283 3,824 24 2048 23,257,516 329,391 20,009 309,382 300,045 113,036 135,358 47,787 3,864 25 2049 23,490,091 332,685 20,009 312,676 303,239 114,239 136,799 48,296 3,905 26 2050 23,724,992 336,012 20,009 316,003 306,466 115,455 138,254 48,809 3,948 Tota I 6,998,038 2,636,370 3,156,996 1,114,551 90,121 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 AS OF MAY 23, 2022 14 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 EXHIBIT V Map of Boundaries of Tax Increment Financing District No. 1-45 Created by: City of Monticello Note: TIF District includes thirteen (13) parcels and the immediate adjacent roads and right-of- way. DRAFT AS OF MAY 23, 2022 15 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S EXHIBIT VI Map of Boundaries of Central Monticello Redevelopment Project No. I DRAFT AS OF MAY 23, 2022 16 I- P DRAFT AS OF MAY 23, 2022 16 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 EXHIBIT VII Inspection Report Supporting Findings This page is intentionally blank. DRAFT AS OF MAY 23, 2022 17 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT AS A REDEVELOPMENT DISTRICT BLOCK 52 TIF DISTRICT MONTICELLO, MINNESOTA March 7, 2022 Prepared by: Prepared for the CITY OF MONTICELLO LHB, Inc. 701 Washington Avenue North, Suite 200 Minneapolis, Minnesota 55401 LHB Project No. 220047 DRAFT AS OF MAY 23, 2022 18 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Table of Contents Part1: Executive Summary......................................................................................................................................2 Purposeof the Evaluation........................................................................................................................................................2 Scopeof Work.........................................................................................................................................................................2 Conclusion...............................................................................................................................................................................2 Part 2: Minnesota Statute 469.174, Subdivision 10 Requirements.......................................................................3 InteriorInspection....................................................................................................................................................................3 Exterior Inspection and Other Means......................................................................................................................................3 Documentation.........................................................................................................................................................................3 QualificationRequirements......................................................................................................................................................3 1. Coverage Test....................................................................................................................................................................3 2. Condition of Buildings Test.................................................................................................................................................3 3. Distribution of Substandard Buildings.................................................................................................................................4 Part 3: Procedures Followed....................................................................................................................................5 Part4: Findings.........................................................................................................................................................5 1. Coverage Test.....................................................................................................................................................................5 CD 2. Condition of Building Test....................................................................................................................................................6 0. 3. Distribution of Substandard Structures................................................................................................................................8 Part 5• Team Credentials 9 Appendices................................................................................................................................................................9 APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Block 52 TIF District LHB Project No. 220047 Page 1 of 9 Final Report DRAFT AS OF MAY 23, 2022 19 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Monticello to inspect and evaluate the properties within a Tax Increment Financing Redevelopment District ("TIF District") proposed to be established by the City. The proposed TIF District is located on one city block bounded by River Street West, Pine Street, Broadway Avenue West, and Walnut Street (Diagram 1). The purpose of LHB's work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether six (6) buildings on thirteen (13) parcels, located within the proposed TIF District, meet the qualifications required for a Redevelopment District. Diagram 1: Proposed TIF District Scope of Work The proposed TIF District consists of thirteen (13) parcels with six (6) structures. Six (6) buildings were inspected on January 27, 2022. Building Code and Condition Deficiency reports for the buildings that were inspected and found substandard are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Redevelopment District under Minnesota Statutes, Section 469.174, Subdivision 10, it is our professional opinion that the proposed TIF District qualifies as a Redevelopment District because: • The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement. • 100 percent of the buildings are structurally substandard which is above the 50 percent requirement. • The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Block 52 TIF District LHB Project No. 220047 Page 2 of 9 Final Report DRAFT AS OF MAY 23, 2022 20 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Part 2: Minnesota Statute 469.174, Subdivision 10 Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection "The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property..." Exterior Inspection and Other Means "An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard." Documentation "Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1)." Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires three tests for occupied parcels: 1. COVERAGE TEST a. Minnesota Statutes, Section 469.174, Subdivision 10(a)(1) states: "parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots..." b. The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states: "For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures unless 15 percent of the area of the parcel contains buildings, streets, utilities, paved or gravel parking lots, or other similar structures." 2. CONDITION OF BUILDINGS TEST a. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: "...and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance;" b. Structurally substandard is defined under Minnesota Statutes, Section 469.174, Subdivision 10(b), which states: "For purposes of this subdivision, 'structurally substandard' shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." Block 52 TIF District LHB Project No. 220047 Page 3 of 9 Final Report DRAFT AS OF MAY 23, 2022 21 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S i. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as "structurally substandard", due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. c. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: "A building is not structurally substandard if it is in compliance with the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence on the basis of reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence." "Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property tax appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence." LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c)) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, "Buildings shall be designed and constructed in accordance with the International Energy Conservation Code." Furthermore, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, "References to the International Energy Conservation Code in this code mean the Minnesota Energy Code..." 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. CD 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota D Department of Administration confirmed that the construction cost of new buildings complying with the o Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. 3. DISTRIBUTION OF SUBSTANDARD BUILDINGS a. Minnesota Statutes, Section 469.174, Subdivision 10, defines a Redevelopment District and requires one or more of the following conditions 'reasonably distributed throughout the district.": "(1) Parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance; (2) the property consists of vacant, unused, underused, inappropriately used, or infrequently used rail yards, rail storage facilities, or excessive or vacated railroad rights-of-way; (3) tank facilities, or property whose immediately previous use was for tank facilities... Block 52 TIF District LHB Project No. 220047 Page 4 of 9 Final Report DRAFT AS OF MAY 23, 2022 22 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 b. Our interpretation of the distribution requirement is that the substandard buildings must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all of the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. Part 3: Procedures Followed LHB inspected six (6) of the six (6) buildings during the day of January 27, 2022. Part 4: Findings Coverage Test a. The total square foot area of the parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. b. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. c. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures (Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision (a) (1). Block 52 TIF District LHB Project No. 220047 Page 5 of 9 Final Report DRAFT AS OF MAY 23, 2022 23 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Diagram 2 — Coverage Diagram Shaded area depicts a parcel more than 15 percent occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures 2. Condition of Building Test a. BUILDING INSPECTION i. The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgment whether a building "appears" to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non -code deficiencies in the building. b. REPLACEMENT COST i. The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of Block 52 TIF District _HB Project No. 220047 Page 6 of 9 Final Report DRAFT AS OF MAY 23, 2022 24 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2022. ii. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Monticello, Minnesota. iii. Replacement cost includes labor, materials, and the contractor's overhead and profit. Replacement costs do not include architectural fees, legal fees or other "soft" costs not directly related to construction activities. Replacement cost for each building is tabulated in Appendix A. c. CODE DEFICIENCIES i. The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. ii. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. iii. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. iv. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2022; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were then able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies meet the required 15 percent threshold. FINDING Six (6) out of six (6) buildings (100 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Building Code, Condition Deficiency and Context Analysis reports for the buildings in the proposed TIF District can be found in Appendix B of this report. SYSTEM CONDITION DEFICIENCIES i. If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then in order for such building to be "structurally substandard" under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building's defects or deficiencies should be of sufficient total significance to justify "substantial renovation or clearance." Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted "substantial renovation or clearance" based on the criteria we outlined above. ii. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. iii. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of "service life" used up for a particular component unless it was an obvious part of that component's deficiencies. iv. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies is of sufficient total significance to justify "substantial renovation or clearance." Block 52 TIF District LHB Project No. 220047 Page 7 of 9 Final Report DRAFT AS OF MAY 23, 2022 25 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FINDING In our professional opinion, six (6) out of six (6) buildings (100 percent) in the proposed TIF District are structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 50 percent requirement of Subdivision 10a(1). 3. Distribution of Substandard Structures e. Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District (Diagram 3). FINDING The parcels with substandard buildings are reasonably distributed compared to all parcels that contain buildings Diagram 3 — Substandard Buildings Shaded green area depicts parcels with buildings. Shaded orange area depicts substandard buildings. Block 52 TIF District LHB Project No. 220047 Page 8 of 9 Final Report DRAFT AS OF MAY 23, 2022 26 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master's degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher — Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Block 52 TIF District LHB Project No. 220047 Page 9 of 9 Final Report DRAFT AS OF MAY 23, 2022 27 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX A Property Condition Assessment Summary Sheet DRAFT AS OF MAY 23, 2022 28 in O z H V_ z cW G CL O J W W 0 W z V z Q z L� I - z W 5 W w U z i Inspection Report Block 52 Redevelopment TIF District Property Condition Assessment Summary Sheet monticeno, Minnesota TIF 0. Map N PID # Property Address Improved or Survey Method Vacant Used Site Area Coverage Pence It. �-W f Improvements Improvements Quart ty Bulld'iogs Replacement (S.F.) (S.F.) (S.F. ost 15% of Repla cement Cost Building Code Deficiencies m �Exceeding 15% ndetene, Criteria s lbstrand A 155010052150 NIA Vacant Exterior 10,027 9,726 97.0% 10,027 0 B 155010052140 WA Vacant Exterior 7,914 7,756 98.0% 7,914 0 C 155010052131 112 West River Street Improved IntenorlEdenor 5,090 4,988 98.0% 51090 1 $394,109 $59,116 $172,804 1 1 D 155010052110 103 Pine Street Improved IntedortExtedor 18,503 18,503 100.0% 18,503 1 $2,391,586 $358,738 $737,466 1 1 E 155010052120 103 Pine Street Improved Intedor/Extenor 3,194 3,194 100.0% 3,194 0 F 155010052132 WA Vacant Exterior 4,283 4,283 100.0% 4,283 0 G 155010052031 121 Broadway West Improved IntenortExtenor 11,084 11,084 100.01/6 11,084 1 $1,462,997 $219,450 $419,423 1 1 H 155010052060 113 Broadway West Improved IntenorlExtenor 8,559 8,559 100.0% 8,559 1 $1,133,408 $170,011 $386,814 1 1 1 155010052071 111 Broadway West Vacant Exterior 9,479 9,479 100.014 9,479 0 $97,808 $206,664 1 1 1 155010052070 107 West Broadway Street Improved IntenorlEdenor 1,447 1,447 100.0% 1,447 1 $652,052 K 155010052090 101 Broadway West Improved Intenor/Extenor 9,595 9,595 100.014 91595 1 $486,890 $73,034 $100,969 1 1 L 155010052101 WA Vacant Exterior 328 328 100.0% 328 0 M 155010052102 WA Vacant Exterior 839 839 100.0% 839 0 TOTALS 90,342 90,342 6 6 Total Coverage Percent: 100.0% Percent of buildings exceeding 15 percent code deficiency threshold: 100.0% MftKProj12200471300 0esigmReportalFlnal Repom[B1ock 52 Redevelopment TIF Summary SpreadsheetAsx]Propeny Info Percent of buildings determined substandard: 6 100.0% -HB Project Number 220047 lldtl� Property Condition Assessment Summary Sheet N N N O N M N a LL O a I- LL Q t) TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports DRAFT AS OF MAY 23, 2022 30 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel C City Vehicle Storage Building Address: 112 River Street West, Monticello, Minnesota 55362 Parcel ID: 155010052131 Inspection Date(s) & Time(s): January 27, 2022, 10:35 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. 2. Exterior wall concrete block and mortar should be repaired/replaced to prevent water intrusion per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route into the building. c. The restroom is not code compliant for accessibility. 2. Light and Ventilation a. Lighting does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Thresholds do not comply with code for maximum height. b. The stairs leading to the elevated platform do not comply with code. c. Door hardware does not comply with code. d. There is no code required smoke detector system in the building. e. There is no code required emergency exit signage in the building. f. There is no code required emergency lighting system in the building. Block 52 TIF District LHB Project No. 220047 $394,109 $172,804 43.8% Page 1 of 2 Building Report Parcel C-112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 31 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S g. There is no code required emergency notification system in the building. h. There is no code required building sprinkler system. i. There is no code required fire caulking at through wall and ceiling penetrations. 4. Layout and Condition of Interior Partitions/Materials a. The interior walls should be repaired/repainted. b. There is no code required 4 -inch toe board on the elevated platform. 5. Exterior Construction a. The roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Code required accessible parking should be created. 2. A code required accessible route into the building should be created. 3. The restroom does not comply with accessibility code. 4. The lighting does not comply with code. 5. The electrical wiring system does not comply with code. 6. The HVAC system does not comply with code. 7. The stairs do not comply with code. 8. Door hardware does not comply with code. 9. There is no code required smoke detector system. 10. There is no code required emergency exit signage system. 11. There is no code required emergency lighting system. 12. There is no code required emergency notification system. 13. There is no code required building sprinkler system. 14. There is no code required through wall and ceiling fire caulking. 15. A code required 4 -inch toe board should be installed on the elevated platform. 16. Steel lintels should be protected from rusting per code. 17. Exterior block and mortar should be repaired replaced to prevent water intrusion per code. 18. Failed roofing material should be replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building is currently being used as vehicle storage. There is no code required accessible parking or accessible route into the building. The electrical wiring and lighting systems do not comply with code. The HVAC system does not comply with code. There are no code required life safety systems including smoke detectors, emergency lighting, notification and exiting, and building sprinklers. The exterior block and mortar are failing allowing for water intrusion which is contrary to code. The roofing material is failing allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj122004T300 Design\Reports\Building Reports\112 River St W Building Report Redevelopment District.docx Block 52 TIF District Page 2 of 2 Building Report LHB Project No. 220047 Parcel C-112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 32 CD n o� 7D CD 0 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel D Vacant Church Building Address: 103 Pine St, Monticello, Minnesota 55362 Parcel ID: 155010052110 Inspection Date(s) & Time(s): January 27, 2022, 10:15 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Foundation walls are showing signs of water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code compliant accessible route into the building. b. There is no code compliant accessible restroom. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. Lighting does not comply with code. b. The electrical system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Glass doors do not have code required 10 -inch kick plates. b. The thresholds do not comply with code for maximum height. c. Flooring is damaged creating an impediment to emergency egress which is contrary to code. d. Stairs do not comply with code. e. There is no code required fire caulking at through wall, floor, and ceiling penetrations. f. Emergency exit signs are not code compliant. g. The emergency lighting system is not code compliant. Block 52 TIF District LHB Project No. 220047 $2,391,586 $737,466 30.8% Page 1 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 33 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. There is no code required emergency notification system. i. There is no code required smoke detector system. j. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Walls should be repaired/repainted. b. Flooring should be replaced. c. Baseboard molding is missing and should be replaced. d. Ceilings are water damaged from roof leaks and should be repaired/replaced. e. There is mold present on interior surfaces. 5. Exterior Construction a. Soffits and fascia are damaged allowing for water intrusion which is contrary to code. b. Windows are failing allowing for water intrusion which is contrary to code. c. Roofing material is failing allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Foundation walls are showing signs of water intrusion which is contrary to code. 2. There is no code compliant accessible route into the building. 3. The restroom is not code compliant. 4. There is no code required accessible route to all levels of the building. 5. The lighting system does not comply with code. 6. The electrical wiring system does not comply with code. 7. The HVAC system does not comply with code. 8. Glass doors need code required 10 -inch kick plates installed. 9. Thresholds need to be modified to comply with code for maximum height. 10. Damaged flooring needs to be replaced to create a code required unimpeded means for emergency egress. 11. Stairs do not comply with code. 12. Code required fire caulking needs to be installed in all through wall, floor, and ceiling penetrations. 13. Emergency exit signs need to be placed properly to comply with code. 14. Emergency lighting is not code compliant. 15. There is no code required emergency notification system. 16. There is no code required smoke detector system. 17. There is no code required building sprinkler system. 18. Soffits and fascia are damaged allowing for water intrusion which is contrary to code. 19. Windows are failing allowing for water intrusion which is contrary to code. 20. The roofing material has failed allowing for water intrusion which is contrary to code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 34 CD n o� 7D CD 0 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 OVERVIEW OF DEFICIENCIES This former church building is currently vacant. The exterior building systems including roofing, wood soffits and fascia, and roofing material are failing allowing for water intrusion which is contrary to code. Entrance into the building is not code compliant for accessibility. There is no code compliant access to all levels of the building. The Restroom is not code compliant. Water has infiltrated the interior creating mold on all surfaces. The ceilings and walls are damaged and should be repaired/repainted. The electrical lighting and wiring systems do not comply with code. The HVAC system does not comply with code. The flooring systems are damaged creating an impediment to emergency egress which is contrary to code. There are no code required life safety systems that comply with code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: MA22Proj12200471300 DesignlReports\Building Reporl:003 Pine St Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 35 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel G Store Front Lutheran Church Address: 121 Broadway West, Monticello, Minnesota 55362 Parcel ID: 155010052031 Inspection Date(s) & Time(s): January 27, 2022, 9:30 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route into the building. c. The restroom is not fully code compliant for accessibility. d. The hospitality area is not code compliant for accessibility. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Flooring is damaged and uneven creating an impediment to emergency egress. b. Door hardware does not comply with code. c. Glass doors do not have code required 10 -inch kick plates. d. Code required fire caulking should be placed in through wall and ceiling penetrations. e. The exit signage system does not comply with code. f. The emergency lighting system does not comply with code. g. There is no code required emergency notification system. Block 52 TIF District LHB Project No. 220047 $1,462,997 $419,423 28.7% Page 1 of 2 Building Report Parcel G —121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 36 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tile is water stained/damaged and should be replaced. b. Walls should be repaired/repainted. c. Carpeting is stained and worn and should be replaced. 5. Exterior Construction a. Failed roofing material is allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Code required accessible parking should be created. 2. A code required accessible route into the building should be created. 3. The restroom is not fully code compliant for accessibility. 4. The hospitality area should be made code compliant for accessibility. 5. The lighting system is not code compliant. 6. The electrical wiring system is not code compliant. 7. The HVAC system is not code compliant. 8. The flooring is damaged and uneven creating an impediment to emergency egress which is contrary to code. 9. Door hardware does not comply with code. 10. Glass doors should have code required 10 -inch kick plates installed. 11. Code required fire caulking should be placed in all through wall and ceiling penetrations. 12. The exit signage system is not code compliant. 13. There is no code required smoke detector system. 14. The emergency lighting system does not comply with code. 15. There is no code required emergency notification system. 16. There is no code required building sprinkler system. 17. Failed roofing material should be replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This store front church is currently occupied. There are several code deficiencies regarding accessibility including parking, access to the building, restroom, and the hospitality area. The lighting and electrical wiring systems do not comply with code. The HVAC system does not comply with code. The flooring is damaged and uneven creating an impediment to emergency egress which is contrary to code. Door hardware is not code compliant. Walls should be repaired/repainted. Ceiling tile is water stained and damaged and should be replaced. Glass doors should have code required 10 -inch kick plates installed. Life safety systems are either non -code compliant or are not installed. The roofing material is failing and should be removed and replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\121 Broadway W Building Report Redevelopment District.docx Block 52 TIF District Page 2 of 2 Building Report LHB Project No. 220047 Parcel G —121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 37 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel H Preferred Title Inc Address: 113 Broadway West, Monticello, Minnesota, 55362 Parcel ID: 155010052060 Inspection Date(s) & Time(s): January 27, 2022, 9:10 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Floor joists are not properly secured per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route to all levels of the building. c. There is no code required accessible restroom. 2. Light and Ventilation a. The electrical lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Thresholds do not comply with code for maximum height. b. Glass doors do not have code required 10 -inch kick plates. c. The exit signage system does not comply with code. d. The emergency lighting system is not fully code compliant. e. There is no code required emergency notification system. f. There is no code required building sprinkler system. g. Code required fire caulking should be placed in all through wall, floor, and ceiling penetrations Block 52 TIF District LHB Project No. 220047 $1,133,408 $388,814 34.3% Page 1 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 38 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. Secondary exiting does not comply with code for accessibility. i. Basement stairs do not comply with code. j. Basement floor to ceiling height does not comply with code. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tiles are stained from roof leaks and should be replaced. b. Asbestos Containing Material is present in the basement. c. Fire scarred floor joists are present in the basement. d. Vinyl flooring should be cleaned and resealed. 5. Exterior Construction a. Stucco is cracked/missing allowing for water intrusion which is contrary to code. b. The roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Floor joists should be properly fastened to support beam per code. 2. Code required accessible parking should be created. 3. A code required accessible route into the building should be created. 4. A code compliant restroom should be installed. 5. A code required accessible route to all levels should be created. 6. The electrical lighting system should be made code compliant. 7. The electrical wiring system is not code compliant. 8. The HVAC system is not code compliant. 9. Thresholds do not comply with code. 10. Glass doors should have code required 10 -inch kick plates installed. 11. Secondary exiting does not comply with accessibility code. 12. The basement stairs do not comply with code. 13. The floor to ceiling height in the basement does not comply with code. 14. The exit sign system does not comply with code. 15. The emergency lighting system does not comply with code. 16. There is no emergency notification system as required by code. 17. There is no code required building sprinkler system. 18. Install code required fire caulking. 19. Exterior stucco is cracked/damaged allowing for water intrusion which is contrary to code. 20. The roofing material has failed allowing for water intrusion which is contrary to code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 39 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES The building is currently occupied by two tenants. There is no code required accessible parking or route into the building. There is no code required accessible restroom or route to all levels of the building. The exterior stucco is damaged allowing for water intrusion which is contrary to code. The ceiling tile is water stained from roof leaks. Walls should be repaired/repainted. The electrical wiring and lighting systems do not comply with code. The HVAC system does not comply with code. Life safety systems are either absent or do not comply with code. The basement stairs do not comply with code. The floor to ceiling height in the basement does not comply with code. The roofing material is failing allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\113 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 40 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel J Apartment Address: 107 Broadway West, Monticello, Minnesota 55362 Parcel ID: 155010052070 Inspection Date(s) & Time(s): January 27, 2022, 2:00 PM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. The thresholds do not comply with code. b. The stairs do not comply with code. c. Stairs do not comply with code. d. There is not a code required secondary exit from the second -floor apartment. e. There are no code compliant smoke detectors. f. There is no code required emergency lighting system. g. There is no code required emergency notification system. h. There is no code required building sprinkler system. i. There are no code required carbon monoxide detectors. Block 52 TIF District LHB Project No. 220047 $652,052 $206,664 31.7% Page 1 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 41 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S j. There are no code compliant Ground Fault Circuit Interrupters. k. There are no code required Arc Fault Circuit Interrupters. I. There is no code required fire caulking in through wall, floor, or ceiling penetrations. m. Flooring material is damaged creating an impediment to emergency egress which is contrary to code. 4. Layout and Condition of Interior Partitions/Materials a. Interior walls and ceiling should be repaired/repainted. b. Carpeting should be replaced. 5. Exterior Construction a. Windows are failing allowing for water intrusion which is contrary to code. b. Roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. The lighting system does not comply with code. 2. The electrical wiring system does not comply with code. 3. The HVAC system does not comply with code. 4. Thresholds do not comply with code. 5. The stairs do not comply with code. 6. A secondary means of egress is required by code. 7. Modify stairs to comply with code. 8. Code required smoke detectors should be installed. 9. Install code required emergency lighting system. 10. There is no code required emergency notification system. 11. There is no code required building sprinkler system. 12. Code required carbon monoxide detectors should be installed. 13. Code required Ground Fault Circuit Interrupters should be installed. 14. Code required Arc Fault Circuity Interrupters should be installed. 15. Code required fire caulking should be placed in all through wall, floor, and ceiling penetrations. 16. Damaged flooring material should be replaced/repaired to create a code required unimpeded means of emergency egress. 17. Failed windows should be replaced to prevent water intrusion per code. 18. Failed roofing material should be replaced to prevent water intrusion per code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 42 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES This second -floor apartment is currently vacant. The stairs do not comply with code. The thresholds do not comply with code. The lighting system and electrical wiring systems do not comply with code. The HVAC system does not comply with code. There are no code required smoke detectors or carbon monoxide detectors in the building. There are no code required life safety systems in the building. There is not a code required secondary exit from the building. The flooring material is damaged creating and impediment to emergency egress which is contrary to code. There are no code required AFCI's and GRCI's in the building. Window are failing allowing for water intrusion which is contrary to code. The roofing material has failed allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\107 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 43 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel K "What The Art" Building Address: 101 Broadway West, Monticello, Minnesota 55362 Parcel ID: 15501002090 Inspection Date(s) & Time(s): January 27, 2022, 9:50 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Ceiling joists are fire damaged. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required designated accessible parking. b. There is no code required accessible route into the building. c. There is no code required accessible restroom. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. d. Electrical extension cords are not being used properly per code. 3. Fire Protection/Adequate Egress a. Glass doors do not have code required 10 -inch kick plates. b. Thresholds do not comply with code for maximum height. c. Door hardware does not comply with code. d. There is an internal passageway that does not comply with code for minimum width. e. Stairs do not comply with code. f. Flooring is damaged creating an impediment to emergency egress which is contrary to code. Block 52 TIF District LHB Project No. 220047 $486,890 $100,969 20.7% Page 1 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 44 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 g. Code required fire caulking is not present in through wall, floor, and ceiling penetrations. h. There are no code required emergency exit door identification system. i. There is no code required smoke detector systems. j. There is no code required emergency lighting system. k. There is no code required emergency notification system. I. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tile are stained/damaged from roof leaks. b. Ceiling joists are showing signs of fire damage. c. Damaged walls should be repaired/repainted. d. Damaged flooring should be repaired/replaced. 5. Exterior Construction a. Roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Accessible parking should be created per code. 2. An accessible route into the building should be created per code. 3. An accessible restroom should be created per code. 4. A code compliant lighting system should be installed. 5. A code compliant electrical wiring system should be installed. 6. A code compliant HVAC system should be installed. 7. Electrical extension cords should be used properly per code. 8. Glass doors should have 10 -inch kick plates installed per code. 9. Thresholds should be modified to comply with code for maximum height. 10. Code compliant door hardware should be installed. 11. All internal passageways should be made code compliant for minimum width. 12. Stairs are not code compliant. 13. Damaged flooring should be repaired to create a code required unimpeded means for emergency egress. 14. Code required fire caulking should be installed in all through wall, floor, and ceiling penetrations. 15. A code required emergency exit identification system should be installed. 16. A code required smoke detector system should be installed. 17. A code required emergency lighting system should be installed. 18. A code required emergency notification system should be installed. 19. A code required building sprinkler system should be installed. 20. Failed roofing material should be replaced to prevent water intrusion per code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 45 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES This building is currently being used as an Art Studio sponsored by the city. There is no code required accessible parking. There is no code required accessible route into the building. The restroom does not comply with accessibility code. The lighting and electrical wiring systems do not comply with code. The HVAC system does not comply with code. The interior walls should be repaired/repainted. Ceiling tile is stained/damaged from roof leaks. The flooring should be repaired to create a code required unimpeded means for emergency egress. There is no code required smoke detector, emergency lighting, emergency notification or building sprinkler systems in the building. Roof joists show signs of fire damage. The flooring is damaged creating an impediment to emergency egress which is contrary to code. The stairs do not comply with code. There is not code required fire caulking in through wall, floor, and ceiling penetrations. The roofing material has failed allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:122Proj12200471300 Design\Reports\Building Reports1101 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 46 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs DRAFT AS OF MAY 23, 2022 47 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FLS Means data F7 07worwrr Square Foot Cost Estimate Report Estimate Name: 112 River St W Building Type: Garage, Repair with Concrete Block / Wood Joists Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 14.00 Floor Area (S.F.): 3432 Labor Type: OPN Basement Included: No Data Release: Year 2021 Quarter 1 Cost Per Square Foot: $114.83 Building Cost: $394,109.91 Date: 1/31/2022 �11�4 a,r :".elle i'i Quantity % of Total Cost Per S.F. Cost A1030 Standard Foundations $10.90 $37,396.60 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 244 $7.08 $24,314.11 12" thick A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 268.4 $3.81 $13,082.49 C10301100460 6 KSF. 12" deep x 24" wide 1 $0.38 $1,315.35 A1030 Slab on Grade $9.41 $32,296.29 A10301204520 Slab on grade, 6" thick, light industrial, reinforced 3432 $9.41 $32,296.29 A2010 Basement Excavation 1372.8 $0.37 $1,286.18 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 3432 $0.37 $1,286.18 on site storaee C3020 Floor Finishes $1.45 $4,970.55 B1020 Roof Construction 3088.8 $6.47 $22,198.18 B10201024150 Wood roof, flat rafter, 2" x 12", 16" O.C. 3603.6 $6.47 $22,198.18 B2010 Exterior Walls $13.26 $45,510.69 B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500 2732.8 $13.26 $45,510.69 PSI. reinforced. vertical #5032". erouted 82020 Exterior Windows $1.89 $6,490.35 B20201066650 Windows, aluminum, sliding, standard glass, 5'x 3' 11.39 $1.89 $6,490.35 B2030 Exterior Doors $3.59 $12,312.11 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 1.03 $0.87 $2,980.04 x 7'-0" onenine B20302204450 Door, steel 24 gauge, overhead, sectional, manual operation, 12'-0" x 3.56 $2.72 $9,332.07 12'-0" onenine 83010 Roof Coverings $2.75 $9,449.75 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 3603.6 $2.36 $8,108.10 B30106101000 Gutters, box, steel, galvanized, 28 ga thick, 5", enameled finish 122 $0.32 $1,112.51 B30106201450 Downspout, steel, rectangular, corrugated, 3" x 4", galvanized, 28 ga 28.83 $0.07 $229.14 thick C1010 Partitions $5.62 $19,297.75 C10101022300 Lightweight block 4" thick 720.72 $1.98 $6,787.60 C10101048000 Concrete block (CMU) partition, light weight, solid, 8" thick, no finish 960.96 $3.65 $12,510.15 03020 Interior Doors $0.43 $1,472.82 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 1.14 $0.43 $1,472.82 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.38 $1,315.35 C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel 1 $0.38 $1,315.35 C3010 Wall Finishes $4.61 $15,816.01 C30102202000 2 coats paint on masonry with block filler 2732.8 $3.07 $10,527.57 C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats 1372.8 $0.86 $2,955.43 C30102300340 Painting, masonry or concrete, latex, brushwork, addition for block 1372.8 $0.68 $2,333.01 filler C3020 Floor Finishes $1.45 $4,970.55 C30204100940 Concrete topping, hardeners, metallic additive, minimum 3088.8 $1.22 $4,199.04 C30204101580 Vinyl, composition tile, minimum 343.2 $0.22 $771.51 C3030 Ceiling Finishes $0.62 $2,135.45 DRAFT AS OF MAY 23, 2022 48 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C30302105800 Acoustic ceilings, 5/8" fiberglass board, 24" x 48" tile, tee grid, 343.2 $0.62 $2,135.45 susnendedsunnort r ■ D2010 Plumbing Fixtures $3.52 $12,074.31 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 1.17 $1.27 $4,350.45 D20102102000 Urinal, vitreous china, wall hung 0.58 $0.27 $911.60 D20103102080 Lavatory w/trim, wall hung, PE on Cl, 19" x 17" 1.17 $0.74 $2,545.08 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.58 $0.84 $2,876.68 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.58 $0.41 $1,390.50 D2020 Domestic Water Distribution $0.84 $2,878.45 D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH 0.58 $0.84 $2,878.45 D3050 Terminal& Package Units $11.24 $38,574.82 D30501503120 Rooftop, single zone, air conditioner, factories, 10,000 SF, 33.33 ton 3432 $11.24 $38,574.82 D4010 Sprinklers $5.07 $17,409.06 D40104101080 Wet pipe sprinkler systems, steel, ordinary hazard, 1 floor, 10,000 SF 3432 $5.07 $17,409.06 D4020 Standpipes $1.23 $4,228.18 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.34 $1.13 $3,877.23 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.14 $0.10 $350.95 additional floors D5010 Electrical Service/Distribution $2.36 $8,098.42 D50101200280 Overhead service installation, includes breakers, metering, 20' conduit 1 $0.97 $3,336.08 & wire. 3 phase. 4 wire. 120/208 V. 200 A D50102300280 Feeder installation 600 V, including RGS conduit and XHHW wire, 200 30 $0.42 $1,445.67 A D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 0.25 $0.97 $3,316.67 120/208 V. 3 phase. 400 A D5020 Lighting and Branch Wiring $9.89 $33,940.93 D50201100280 Receptacles incl plate, box, conduit, wire, 4 per 1000 SF, .5 watts per 3432 $2.55 $8,752.39 SF D50201350280 Miscellaneous power, 1 watt 3432 $0.34 $1,182.60 D50201400240 Central air conditioning power, 3 watts 3432 $0.70 $2,396.15 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 3432 $6.30 $21,609.79 10 fixtures 032watt Der 1000 SF D5030 Communications and Security $3.95 $13,552.02 D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.34 $2.33 $8,006.41 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.34 $1.33 $4,576.07 conduit D50309200104 Internet wiring, 4 data/voice outlets per 1000 S.F. 0.69 $0.28 $969.54 E1090 Other Equipment $0.00 $0.00 Sub7otal 100% $99.86 $342,704.27 Contractor Fees (General Condition s,Overhead,Profit) 15.0% $14.98 $51,405.64 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 49 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Door Hardware Parcel C -112 River Street West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052131 250.00 EA 7 City Vehicle Storage Building -1 Code Related Cost Items Unit Cost Units Unit VvTotal Quantity Accessibility Items Modify thresholds to comply with code for maximum height $ 200.00 EA Parking $ 400.00 Stairs Create code required accessible parking $ 100.00 EA 1 $ 100.00 Accessible Route 1 $ 1,000.00 Elevated Platform Creat a code required accessible route in to the building. $ 100.00 Lump 1 $ 100.00 Restroom 100.00 Lump 1 $ 100.00 Create a code compliant accessible restroom $ 2.28 SF 3,432 $ 7,824.96 Drinking Fountain Smoke Detectors Install code required drinking fountain $ 0.41 SF 3,432 $ 1,407.12 Structural Elements $ 7,996.56 Emergency Exit Signs Steel Lintels Install code compliant emergency exit signs $ Protect steel lintels from rusting per code $ 500.00 Lump 1 $ 500.00 Concrete Block and Mortar Kepainrepiace aamagea concrete DIocK ana mortar to prevent water $ 0.75 SF 3,432 $ intrusion per code $ 2.25 SF 3,432 $ 7,722.00 Exiting Door Hardware Install code compliant door hardware $ 250.00 EA 7 $ 1,750.00 Thresholds Modify thresholds to comply with code for maximum height $ 200.00 EA 2 $ 400.00 Stairs Install code compliant stairs $1,000.00 Lump 1 $ 1,000.00 Elevated Platform Install code required 4 -inch toe board on elevated platform $ 100.00 Lump 1 $ 100.00 Fire Protection Smoke Detectors Install code compliant smoke detectors $ 2.33 SF 3,432 $ 7,996.56 Emergency Exit Signs Install code compliant emergency exit signs $ 0.35 SF 3,432 $ 1,201.20 Emergency Lighting Install code compliant emergency lighting system $ 0.75 SF 3,432 $ 2,574.00 Emergency Notification System Install code required emergency notification system $ 1.33 SF 3,432 $ 4,564.56 Building Sprinkler Install a code required building sprinkler system $ 16.31 SF 3,432 $ 55,975.92 Fire Caulking Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel C -112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 50 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Code Related Cost Items Ad - Install code required fire caulking at through wall and ceiling penetrations Exterior Construction Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install a code compliant HVAC system Electrical Install a code compliant lighting system Install a code compliant electrical wiring system Energy Code Block 52 TIF District -HB Project No. 220047 Page 2 of 2 Pr Unit Cost Units Unit Total Quantity $ 0.10 SF 3,432 $ 343.20 $ 0.25 SF 3,432 $ 858.00 $ 2.75 SF 3,432 $ 9,438.00 $ 11.24 SF 3,432 $ 38,575.68 $ 6.30 SF 3,432 $ 21,621.60 $ 2.55 SF 3,432 $ 8,751.60 Total Code Improvements $ 172,804 Code Deficiency Cost Report Parcel C -112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 51 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West .soo.392.a Ion -Fri Jam- 20220127_103134.jpg 20220127_103344.jpg 3 20220127_103422.jpg k �� wd 20220127_103531.jpg 20220127_103303.jpg wpm 20220127_103348.jpg 20220127_103459.jpg 20220127_103544.jpg 1 20220127_103341.jpg 20220127_103355.jpg aw_j � 1k 12 20220127_103512.jpg 20220127_103807.jpg DRAFT AS OF MAY 23, 2022 52 9 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West r 20220127_103815.jpg 20220127_104004.jpg 20220127_104320.jpg 20220127_104345.jpg 20220127_103834.jpg i 20220127_104008.jpg 20220127_104322.jpg 20220127_104349.jpg 2 20220127_103938.jpg 20220127_104305.jpg 20220127_104337.jpg 20220127_104401.jpg DRAFT AS OF MAY 23, 2022 53 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West 20220127_104404.jpg 20220127_104444.jpg .-.5�- ��-► �V �I 20220127_104454.jpg 20220127_104536.jpg 20220127_104410.jpg AF 20220127_104446.jpg w __... 20220127_104530.jpg 20220127_104539.jpg 20220127_104433.jpg Y . 20220127_104452.jpg 20220127_104532.jpg DRAFT AS OF MAY 23, 2022 54 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 F SMeans data Square Foot Cost Estimate Report mon U707rr C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 Estimate Name: 103 Pine Street Building Type: Church with Face Brick & Concrete Block / Wood Arch Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 24.00 Floor Area (S.F.): 10580 Labor Type: OPN Basement Included: Yes Data Release: Year2022 Cost Per Square Foot: $226.05 Building Cost: $2,391,586.68 Date: 1/31/2022 4 Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. 01010 Partitions $10.58 $111,886.59 C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 r $74,145.91 C10107101101 3 coats of painted plaster on wall 6681.6 Quantity % of Total Cost Per S.F. Cost $3.65 Substructure C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 26.45 $3.65 $38,580.18 A1010 Standard Foundations $3.86 $40,804.92 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 348 $1.67 $17,677.01 6 KSF. 12" deep x 24" wide A10102107410 Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6 44.81 $2.19 $23,127.91 KSF. 4' - 6" square x 15" deep A1030 Slab on Grade $6.72 $71,121.30 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 10580 $6.72 $71,121.30 A2010 Basement Excavation $4.56 $48,218.99 A20101104620 Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth, 10580 $4.56 $48,218.99 on site storaee A2020 Basement Walls $9.83 $104,053.39 A20201107260 Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 348 $9.83 $104,053.39 " thick 83010 Floor Construction $21.66 $229,130.59 810102030860 Cast -in-place concrete column, 12" square, tied, 200K load, 12' story 537.75 $4.58 $48,477.09 heieht. 142 I bs/LF. 4000PSI 810102221720 Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column, 10580 $17.08 $180,653.50 15'x15' bay, 75 PSF superimposed load, 153 PSF total load B1020 Roof Construction $32.19 $340,606.70 810207052001 Laminated arch, radial, 100' clear span, 8' OC 10580 $20.34 $215,237.51 B10207703152 Roof deck, douglas fir, 3" thick, 8' span 12696 $11.85 $125,369.19 B2010 Exterior Walls $28.41 $300,589.19 B20101321200 Brick wall, composite double wythe, standard face/CMU back-up, 8" 7934.4 $28.41 $300,589.19 thick. Derlite core fill B2020 Exterior Windows $4.75 $50,226.34 820201067200 Windows, aluminum, single hung, insulated glass, 2'-8" x 6'-8" 46.4 $3.28 $34,703.40 B20202204200 Polycarbonate, masked, clear or colored, 1/4" thick 835.2 $1.47 $15,522.94 82030 Exterior Doors $1.04 $11,036.83 B20302102500 Door, birch, solid core, single door, hinged, 3'-0" x 7'-0" opening 3.73 $1.04 $11,036.83 B3010 Roof Coverings $6.92 $73,254.23 B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210-235 12696 $2.71 $28,674.17 lbs/SQ B30103201840 Insulation, rigid, roof deck, extruded polystyrene, 15 PSI compressive 12696 $2.73 $28,886.45 streneth. 3" thick. R15 B30104300040 Flashing, aluminum, no backing sides, .019" 348 $0.31 $3,253.97 830104300700 Flashing, copper, no backing, 16 oz, < 500 lbs 348 $0.64 $6,747.70 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 348 $0.27 $2,904.99 830106200250 Downspout, aluminum, rectangular, 3" x 4", enameled, .024" thick 348 $0.26 $2,786.95 01010 Partitions $10.58 $111,886.59 C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 $7.01 $74,145.91 C10107101101 3 coats of painted plaster on wall 6681.6 $3.57 $37,740.68 C1020 Interior Doors $3.65 $38,580.18 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 26.45 $3.65 $38,580.18 flush. 3'-0" x 7'-0" x 1-3/8" C3010 Wall Finishes $1.51 $15,947.19 DRAFT AS OF MAY 23, 2022 55 El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C30102300080 Painting, interior on plaster and drywall, brushwork, primer & 2 coats 12696 $1.51 $15,947.19 C3020 Floor Finishes $5.63 $59,556.30 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 10580 $5.63 $59,556.30 D3010 Elevators and Lifts $7.66 $81,006.30 D10101102200 Hydraulic, passenger elevator, 3000 Ib, 2 floors, 100 FPM 1 $7.66 $81,006.30 D2010 Plumbing Fixtures $4.31 $45,582.60 D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2 5.29 $1.56 $16,459.04 D20102102000 niece Urinal, vitreous china, wall hung 2.12 $0.29 $3,100.49 D20103102080 Lavatory w/trim, wall hung, PE on Cl, 19" x 17" 4.23 $0.89 $9,458.18 D20104102040 Kitchen sink w/trim, countertop, stainless steel, 44" x 22" triple bowl 1.06 $0.28 $2,926.47 D20104404380 Service sink w/trim, vitreous china, wall hung 22" x 20" 1.06 $0.54 $5,724.84 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 3.17 $0.75 $7,913.58 D2020 Domestic Water Distribution $0.76 $8,085.38 D20202202260 Gas fired water heater, residential, 100 < F rise, 30 gal tank, 32 GPH 1.69 $0.76 $8,085.38 D3010 Energy Supply $11.03 $116,704.28 D30105202000 Commercial building heating system, fin tube radiation, forced hot 10580 $11.03 $116,704.28 water. 10.000 SF. 100.000 CF. total 2 floors D3050 Terminal& Package Units $10.83 $114,562.99 D30501703680 Split system, air cooled condensing unit, offices, 20,000 SF, 63.32 ton 10580 $10.83 $114,562.99 D4010 Sprinklers $3.76 $39,789.26 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 10580 $3.76 $39,789.26 D4020 Standpipes $1.62 $17,108.35 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 1.49 $1.62 $17,108.35 floor D5010 Electrical Service/Distribution $1.42 $14,981.77 D50101200320 Overhead service installation, includes breakers, metering, 20' conduil 1 $0.61 $6,489.55 & wire. 3 phase. 4 wire. 120/208 V. 400 A D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 20 $0.19 $2,016.29 A D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 0.5 $0.61 $6,475.93 120/208 V. 3 Dhase. 400 A D5020 Lighting and Branch Wiring $10.39 $109,924.19 D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts 10580 $2.11 $22,365.38 Der SF D50201300200 Wall switches, 1.0 per 1000 SF 10580 $0.34 $3,561.33 D50201350280 Miscellaneous power, 1 watt 10580 $0.34 $3,546.84 D50201400280 Central air conditioning power, 4 watts 10580 $0.73 $7,724.78 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 10580 $6.87 $72,725.86 10 fixtures 032watt ner 1000 SF D5030 Communications and Security $3.37 $35,669.78 D50309100240 Communication and alarm systems, includes outlets, boxes, conduit 0.45 $1.95 $20,619.36 and wire. sound systems. 30 outlet< D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.5 $1.08 $11,467.34 detectors, includes outlets, boxes, conduit and wire D50309100460 Fire alarm command center, addressable without voice, excl. wire & 1 $0.34 $3,583.08 conduit D5090 Other Electrical Systems $0.11 $1,212.95 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, 0.87 $0.11 $1,212.95 gas/gasoline operated. 3 Dhase. 4 wire. 77/480 V. 7.5 kW Equipment & Furnishings E1090 Other Equipment $0.00 $0.00 �.Special Construction r� Building-� SubTotal 100% $196.56 $2,079,640.59 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $29.48 $311,946.09 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 56 CD n r+. O r CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel D -103 Pine Street, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052110 Vacant Church Building Code Related Cost Items Unit Cost Units Unit Total Quantity Accessibility Items Accessible Routes Create a code compliant accessible route into building $ 500.00 Lump 1 $ 500.00 Create a code required accessible route to all levels of building $ 7.66 SF 10,580 $ 81,042.80 Restroom Modify restroom to comply with accessibliltiy code $ 2.74 SF 10,580 $ 28,989.20 Structural Elements Foundation Walls Repair foundation walls to prevent water intrusion per code $ 1.00 SF 10,580 $ 10,580.00 Exiting Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 16 $ 1,600.00 Thresholds Modify thresholds to comply with code for maximum height $1,500.00 Lump 1 $ 1,500.00 Flooring Kepairnreplace aamagea tlooring to create an unimpeaea means for emergency egress per code $ 5.63 SF 10,580 $ 59,565.40 Stairs Modify stairs to comply with code $ 0.95 SF 10,580 $ 10,051.00 Exit Signs Install code compliant emergency exit signs $ 0.35 SF 10,580 $ 3,703.00 Fire Protection Smoke Detectors Install code compliant smoke detector system $ 1.08 SF 10,580 $ 11,426.40 Emergency Lighting Install code compliant emergency lighting system $ 0.75 SF 10,580 $ 7,935.00 Emergency Notification Install code required emergency notification system $ 0.34 SF 10,580 $ 3,597.20 Building Sprinkler System Install code required building sprinkler system $ 5.38 SF 10,580 $ 56,920.40 Exterior Construction Soffits and Fascia Replace damaged soffit and fascia to prevent water intrusion per code $ 3,000.00 Lump 1 $ 3,000.00 Windows Replace failed windows to prevent water intrusion per code. $ 4.75 SF 10,580 $ 50,255.00 Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel D- 103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 57 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Unit Cost Units Unit Total Quantity $ 0.35 SF 10,580 $ 3,703.00 $ 6.92 SF 10,580 $ 73,213.60 $ 21.86 SF 10,580 $ 231,278.80 $ 6.87 SF 10,580 $ 72,684.60 $ 2.45 SF 10,580 $ 25,921.00 Total Code Improvements $ 737,466 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 58 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street f mom 20220127_101702.jpg 20220127_101737.jpg 20220127_101751.jpg 20220127_101911.jpg 20220127_101936.jpg 20220127_101814.jpg 20220127_101929.jpg r a * � 20220127_101939.jpg 1 A� 20220127_101742.jpg 20220127_101909.jpg 20220127_101933.jpg .� •t �A 20220127_101947.jpg DRAFT AS OF MAY 23, 2022 59 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_101949.jpg 20220127_102008.jpg 20220127_102026.jpg y Am 20220127_102039.jpg 20220127_101951.jpg 20220127_102010.jpg 20220127_102031.jpg 20220127_102042.jpg 2 20220127_102004.jpg 20220127_102021.jpg 20220127_102035.jpg 4 20220127_102056.jpg DRAFT AS OF MAY 23, 2022 60 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102104.jpg 20220127_102122.jpg 20220127_102113.jpg 20220127_102124.jpg 20220127_102143.jpg 20220127_102158.jpg 20220127_102146.jpg 20220127_102207.jpg 3 sit, kk a 20220127_102116.jpg 20220127_102133.jpg 20220127_102151.jpg 20220127_102227.jpg DRAFT AS OF MAY 23, 2022 61 CD n O C CD `O O TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102303.jpg 20220127_102326(0).jpg 20220127_102334.jpg 20220127_102309.jpg 20220127_102326.jpg 20220127_102344.jpg 4 20220127_102256.jpg 20220127_102314.jpg 20220127_102330.jpg 20220127_102353.jpg DRAFT AS OF MAY 23, 2022 62 20220127_102237.jpg 20220127_102252.jpg 20220127_102303.jpg 20220127_102326(0).jpg 20220127_102334.jpg 20220127_102309.jpg 20220127_102326.jpg 20220127_102344.jpg 4 20220127_102256.jpg 20220127_102314.jpg 20220127_102330.jpg 20220127_102353.jpg DRAFT AS OF MAY 23, 2022 62 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102357.jpg 20220127_102416.jpg 20220127_102434.jpg 20220127_102504.jpg 20220127_102401.jpg 20220127_102421.jpg PEW 20220127_102454.jpg 20220127_102527.jpg lite 20220127_102414.jpg 1 81 20220127_102431.jpg 20220127_102459.jpg 20220127_102533.jpg DRAFT AS OF MAY 23, 2022 63 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102541.jpg 20220127_102631.jpg 20220127_102709.jpg 20220127_102809.jpg 20220127_102547.jpg 20220127_102641.jpg 20220127_102724.jpg 20220127_102816.jpg 6 20220127_102624.jpg 20220127_102704.jpg 20220127_102756.jpg 20220127_102826.jpg DRAFT AS OF MAY 23, 2022 64 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102833.jpg 20220127_102924.jpg 20220127_103011.jpg 20220127_105028.jpg 20220127_102908.jpg 20220127_102927.jpg 20220127_104940.jpg 20220127_105031.jpg 7 20220127_102918.jpg 20220127_103004.jpg r � 1 20220127_105007.jpg DRAFT AS OF MAY 23, 2022 65 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 F SMeans data mn sowerwnr Square Foot Cost Estimate Report Date: 1/31/2022 Estimate Name: 121 Broadway W Building Type: Store, 2 Story with Stucco / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 14 Floor Area (S.F.): 9160 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cort rederived from. b.ilding model with bnim t -p -e-. Cost Per Square Foot: $159.72 5m differen-nd-k-ndidons un- ...ostst ,y ,ignifi ndy. Building Cost: $1,462,997.82 T Quantity % of Total Cost Per S.F. • Cast Substructure A1010 Standard Foundations $7.50 $68,689.81 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 376 $4.00 $36,614.13 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 376 $2.43 $22,262.21 6 KSF. 12" deep x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 9.16 $1.07 $9,813.47 KSF. 6' - 0" square x 20" deep A1030 Slab on Grade $3.36 $30,787.86 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 4580 $3.36 $30,787.86 A2010 Basement Excavation $0.18 $1,682.51 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 4580 $0.18 $1,682.51 on site storaee B1010 Floor Construction $18.06 $165,445.99 810102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4580 $0.34 $3,118.80 BF/MSF. 160 PSF total allowable load 810102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4580 $0.34 $3,118.80 BF/MSF. 160 PSF total allowable load 810102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 4580 $11.59 $106,166.64 (w 16". 20'x20' bay. 75 PSF LL. 102 PSF total load 810107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 1203.2 $5.79 $53,041.75 column. 3 hour ratine. 22 PLF B1020 Roof Construction $3.47 $31,785.20 810201024100 Wood roof, flat rafter, 2" x 12", 12" O.C. 4580 $3.47 $31,785.20 B2010 Exterior Walls $14.20 $130,051.84 820101291100 Brick veneer wall, standard face, 2x4 studs @ 16" back-up, running 4000 $13.08 $119,840.00 bond 820101907600 Insulation, fiberglass batts, 6" thick, R19 4580 $1.11 $10,211.84 B2020 Exterior Windows $7.99 $73,208.97 820201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 91.55 $7.99 $73,208.97 B2030 Exterior Doors $1.61 $14,782.32 820301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.92 $0.83 $7,596.16 hardware. 6'-0" x 10'-0" ooenine 820301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.92 $0.42 $3,872.84 x 10'-0" ooenine 820302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.92 $0.36 $3,313.32 x 7'-0" ooenine 83010 Roof Coverings $1.27 $11,596.99 830101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 4580 $1.01 $9,251.60 830106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 188 $0.17 $1,569.36 830106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 150.4 $0.08 $776.03 .020" thick 03010 Partitions $4.24 $38,874.80 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x4,@ 2564.8 $1.55 $14,166.78 16" OC framine.same 0000site face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 1099.2 $1.11 $10,130.11 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, mond atten-finn in -I C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 8422.4 $0.94 $8,598.34 C10101280960 Add for the following: taping and finishing 8422.4 $0.65 $5,979.57 DRAFT AS OF MAY 23, 2022 66 CD 0 r -r . O CD CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1020 Interior Doors $4.68 $42,823.24 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 29.36 $4.68 $42,823.24 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.26 $2,383.45 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 2.29 $0.26 $2,383.45 C2010 Stair Construction $0.82 $7,502.78 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 3.21 $0.82 $7,502.78 14 risers C3010 Wall Finishes $1.49 $13,604.56 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 7328 $0.69 $6,329.63 primer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 8422.4 $0.79 $7,274.93 primer & 2 coats C3020 Floor Finishes $4.92 $45,061.70 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 5496 $3.34 $30,600.85 C30204101600 Vinyl, composition tile, maximum 2748 $0.72 $6,636.72 C30204101720 Tile, ceramic natural clay 916 $0.85 $7,824.13 03030 Ceiling Finishes $9.36 $85,720.84 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 9160 $9.36 $85,720.84 suscendedsunnort . D2010 Plumbing Fixtures $2.77 $25,354.44 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 2.29 $0.99 $9,077.58 D20102102000 Urinal, vitreous china, wall hung 0.92 $0.15 $1,342.18 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 1.83 $0.37 $3,347.84 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 1.37 $0.89 $8,161.11 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 1.37 $0.37 $3,425.73 D2020 Domestic Water Distribution $0.66 $6,057.78 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.46 $0.66 $6,057.78 GPH D3050 Terminal& Package Units $17.65 $161,683.62 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 9160 $17.65 $161,683.62 D4010 Sprinklers $4.08 $37,418.18 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 3114.4 $1.74 $15,982.29 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 6045.6 $2.04 $18,665.79 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.46 $0.30 $2,770.10 D4020 Standpipes $1.29 $11,833.14 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.55 $0.69 $6,295.16 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 2.06 $0.60 $5,537.98 additional floors D5010 Electrical Service/Distribution $9.28 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $2.84 $26,043.13 & wire. 3 chase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $3.14 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $3.31 $30,275.22 120/208 V. 3 phase. 1200 A D5020 Lighting and Branch Wiring $14.99 $137,335.06 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 9160 $5.39 $49,397.77 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 9160 $0.39 $3,574.23 D50201400280 Central air conditioning power, 4 watts 9160 $0.73 $6,687.99 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $0.57 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 10534 $7.90 $72,409.66 10 fixtures Q32watt Der 1000 SF D5030 Communications and Security $4.74 $43,439.19 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 6870 $1.80 $16,500.71 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.46 $2.24 $20,530.49 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.46 $0.70 $6,407.99 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 DRAFT AS OF MAY 23, 2022 67 CD 0 r+. O C CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S E1090 Other Equipment $0.00 $0.00 SubTotal 100% $138.88 $1,272,172.02 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $20.83 $190,825.80 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 68 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel G -121 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052031 Store Front Lutheran Church Code Related Cost 11 ems r Unit Cost Units Unit Total Quantity Accessibility Items Parking Code required accessible parking should be created $ 100.00 Lump Accessible Route A code required accessible route into the building should be created $1,000.00 Lump Restroom Make the restroom fully code compliant $ 0.05 SF Hospitality Area Make the hospitality area fully code compliant $1,000.00 Lump Structural Elements Exiting Flooring Kepair/replace damaged/uneven Tlooring to create a code required unimpeded means for emergency egress Door Hardware Install code compliant door hardware Glass Doors Install code required 10 -inch kick plates on glass doors Exit Signs Install code compliant exit signs Fire Protection Smoke Detectors Install code required smoke detector system Emergency Lighting Install code compliant emergency lighting system Emergency Notification Install code required emergency notification system Sprinkler System Install code required building sprinkler system Fire Caulking Install code required Tire caulKing In tnrougn wall, Tloor, and ceiling penetrations Exterior Construction Block 52 TIF District LHB Project No. 220047 Page 1 of 2 $ 3.34 SF $ 250.00 EA $ 100.00 EA $ 0.25 SF 1 1 9,160 9,160 $ 6 $ 6 $ 9,160 $ 100.00 1,000.00 458.00 1,000.00 30,594.40 1,500.00 600.00 2,290.00 $ 2.24 SF 9,160 $ 20,518.40 $ 0.95 SF 9,160 $ 8,702.00 $ 0.70 SF 9,160 $ 6,412.00 $ 5.37 SF 9,160 $ 49,189.20 $ 0.07 SF 9,160 $ 641.20 Code Deficiency Cost Report Parcel G -121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 69 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Unit Cost Units Unit Total Quantity $ 0.15 SF 9,160 $ 1,374.00 $ 1.27 SF 9,160 $ 11,633.20 $ 17.65 SF 9,160 $ 161,674.00 $ 7.90 SF 9,160 $ 72,364.00 $ 5.39 SF 9,160 $ 49,372.40 Total Code Improvements $ 419,423 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel G - 121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 70 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West 20220127_094420.jpg 20220127_094731.jpg 20220127_094759.jpg 20220127_094442.jpg 20220127_094739.jpg 20220127_094803.jpg 20220127_094827.jpg 20220127_094902.jpg 1 20220127_094514.jpg 20220127_094747.jpg rIF E 20220127_094815.jpg 20220127_094909.jpg DRAFT AS OF MAY 23, 2022 71 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West x t, 20220127_094926.jpg 20220127_094937.jpg 20220127_094952.jpg 20220127_095015.jpg 20220127_095041.jpg 20220127_095058.jpg 20220127_095044.jpg Ak, 20220127_095110.jpg `A 20220127_094949.jpg 20220127_095029.jpg 20220127_095053.jpg 20220127_095156.jpg DRAFT AS OF MAY 23, 2022 72 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West ,I \ 20220127_095204.jpg 20220127_095232.jpg 20220127_095310.jpg 20220127_095613.jpg i= 1 1 20220127_095208.jpg 20220127_095248.jpg 20220127_095313.jpg 20220127_095622.jpg 3 20220127_095221.jpg 20220127_095301.jpg 20220127_095320.jpg 20220127_095724.jpg DRAFT AS OF MAY 23, 2022 73 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West 20220127_104734.jpg 20220127_104747.jpg DRAFT AS OF MAY 23, 2022 74 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 R5Means data Fran M771^rr Square Foot Cost Estimate Report Estimate Name: 113 Broadway W Building Type: Office, 1 Story with Vinyl Clapboard / Wood Frame Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 14 Floor Area (S.F.): 4896 Labor Type: OPN Basement Included: Yes Data Release: Year 2022 Cost Per Square Foot: $231.50 Building Cost: $1,133,408.49 Date: 1/31/2022 C"sts are derived from a building model with basic components. Scope ddferences and market conditions can cause costs to vary significantly. Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $6.98 $34,178.11 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 306 $3.17 $15,543.58 6 KSF. 12" deep x 24" wide A10102107410 Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6 36.11 $3.81 $18,634.53 KSF. 4' - 6" sauare x 15" deer) A1030 Slab on Grade $6.72 $32,912.09 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 4896 $6.72 $32,912.09 A2010 Basement Excavation $4.56 $22,313.81 A20101104620 Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth, 4896 $4.S6 $22,313.81 on site storaee A2020 Basement Walls $18.69 $91,495.22 A20201107260 Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 306 $18.69 $91,495.22 " thick B1010 Floor Construction $29.40 $143,933.22 B10102030860 Cast -in-place concrete column, 12" square, tied, 200K load, 12' story 433.27 $7.98 $39,058.77 h e i e h t. 142 I bs/ L F. 4000 P S I B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4896 $0.68 $3,333.98 BF/MSF. 160 PSF total allowable load B10102221720 Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column, 4896 $17.08 $83,599.20 15'x15' bay, 75 PSF superimposed load, 153 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 406.98 $3.66 $17,941.27 column. 3 hour ratine. 22 PLF B1020 Roof Construction $6.94 $33,978.24 810201024100 Wood roof, flat rafter, 2" x 12", 12" O.C. 4896 $6.94 $33,978.24 B2010 Exterior Walls $11.20 $54,835.20 B20101525170 E.I.F.S., plywood sheathing, 1x8 fascia, R16 insulation, stud wall, 2" x 3427.2 $11.20 $54,835.20 6". 16" O.C.. 4" EPS 82020 Exterior Windows $6.08 $29,789.82 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 37.25 $6.08 $29,789.82 B2030 Exterior Doors $4.61 $22,574.61 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 1.4 $2.37 $11,600.37 hardware. 6'-0" x 10'-0" onenine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 1.4 $1.21 $5,914.35 x 10'-0" onenine 820302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 1.4 $1.03 $5,059.89 x 7'-0" onenine B3010 Roof Coverings $2.35 $11,501.55 830101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 4896 $2.02 $9,889.92 B30106100200 Gutters, box, aluminum, .032" thick, 5", enameled finish 153 $0.26 $1,283.43 B30106200200 Downspout, aluminum, rectangular, 2" x 3", enameled, .024" thick 61.2 $0.07 $328.20 01010 Partitions $4.53 $22,165.26 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 1713.6 $1.93 $9,465.14 16" OC framine.same or)r)osite face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 734.4 $1.38 $6,768.15 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, -ind ntt-intinn inad DRAFT AS OF MAY 23, 2022 75 CD n O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 3427.2 $0.71 $3,498.79 010101280960 Add for the following: taping and finishing 3427.2 $0.50 $2,433.18 C1020 Interior Doors $4.59 $22,457.06 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 15.4 $4.59 $22,457.06 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.45 $2,183.92 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 2.1 $0.45 $2,183.92 03030 Wall Finishes $1.47 $7,189.25 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 4896 $0.86 $4,228.97 Drimer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 3427.2 $0.60 $2,960.28 primer & 2 coats 03020 Floor Finishes $4.92 $24,085.38 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 2937.6 $3.34 $16,356.09 C30204101600 Vinyl, composition tile, maximum 1468.8 $0.72 $3,547.31 C30204101720 Tile, ceramic natural clay 489.6 $0.85 $4,181.98 C3030 Ceiling Finishes $9.36 $45,817.60 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 4896 $9.36 $45,817.60 susoendedsunnon r ■ -®®® D1010 Elevators and Lifts $16.55 $81,006.30 D10101102200 Hydraulic, passenger elevator, 3000 Ib, 2 floors, 100 FPM 1 $16.55 $81,006.30 D2010 Plumbing Fixtures $3.96 $19,380.95 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 2.1 $1.70 $8,317.63 D20102102000 Urinal, vitreous china, wall hung 0.7 $0.21 $1,024.85 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 2.1 $0.78 $3,834.46 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.7 $0.85 $4,154.38 D20108202080 Water cooler, electric, floor mounted, dual height, 14.3 GPH 0.7 $0.42 $2,049.63 D2020 Domestic Water Distribution $1.89 $9,251.06 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.7 $1.89 $9,251.06 GPH D3050 Terminal & Package Units $21.38 $104,661.55 D30501553840 Rooftop, multizone, air conditioner, offices, 10,000 SF, 31.66 ton 4896 $21.38 $104,661.55 D4010 Sprinklers $3.76 $18,412.88 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 4896 $3.76 $18,412.88 D4020 Standpipes $1.96 $9,613.57 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.84 $1.96 $9,613.57 floor D5010 Electrical Service/Distribution $7.87 $38,544.49 D50101200320 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $1.66 $8,111.94 & wire. 3 chase. 4 wire. 120/208 V. 400 A D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 100 $2.06 $10,081.45 A D50102400240 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $4.16 $20,351.10 120/208 V. 3 chase. 600 A D5020 Lighting and Branch Wiring $15.49 $75,856.36 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 4896 $5.39 $26,403.00 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 4896 $0.39 $1,910.42 D50201400280 Central air conditioning power, 4 watts 4896 $0.73 $3,574.72 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $1.08 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 5630.4 $7.90 $38,702.81 10 fixtures 032watt per 1000 SF D5030 Communications and Security $5.60 $27,435.10 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 3672 $1.80 $8,819.59 D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.7 $3.29 $16,109.40 detectors, includes outlets, boxes, conduit and wire D50309100460 Fire alarm command center, addressable without voice, excl. wire & 0.7 $0.51 $2,506.11 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 ■Equipment & Furnishingsrrr rrr rrr DRAFT AS OF MAY 23, 2022 76 N 0 O r N O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 E1090 Other Equipment $0.00 $0.00 SubTotal 100% $201.30 $985,572.60 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $30.20 $147,835.89 Architectural Fees 0.0% $0.00 $0.00 User Fees Total Building Cost 0.0% $0.00 $0.00 Ell DRAFT AS OF MAY 23, 2022 77 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel H -113 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052060 Preferred Title Inc. r Code Related Cost I erns r Unit Cost Units Unit Quantity Total Accessibility Items 300.00 Glass Doors Parking Create code required accessible parking $ 100.00 Lump 1 $ 100.00 Accessible Route 4 $ 400.00 Create a code required accessible route into the building $ 500.00 Lump 1 $ 500.00 Create a code required accessible route to all levels of the building $ 16.55 SF 4,896 $ 81,028.80 Restroom EA 1 $ Modify restoom to comply with accessibility code $ 3.14 SF 4,896 $ 15,373.44 Structural Elements Exiting Thresholds Install code compliant thresholds $ 150.00 EA 2 $ 300.00 Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 4 $ 400.00 Secondary Exiting Modify secondary exit to comply with code $1,500.00 EA 1 $ 1,500.00 Stairs Modify basement stairs to comply with code $ 0.75 SF 4,896 $ 3,672.00 Floor to Ceiling Height Modify basement floor to ceiling height to comply with code $ 20.00 SF 2,448 $ 48,960.00 Exit Signage Install code compliant exit signage $ 0.35 SF 4,896 $ 1,713.60 Emergency Lighting Install code compliant emergency lighting $ 0.70 SF 4,896 $ 3,427.20 Fire Protection Smoke Detectors Install code compliant smoke detector system $ 3.29 SF 4,896 $ 16,107.84 Emergency Notification Install a code required emergency notification system $ 0.51 SF 4,896 $ 2,496.96 Building Sprinkler System Install a code required building sprinkler system $ 5.72 SF 4,896 $ 28,005.12 Exterior Construction Stucco Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel H -113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 78 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 I L pr ..• Related Cost Items Unit Cost Units Unit Quantity Kepair/repiace aamagea/missing exterior stucco to prevent water intrusion per code $ 10.00 SF 300 $ 3,000.00 Roof Construction Roofing Material Remove failed roofing mateial $ 0.20 SF 4,896 $ 979.20 Install roofing material to prevent water intrusion per code $ 2.35 SF 4,896 $ 11,505.60 Mechanical- Electrical Mechanical Install code compliant HVAC system $ 21.38 SF 4,896 $ 104,676.48 Electrical Install code compliant lighting system $ 7.90 SF 4,896 $ 38,678.40 Install code compliant electrical wiring system $ 5.39 SF 4,896 $ 26,389.44 Total Code Improvements $ 388,814 Energy Code Block 52 TIF District LHB Project No. 220047 Code Deficiency Cost Report Page 2 of 2 Parcel H -113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 79 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 DRAFT AS OF MAY 23, 2022 80 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_091710.jpg 20220127_091939.jpg 20220127_092243.jpg 20220127_092316.jpg 20220127_091816.jpg 20220127_091942.1ipg 20220127_092246.jpg 20220127_092339.jpg 2 20220127_091930.jpg 20220127_092115.jpg 20220127_092247.jpg �6 Q x n 20220127_092344.jpg DRAFT AS OF MAY 23, 2022 81 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_092356.jpg 20220127_092455.jpg 20220127_092904.jpg 20220127_093034.jpg 20220127_092411.jpg 20220127_092819.jpg 20220127_092908.jpg 20220127_093044.jpg 3 20220127_092440.jpg 20220127_092852.jpg 20220127_092919.jpg 20220127_093058.jpg DRAFT AS OF MAY 23, 2022 82 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_093108.jpg AF ■ t\ 20220127_093407.jpg 20220127_093627(1).jpg 20220127_093326.jpg 20220127_093437.jpg VA I IF ■ � \ 'i e 20220127_093627 (4).jpg 20220127_093627 (2).jpg . am 20220127_093627 (5).jpg 4 20220127_093353.jpg 20220127_093518.jpg Mg. MAE ' -- iS}� r, 20220127_093627 (3).jpg 20220127_093627 (6).jpg DRAFT AS OF MAY 23, 2022 83 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_093627 (7).jpg 20220127_093627 (10).jpg 20220127_093627 (13).jpg 20220127_093627 (16).jpg 20220127_093627 (8).jpg 20220127_093627 (11).jpg Y 20220127_093627(14).jpg 20220127_093627 (17).jpg 5 20220127_093627 (9).jpg ft.w..M 20220127_093627 (12).jpg 20220127_093627 (15).jpg 20220127_093627 (18).jpg DRAFT AS OF MAY 23, 2022 84 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West •Foy: , 20220127_093627(19).jpg 20220127_093627(20).jpg 20220127_093627(22).jpg —dEL2, rMN VNIM a 20220127_093705.jpg 20220127_093916.jpg te; - 20220127_093650.jpg 20220127_093749.jpg 20220127_093942.jpg 6 20220127_093627 (21).jpg 20220127_093658.jpg 1 i 20220127_093846.jpg 20220127_094019.jpg DRAFT AS OF MAY 23, 2022 85 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_094043.jpg 20220127_094217.jpg 20220127_095834.jpg 20220127_094048.jpg 20220127_095810.jpg 20220127_095859.jpg 20220127_094153.jpg 20220127_095831.jpg 20220127_095901.jpg DRAFT AS OF MAY 23, 2022 86 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 RSMeans data rear oaworwir Square Foot Cost Estimate Report stimate Name: 107 Broadway W Building Type: Commercial, 2 Story E.I.F.S. / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 12.00 Floor Area (S.F.): 3440 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cost Per Square Foot: $189.55 Building Cost: $652,052.92 Date: 1/31/2022 Costs are derived from a building model wdh basic componenu. Scope differences and market conditions can cause cosu to vary significantly. Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $10.36 $35,628.95 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 204 $5.77 $19,865.11 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 204 $3.51 $12,078.43 6 KSF. 12" deer) x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 3.44 $1.07 $3,685.41 KSF. 6' - 0" souare x 20" deer) A1030 Slab on Grade $3.36 $11,562.25 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 1720 $3.36 $11,562.25 A2010 Basement Excavation $0.18 $631.86 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 1720 $0.18 $631.86 on site storage B1010 Floor Construction $21.32 $73,333.41 B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 1720 $0.34 $1,171.25 BF/MSF. 160 PSF total allowable load B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 1720 $0.34 $1,171.25 BF/MSF. 160 PSF total allowable load B10102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 1720 $11.59 $39,870.44 0 16". 20'x20' bay. 75 PSF LL. 102 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 652.8 $8.37 $28,777.97 column. 3 hour ratine. 22 PLF B1020 Roof Construction $1.84 $6,312.40 B10201023800 Wood roof, flat rafter, 2" x 10", 24" O.C. 1720 $1.84 $6,312.40 B2010 Exterior Walls $16.11 $55,422.72 B20101525100 E.I.F.S., plywood sheathing, 1x8 fascia, R4 insulation, stud wall, 2" x 3916.8 $16.11 $55,422.72 4". 16" O.C.. 1" EPS 82020 Exterior Windows $9.90 $34,045.51 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 42.57 $9.90 $34,045.51 B2030 Exterior Doors $1.61 $5,551.44 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.34 $0.83 $2,852.71 hardware. 6-0" x 10'-0" or)enine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.34 $0.42 $1,454.43 X 10'-0" opening B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.34 $0.36 $1,244.30 x 7'-0" oneniniz B3010 Roof Coverings $1.38 $4,746.90 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 1720 $1.01 $3,474.40 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 102 $0.25 $851.46 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 81.6 $0.12 $421.04 .0 0" thick C3030 Partitions $3.52 $12,099.66 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 963.2 $1.55 $5,320.27 16" OC framine.same or)r)osite face. 0 insul C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 3916.8 $1.16 $3,998.62 C10101280960 Add for the following: taping and finishing 3916.8 $0.81 $2,780.77 C1020 Interior Doors $4.68 $16,082.09 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 11.03 $4.68 $16,082.09 flush. 3'-0" x 7-0" x 1-3/8" DRAFT AS OF MAY 23, 2022 87 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1030 Fittings $0.26 $895.10 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 0.86 $0.26 $895.10 C2010 Stair Construction $0.82 $2,817.64 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 1.2 $0.82 $2,817.64 14 risers C3010 Wall Finishes $3.35 $11,520.50 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 3916.8 $0.69 $2,377.07 orimer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 2752 $0.98 $3,383.18 primer & 2 coats C3020 Floor Finishes $4.92 $16,922.73 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 2064 $3.34 $11,492.02 C30204101600 Vinyl, composition tile, maximum 1032 $0.72 $2,492.39 C30204101720 Tile, ceramic natural clay 344 $0.85 $2,938.32 03030 Ceiling Finishes $9.36 $32,192.11 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 3440 $9.36 $32,192.11 susnendedsu000rt ' ■ -®® D2010 Plumbing Fixtures $2.77 $9,521.76 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 0.86 $0.99 $3,409.05 D20102102000 Urinal, vitreous china, wall hung 0.34 $0.15 $504.05 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 0.69 $0.37 $1,257.27 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.52 $0.89 $3,064.87 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.52 $0.37 $1,286.52 D2020 Domestic Water Distribution $0.66 $2,274.98 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.17 $0.66 $2,274.98 GPH D3050 Terminal& Package Units $17.65 $60,719.61 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 3440 $17.65 $60,719.61 D4010 Sprinklers $4.08 $14,052.24 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 1169.6 $1.74 $6,002.08 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 2270.4 $2.04 $7,009.86 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.17 $0.30 $1,040.30 D4020 Standpipes $1.29 $4,443.89 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.21 $0.69 $2,364.12 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.77 $0.60 $2,079.77 additional floors D5010 Electrical Service/Distribution $24.72 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $7.57 $26,043.13 & wire. 3 chase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $8.35 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $8.80 $30,275.22 120/208 V. 3 Dhase. 1200 A D5020 Lighting and Branch Wiring $15.95 $54,863.63 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 3440 $5.39 $18,551.13 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 3440 $0.39 $1,342.29 D50201400280 Central air conditioning power, 4 watts 3440 $0.73 $2,511.65 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $1.53 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 3956 $7.90 $27,193.15 10 fixtures 032watt Der 1000 SF D5030 Communications and Security $4.74 $16,313.41 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 2580 $1.80 $6,196.77 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.17 $2.24 $7,710.14 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.17 $0.70 $2,406.50 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 ..uipment & Furnishingsrrr rrr rrr E1090 Other Equipment $0.00 $0.00 DRAFT AS OF MAY 23, 2022 88 I -I CD 0 O C CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees User Fees 100% $164.83 $567,002.54 15.0% $24.72 $85,050.38 0.0% $0.00 $0.00 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 89 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S TIF PROJECT TITLE REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel J -107 Broadway West, Monticello, Minnesota 55362 Parcel ID 155010052070 Accessibility Items Structural Elements Exiting Thresholds Modify thresholds to comply with code for maximum height Secondary Egress Install a code required secondary egress Carbon Monoxide Detectors Install code required carbon monoxide detectors Flooring Kepair/replacea aamagea tlooring to create an unimpeded means for emergency egress per code Stairway Modify stairway to comply with code Fire Protection Smoke Detectors Install code compliant smoke detector system Emergency Lighting Install code required emergency lighting Emergency Notification System Install code required emergency notification system Building Sprinkler System Install a code required building sprinkler system. Ground Fault Circuit Interrupters Install code required GFCI's Arc Fault Circuit Interrupters Install code required AFCI's Exterior Construction Windows Replace failed windows to prevent water intrusion per code Roof Construction Block 52 TIF District LHB Project No. 220047 Page 1 of 2 Building Name or Type Apartment $ 250.00 Lump 1 $ 250.00 $ 5,000.00 Lump 1 $ 5,000.00 $ 250.00 EA 3 $ 750.00 $ 2.34 SF 3,440 $ 8,049.60 $ 0.82 SF 3,440 $ 2,820.80 $ 2.24 SF 3,440 $ 7,705.60 $ 1.75 SF 3,440 $ 6,020.00 $ 0.70 SF 3,440 $ 2,408.00 $ 7.37 SF 3,440 $ 25,352.80 $ 150.00 EA 3 $ 450.00 $ 150.00 EA 6 $ 900.00 $ 9.90 SF 3,440 $ 34,056.00 Code Deficiency Cost Report Parcel J -107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 90 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Pr Unit Cost Units Unit Total Quantity $ 0.50 SF 3,440 $ 1,720.00 $ 1.38 SF 3,440 $ 4,747.20 $ 17.65 SF 3,440 $ 60,716.00 $ 7.90 SF 3,440 $ 27,176.00 $ 5.39 SF 3,440 $ 18,541.60 Total Code Improvements $ 206,664 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel J - 107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 91 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel J: 107 Broadway West r_ 20220127_095958.jpg 20220127_100052.jpg IMG_3754.jpg i IMG_3758.jpg IMG_3761.jpg IMG_3755.jpg IMG_3759.jpg IMG_3762.jpg 1 20220127_100159.jpg IMG_3756.jpg a IMG_3760.jpg IMG_3763.jpg DRAFT AS OF MAY 23, 2022 92 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel J: 107 Broadway West IMG_3764.jpg IMG_3767.jpg 41 IM G_3770.jpg IM G_3773.jpg DRAFT AS OF MAY 23, 2022 IMG_3765.jpg IMG_3768.1ipg IMG_3771.jpg IMG_3774.jpg 2 IMG_3766.jpg FL IMG_3769.jpg IMG_3772.jpg 93 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FLS Means data men SMIAnr Square Foot Cost Estimate Report Estimate Name: 101 Broadway W Building Type: Office, 2 Story E.I.F.S. / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 12.00 Floor Area (S.F.): 1850 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cost Per Square Foot: $263.18 Building Cost: $486,890.40 Date: 1/31/2022 Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $19.69 $36,430.90 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 220 $11.58 $21,423.16 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 220 $7.04 $13,025.76 6 KSF. 12" deeo x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 1.85 $1.07 $1,981.98 KSF. 6' - 0" sauare x 20" deep A1030 Slab on Grade $3.36 $6,218.07 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 925 $3.36 $6,218.07 A2010 Basement Excavation $0.18 $339.81 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 925 $0.18 $339.81 on site storaee 81030 Floor Construction $29.05 $53,736.80 B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 925 $0.34 $629.89 BF/MSF. 160 PSF total allowable load B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 925 $0.34 $629.89 BF/MSF. 160 PSF total allowable load B10102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 925 $11.59 $21,441.95 (a) 16". 20'x20' bay. 75 PSF LL. 102 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 704 $16.78 $31,035.07 column. 3 hour ratine. 22 PLF B1020 Roof Construction $1.84 $3,394.75 B10201023800 Wood roof, flat rafter, 2" x 10", 24" O.C. 925 $1.84 $3,394.75 B2010 Exterior Walls $32.31 $59,769.60 B20101525100 E.I.F.S., plywood sheathing, 1x8 fascia, R4 insulation, stud wall, 2" x 4224 $32.31 $59,769.60 4". 16" O.C.. 1" EPS B2020 Exterior Windows $19.85 $36,715.74 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 45.91 $19.85 $36,715.74 B2030 Exterior Doors $1.61 $2,985.52 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.18 $0.83 $1,534.16 hardware. 6'-0" x 10'-0" ooenine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.18 $0.42 $782.18 x 10'-0" ooenine B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.18 $0.36 $669.18 x 7'-0" ooenine 83010 Roof Coverings $1.75 $3,240.81 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 925 $1.01 $1,868.50 B301061000SO Gutters, box, aluminum, .027" thick, 5", enameled finish 110 $0.S0 $918.25 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 88 $0.25 $454.06 .020" thick C3010 Partitions $6.60 $12,218.23 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 518 $1.55 $2,861.19 16" OC framina.same 0000site face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 222 $1.11 $2,045.93 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, -ind attanuatinn in -I C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 4224 $2.33 $4,312.24 C10101280960 Add for the following: taping and finishing 4224 $1.62 $2,998.87 DRAFT AS OF MAY 23, 2022 94 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1020 Interior Doors $4.68 $8,648.80 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 5.93 $4.68 $8,648.80 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.26 $481.37 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 0.46 $0.26 $481.37 C2010 Stair Construction $0.82 $1,515.30 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 0.65 $0.82 $1,515.30 14 risers 03030 Wall Finishes $2.66 $4,926.89 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 1480 $0.69 $1,278.37 primer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 4224 $1.97 $3,648.52 primer & 2 coats C3020 Floor Finishes $4.92 $9,100.89 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 1110 $3.34 $6,180.30 C30204101600 Vinyl, composition tile, maximum 555 $0.72 $1,340.39 C30204101720 Tile, ceramic natural clay 185 $0.85 $1,580.20 C3030 Ceiling Finishes $4.84 $8,954.00 C30302106800 Acoustic ceilings, 3/4" mineral fiber, 12" x 12" tile, 1" x 3" wood, 12" 925 $4.84 $8,954.00 OC erid. wood sunoort D2010 Plumbing Fixtures $2.77 $5,120.72 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 0.46 $0.99 $1,833.36 D20102102000 Urinal, vitreous china, wall hung 0.18 $0.15 $271.07 D20103101S60 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 0.37 $0.37 $676.15 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.28 $0.89 $1,648.26 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.28 $0.37 $691.88 D2020 Domestic Water Distribution $0.66 $1,223.46 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.09 $0.66 $1,223.46 GPH D3050 Terminal& Package Units $17.65 $32,654.44 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 1850 $17.65 $32,654.44 D4010 Sprinklers $4.08 $7,557.16 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 629 $1.74 $3,227.86 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 1221 $2.04 $3,769.84 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.09 $0.30 $559.46 D4020 Standpipes $1.29 $2,389.88 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.11 $0.69 $1,271.40 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.42 $0.60 $1,118.48 additional floors D5010 Electrical Service/Distribution $45.97 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $14.08 $26,043.13 & wire. 3 phase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $15.53 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $16.36 $30,275.22 120/208 V. 3 phase. 1200 A D5020 Lighting and Branch Wiring $17.26 $31,938.87 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 1850 $5.39 $9,976.63 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 1850 $0.39 $721.87 D50201400280 Central air conditioning power, 4 watts 1850 $0.73 $1,350.74 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $2.85 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 2127.5 $7.90 $14,624.22 10 fixtures 032watt per 1000 SF D5030 Communications and Security $4.74 $8,773.20 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 1387.5 $1.80 $3,332.57 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.09 $2.24 $4,146.44 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.09 $0.70 $1,294.19 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 DRAFT AS OF MAY 23, 2022 95 CD 0 r+. O C CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S E1090 Other Equipment $0.00 $0.00 SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees User Fees 100% $228.86 $423,382.96 15.0% $34.33 $63,507.44 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Ell DRAFT AS OF MAY 23, 2022 96 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel K -101 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 15501002090 "What The Art" Building Code Related Cost Items Unit Cost Units n .. Quantity Accessibility Items Parking Create code required accessible parking $ 100.00 Lump 1 $ 100.00 Accessible Routes Create a code required accessible route into the building $ 500.00 Lump 1 $ 500.00 Restroom Modify restroom to comply with accessibility code $ 1.77 SF 1,850 $ 3,274.50 Structural Elements Exiting Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 4 $ 400.00 Thresholds Modify thresholds to comply with code for maximum height $ 250.00 Lump 1 $ 250.00 Door Hardware Install code compliant door hardware $ 250.00 EA 6 $ 1,500.00 Internal Passageways Modify internal passageways to comply with code for minimum width $ 5,000.00 Lump 1 $ 5,000.00 Stairs Modify stairs to comply with code $ 0.82 SF 1,850 $ 1,517.00 Flooring Kepainreplace aamagea flooring to create an unimpeaea means Tor emergency egress per code $ 4.06 SF 1,850 $ 7,511.00 Exit Signs Install code compliant emergency exit signs $ 0.95 SF 1,850 $ 1,757.50 Fire Protection Fire Caulking Install code required Tire caulKing in all tnrougn wall, floor, and ceiling penetrations $ 0.25 SF 1,850 $ 462.50 Smoke Detectors Install code required smoke detector system $ 2.24 SF 1,850 $ 4,144.00 Emergency Lighting Install code compliant emergency lighting system $ 1.90 SF 1,850 $ 3,515.00 Emergency Notification Install a code required emergency notification system $ 0.70 SF 1,850 $ 1,295.00 Sprinkler System Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel K - 101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 97 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Code Related Cost Items Install a code required building sprinkler system Exterior Construction Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install a code compliant HVAC system Electrical Install a code compliant lighting system Install a code compliant electrical wiring system Remove non code compliant electrical extension cords Energy Code Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Unit Cost Units Unit Total Quantity 9,934.50 $ 1.00 SF 925 $ 925.00 $ 1.75 SF 925 $ 1,618.75 $ 17.65 SF 1,850 $ 32,652.50 $ 7.90 SF 1,850 $ 14,615.00 $ 5.39 SF 1,850 $ 9,971.50 $ 25.00 Lump 1 $ 25.00 Total Code Improvements $ 100,969 Code Deficiency Cost Report Parcel K -101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 98 CD 0 C 0 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100029.jpg 20220127_100105.jpg 20220127_100159.jpg 20220127_100239.jpg rt = 20220127_100030.jpg 20220127_100118.jpg ..�..., s. --w -.x s. ■ 20220127_100220.jpg s 20220127_100256.jpg 1 I 20220127_100056.jpg 20220127_100152.jpg 3 20220127_100233.jpg 20220127_100308.jpg DRAFT AS OF MAY 23, 2022 99 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100317.jpg r 20220127_100333.jpg 20220127_100347.jpg �A Sk 20220127_100418.jpg 20220127_100323.jpg f 20220127_100339.jpg WNW 1.� 20220127_100402.jpg r. i. r 20220127_100426.jpg 2 a Elmo 20220127_100325.jpg 20220127_100345.jpg 20220127_100407.jpg 20220127_100430.jpg DRAFT AS OF MAY 23, 2022 100 V CD n rt O� C CD TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100433.jpg 20220127_100551.jpg 20220127_100659.jpg 20220127_100729.jpg 20220127_100518.jpg 20220127_100619.jpg 20220127_100709.jpg 20220127_100741.jpg 3 20220127_100534.jpg 20220127_100656.jpg 20220127_100716.jpg 20220127_100745.jpg DRAFT AS OF MAY 23, 2022 101 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100751.jpg 20220127_100821.jpg 20220127_100915.jpg 20220127_101120.jpg 20220127_100757.jpg 20220127_100824.jpg 20220127_100918.jpg 20220127_101133.jpg 4 20220127_100802.jpg 20220127_100910.jpg 20220127_100928.jpg 20220127_101440.jpg DRAFT AS OF MAY 23, 2022 102 NORTHLAND PUBLIC FINANCE MEMORANDUM To: Jim Thares, City of Monticello From: Tammy Omdal Date: May 19, 2022 Re: Proposed Tax Increment Financing District No. 1-45 (Block 52) The City of Monticello (the "City") and the City of Monticello Economic Development Authority (the "EDA) received an application for financial assistance from Deephaven Development LLC (the "Developer") for the construction of a mixed-use five -story building on Block 52 in downtown Monticello (the "Project"). The Project pro forma includes 87 rental housing units and approximately 27,342 square feet of commercial retail and office space, with 83 lower -level parking spaces and 114 adjacent off-street parking stalls. A public hearing will be opened on May 23, 2022, and continued to June 27, 2022, to consider the establishment of Tax Increment Financing (Redevelopment) District No. 1-45 within Central Monticello Redevelopment Project No. 1(the "TIF District"). The boundaries of the TIF District will include 13 of the 16 tax parcels within Block 52 (the "Property"). Following the public hearing on June 271h the City Council may consider the establishment of the TIF District. The City Council establishment of the TIF District provides the authority for the EDA to consider use of tax increment to assist the Project. The purpose of this memorandum is to provide information on tax increment financing (TIF) authority and process for establishing the TIF District, along with a summary of the proposed plan for the TIF District (the "TIF Plan"). Background The estimated cost for the Project is approximately $24.6 million, which is based on the Developer's pro forma as of May 3, 2022. The Developer's request for public financial assistance is to assist with the extraordinary costs of redevelopment and construction of the Project. The Developer has represented that it will not undertake the Project as proposed without the approval of the requested public financial assistance. It is Northland's opinion that the Project as proposed, which includes enclosed parking, is unlikely to occur but for the proposed public financial assistance, inclusive of the TIF. Without public financial assistance, the Project is not expected to achieve the level of debt service coverage and returns needed to secure the necessary private financing and equity. Without the enclosed parking, the Project as proposed would not be feasible and the density (number of housing units) would need to be reduced. Northland finds that it is reasonable for the EDA to consider public financial assistance for the Project as necessary so that development by private enterprise will occur on the Property. The Project, inclusive of the higher level of density, is Northland Securities, Inc. 150 South Fifth Street Suite 3300, Minneapolis, MN 55402, Main Tel. 612-851-5900 www.northlandsecurities.com Member FINRA and SIPC I Registered with SEC and MSRB Monticello TIF District 1-45 May 19, 2022 Page 2 possible only with the construction of the enclosed parking, which will not occur solely through private investment within the reasonably foreseeable future. Public Financial Assistance Due to the extraordinary costs associated with acquisition and development of the Project, the Developer is seeking public financial assistance from the EDA in the form of conveyance of the land for $1.00 and pay -go TIF assistance. The estimated market value of the property to be conveyed from the EDA to the Developer is $1,484,100. The EDA plans to use tax increment collected from the TIF District to reimburse itself for the value of the land conveyed to the Developer for the Project. The conveyance of land to the Developer will be for only a portion of the land within the TIF District. The City will retain land for public purpose, including parking. The application from the Developer includes a request for approximately $5.5 million (net present value) in public financial assistance for the Project. The amount and terms for assistance, a business subsidy remain under discussion with the Developer. The TIF Plan provides the framework, or the not to exceed budget for consideration of terms for assistance. Exhibit A provides a summary of the estimated tax increment cash flow from the TIF District available to reimburse the Developer and the EDA for eligible costs for the Project. Exhibit B provides the budget as included in the TIF Plan. Exhibit C includes the Developer's estimated construction budget and source of financing. Monticello TIF District 1-45 May 19, 2022 Page 3 Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.5% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36%. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. Exhibit A City of Monticello Monticello Tax Increment Financing District No. 1-45 (Redevelopment) Block 52 Projected Tax Increment Cash Flow Less Taxable Present TIF Taxes Original Captured Original Market Net Tax Value of District Payable Net Tax Net Tax Tax Rate Available TIF Value Capacity P y Available Year Year Capacity Capacity 3 2 5 (TMV) 4 TIF 1 2025 18,500,000 262,011 20,009 242,003 96.982% 233,854 217,486 2 2026 18,777,500 265,941 20,009 245,933 96.982% 237,651 429,922 3 2027 19,059,163 269,931 20,009 249,922 96.982% 241,506 637,421 4 2028 19,345,050 273,979 20,009 253,971 96.982% 245,419 840,093 5 2029 19,635,226 278,089 20,009 258,080 96.982% 249,390 1,038,048 6 2030 19,929,754 282,261 20,009 262,252 96.982% 253,421 1,231,391 7 2031 20,228,700 286,494 20,009 266,486 96.982% 257,513 1,420,226 8 2032 20,532,131 290,792 20,009 270,783 96.982% 261,666 1,604,656 9 2033 20,840,113 295,154 20,009 275,145 96.982% 265,880 1,784,780 10 2034 21,152,715 299,581 20,009 279,572 96.982% 270,159 1,960,695 11 2035 21,470,005 304,075 20,009 284,066 96.982% 274,501 2,132,497 12 2036 21,792,055 308,636 20,009 288,627 96.982% 278,908 2,300,279 13 2037 22,118,936 313,265 20,009 293,257 96.982% 283,382 2,464,133 14 2038 22,450,720 317,964 20,009 297,956 96.982% 287,923 2,624,147 15 2039 22,787,481 322,734 20,009 302,725 96.982% 292,532 2,780,410 16 2040 23,129,293 327,575 20,009 307,566 96.982% 297,209 2,933,006 17 2041 23,476,233 332,488 20,009 312,480 96.982% 301,958 3,082,021 18 2042 23,828,376 337,476 20,009 317,467 96.982% 306,778 3,227,535 19 2043 24,185,802 342,538 20,009 322,529 96.982% 311,669 3,369,629 20 2044 24,548,589 347,676 20,009 327,667 96.982% 316,634 3,508,380 21 2045 24,916,818 352,891 20,009 332,882 96.982% 321,674 3,643,867 22 2046 25,290,570 358,185 20,009 338,176 96.982% 326,788 3,776,163 23 2047 25,669,928 363,557 20,009 343,549 96.982% 331,981 3,905,342 24 2048 26,054,977 369,011 20,009 349,002 96.982% 337,251 4,031,476 25 2049 26,445,802 374,546 20,009 354,537 96.982% 342,599 4,154,635 26 2050 26,842,489 380,164 20,009 360,155 96.982% 348,028 4,274,887 7,476,274 TOTAL = Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.5% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36%. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. Monticello TIF District 1-45 May 19, 2022 Page 4 Exhibit B City of Monticello Monticello Tax Increment Financing District No. 1-45 Preliminary Budget Block 52 Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 6,973,000 Interest and investment earnings 35,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 7,008,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 1,484,100 Site improvements/preparation costs 2,621,758 Utilities - Other public improvements - Administrative costs 163,713 Estimated Tax Increment Project Costs 4,269,571 Estimated financing costs Interest expense 2,865,115 Total Estimated Project/Financing Costs to be Paid from Tax Increment 7,134,686 Estimated Financing Total amount of bonds to be issued 7,134,686 Monticello TIF District 1-45 May 19, 2022 Page 5 Exhibit C City of Monticello, MN Block 52 87 Unit Residential Apartment and Commercial Building Developer Sources and Uses of Funds for Construction Total % of Total Per Unit ($) Sources of Funds First Mortgage 18,468,385 75.0% 212,280 Equity 6,156,128 25.0% 70,760 Total Sources of Funds 24,624,513 100.0% 283,040 Uses of Funds Acquisition - 0.00% - Construction and improvements 18,346,185 74.50% 210,876 Construction Management Fee 1,071,114 4.35% 12,312 Existing conditions/ selective site demolition 250,000 1.02% 2,874 Construction contingency 1,060,000 4.30% 12,184 Permitting and municipal fees 1,326,100 5.39% 15,243 Financing costs 1,500,000 6.09% 17,241 Developerfee payable at closing 1,071,114 4.35% 12,312 Total Uses of Funds 24,624,513 100.00% 283,040 Number of Residential Units 87 Notes: 1. Developer is seeking the conveyance of the land from the City/EDA for a dollar. 2. Total includes approximately 27,342 SF of commercial space on first floor. 3. Total use of funds may change following negotiations with the EDA for terms for assistance, and certain costs that may be paid directly by the City/EDA. MONTICELLO MIXED USE RIVER STREET 4 OVER 2 PODIUM MIXED USE BUILDING LOWER LEVEL PARKING 1st FLOOR COMMERCIAL i 2nd FLOOR RESIDENTIAL I 3rd FLOOR RESIDENTIAL 4th FLOOR RESIDENTIAL I5th FLOOR RESIDENTIAL MEZZANINE MECH./LOFTS (19) EFFICIENCY UNIT (17) ONE BEDROOM (3) ONE BEDROOM + DEN (40) TWO BEDROOM (2) TWO BEDROOM + LOFT (6) THREE BEDROOM (87) TOTAL UNITS BROADWAY LOWER LEVEll BROADWAY OPTION MONTICELLO MINED USE J w oC cn z J Q 4th FLOOR RIVER STREET BROADWAY H w w o� cn w z E: OPTION MONTICELLO MINED USE J W w oc cn z J Q 5th FLOOR RIVER STREET BROADWAY w w o� cn w z H: OPTION MONTICELLO MINED USE J W Lu oc cn z J Q MEZZANINE RIVER STREET BROADWAY w w o� cn w z H: ,it 25 I_ �H7 LOGO lol!F.t NSUMNm FILL ,it Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. 11 In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 Development Assumptions 0 Sustainability - Focus on sustainability, open space and wetland preservation throughout City. Q Infill Development - New service commercial and light industrial infill. Q Conservation Neighborhoods - Single-family housing developed as conservation subdivisions in a clustered fashion mitigating impacts to sensitive areas. Q Industrial Expansion - Full build out and expansion of Otter Creek Industrial Park and growth around future Interchange. Q Multi -Family Housing - New multi -family infill development near core of downtown and other focus areas. 0 New School - New elementary and middle school campus with environmental focus. Q Downtown - Downtown plan implementation thriving with new commercial, mixed-use and public realm improvements. Q Mississippi River - Focus on River with new access, connections and rive rfront trail. 0 New Employment Center - New industrial business park developed around new interchange with green technology, renewable energy, manufacturing and other uses. 0 Xcel Facility - The Xcel Monticello Nuclear Generating Plant is licensed through 2030 and will seek relicensing to 2040. Q Annexation Area - Portions of the Orderly Annexation Area are designated as an Urban Reserve for future development. Development would likely include conservation single-family cluster subdivisions. Note: The Preferred Scenario guidance and mapping provided in the Vision Report will be further refined during the Comprehensive Plan process. This map is not the City of Monticello's final Land Use Plan. This map provides initial guidance for the next phase of the project, the Comprehensive Plan, and will be further detailed and refined. D INCREMENTAL, SUSTAINABLE Growth Scenario The preferred development scenario is the result of community feedback on the four previous scenarios and the community's vision. The community envisions Monticello in 2040 as an environmentally and economically sustainable community that has experienced strong, balanced growth. Key Preferred Scenario Aspects Downtown Focus 6 Industrial and Employment Q New School 0 Conservation Neighborhoods Otter Creek Industrial Park M —I pr- "FA- ft - Technology, Renewable Energy, OManufacturing & Distribution Warehousing ILI Potential School Site with U Retail and Commercial Trails and Open Space AN H , Multi -Family 10-18 Unit/Acre Commercial/Residential Mix (Neo Traditional) Development Residential (South) 8-10 Units/Acre �A Downtown Mixed Use 10-18 Unit/Acre '. LRegionalOriented� Commercial _ Service Commercial and Light Industrial Infill A DOWNTOWN MIXED-USE (DMU) The Downtown Mixed -Use designation applies to the area of Monticello commonly known as the Downtown and further identified in the 2017 Downtown Monticello "Small Area Plan". This designation includes a commitment to retain Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues. The purpose is to create a Downtown that is lively throughout the day and into the evening at all times of the year. Typically uses include retail, restaurants, local serving offices and services, as well as residential uses above the ground floor. Some ground floor residential uses may be allowed along Walnut, Cedar, 3rd or 4th Streets among others, subject to the location and discretion of the City. Commercial • Retail • Offices • Personal Services • Professional Services • Restaurants/Cafes • Recreation and Entertainment Residential • Multi -Family Residential Recreational • Parks/Playgrounds Primary Mode Pedestrian -friendly streetscape AVehicular (slow speeds) Secondary Mode G�b Bicycle facilities and parking 11 Transit or shuttle service • Density - 25+ units/acre (Medium to High Density Residential) • Floor Area Ratio (FAR) 0.50 to 4.0 • Height - Up to 6 stories • Lot Area - N/A Hyl 2018 Correlating J Zoning District CCD Community Commercial District («(« LAND USE, GROWTH AND ORDERLY ANNEXATION LAND USE, GROWTH AND ORDERLY ANNEXATION GOALS Listed below are the land use goals which were informed by the Community Vision. For the complete set of policies and strategies for the goals refer to the Implementation Chapter. GOAL 1: GROWTH AND CHANGE A City that prioritizes growth inward by concentrating development activities within the existing cityboundaries and grows or develops into the OrderlyAnnexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. MENOL GOAL 2: COMPLETE NEIGHBORHOODS A City that prioritizes growth inward by concentrating development activities within the existing city boundaries and grows or develops into the Orderly Annexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. Successful, vibrant commercial centers and corridors that can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture. GOAL 4: REVITALIZED MIXED-USE DOWNTOWN A revitalized mixed-use downtown that embraces the River and serves as the heart of the community and focus of civic activity that is lively throughout the day and night consisting of a variety of dining, shopping, recreation, celebrating, gathering and living opportunities. ii L 5: ACTIVE EMPLOYMENT CENTERS Monticello as a strong and growing regional employment center including a variety of economic sectors established as the preferred location for manufacturing, technology, research, and development, and home to a diverse mix of businesses and industries. An open space"frame around and woven throughont►c�mplemented by the Mississippi River, Bertram Chain of Lakes Regional Park, other local and regional parks, trails and recreation areas which together protect the City's natural resources, lakes, wetlands and woodlands, and provide opportunities for recreation, enhance visual beauty, and shape the City's character. MONTICELLO 2040 VISION + PLAN 95 Background and Purpose The purpose of this Plan is to attract and direct investments on the core blocks of Downtown Monticello, MN over the next 10 years. The Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments. Together, these investments will create a human -scaled environment that encourages gathering, socializing, visiting and enjoying on a daily basis - throughout the year. The improvements outlined in this Plan aim to build on the unique qualities of Monticello to make the Downtown yet more attractive to those who have chosen to live and do business in the community. Specifically, the Plan seeks to promote Broadway Street as a storefront district with restaurants and specialty retail, celebrate the River for its recreational, connective and economic qualities, reinvigorate a downtown housing market with multiple, appropriately scaled, infill projects, and improve the experience of Pine Street for all users. The plan is ambitious, but achievable. Over time and upon completion, the plan would usher in up to 500 new units of downtown housing, new restaurants overlooking the river, and unique retail and services on Broadway. Momentum can be established in the next few years. Primary projects to be completed within five years include: redevelopment of Block 52, Walnut Street connection to River Street and infill housing on Walnut Street. Implementation of this Plan will create two legacies. The first will be a revitalized Downtown with an economy and attractions that benefit all residents of Monticello. Equally important, however to the physical improvements described above will be the legacy of new partnerships and civic cooperation that are essential to and will result from coordinated actions. The ideas set forth in this Plan come from the vested interest of the Monticello community through a broad public outreach effort. The realization of these ideas rely on a coordinated, cooperative, and active public sector working in tandem with an entrepreneurial private sector The result will be a lively Downtown for all in Monticello, a place that embodies both its history and future aspirations. Goals � � eo 000 v c ����i=\ F71 F7 F rn�l Improve Pine Street for All Users C STI C" Shift the Center of Town to Walnut and Broadway Encourage Small and Medium Scaled Investments "` _X City of Monticello Downtown Small Area Plan I Executive Summary 0 NOTE:7his illustration depicts new deveopment on both private and public properties. The plan does not 1 du compel private property owners to change anything regarding how they use their land. Rather, the Plan is a /i� t. guide for change if the property owner chooses to do so. Please see page—for an illustration of the Master Plan as it applies to publicly held properties only. The f City will endeavor to work with' existing business who wish to remain, revitalize and expand in the downtown_ City of Monticello Downtown Small Area Plan I Executive Summary 0 Downtown is For Everyone Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people - including dining, recreation, celebrating, gathering, shopping and living. Illustrative Master Plan The Plan above describes a potential long term build out of the core blocks of Downtown Monticello. Character Areas Similar to the Embracing Downtown Plan, the Plan divides the study area into four different character Areas. The purpose of this is to create sub -areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. Character Area: Riverfront A redesigned Park with an amphitheater and better relationship to Downtown will help connect the River to Downtown Character Area: Walnut Street and Cedar Street Walnut and Cedar Streets will fill in with new housing (2-4 stories) that adds to the market strength of downtown and provides additional housing choices for new and existing residents of Monticello. Their intersections with Broadway will be improved to make it easier to walk to the Riverfront v am Ew Character Area: Broadway Monticello's Main Street will transition over time from a street with primarily services, to one with unique retail and restaurants. t Character Area: Pine Street (TH 25) The community will reclaim Pine Street by maintaining it's width and adding pedestrian amenities and local serving commercial uses. City of Monticello Downtown Small Area Plan I Executive Summary 0 Frameworks Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, they all fail. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. Framework: Open Space and Parks (Primary recommednations) • Improve Riverfront Parks to accommodate more programming and events • Redesign Walnut Street and River Street to allow for park extention during events • Convert vacant lots on Broadway to small pocket parks • Utilize River islands for additional natural park space • Create pedestrian refuges or enhanced building entry ways on the corners of blocks along Pine Street • Enliven open spaces with public art wherever possible Framework: Access and Circulation • Emphasize connectivity throughout the Core, with pedestrian and bike friendly streets, a complete sidewalk system, and connectivity to the in -town neighborhoods. • Promote a "complete streets" policy that balances the needs of all users in the Downtown. • Manage and improve the grid system to support connectivity and access throughout Downtown • Work with MnDOT to improve Pine Street for users of Downtown Monticello, including additional signals, maintaining the River Street signal and supporting an additional river crossing • Improve pedestrian crossings of Broadway at Walnut and Cedar to improve access to the Riverfront • Reconnect Walnut Street with River Street Framework: Development and Land Use • Riverfront District with destination restaurant and entertainment uses, as well as housing • Broadway District with shopfront retail and restaurant uses beneath housing and offices • In -town neighborhoods extend to Walnut and Cedar Street with new infill housing 2-4 stories (apartments and townhouses) Additional recomendations are included in the Framewoirks Section pages 25-32 :N 9 Open Space and Parks J 7� Access and Circulation Development and land Use Immediate Next Steps and Implementation 1. Improve the physical environment with streetscape, benches, programming, and art. 2. Bolster Broadway with a facade improvement program and retail recruitment. 3. Aggressively market development opportunities such as Block 52 and infill housing on Walnut and Cedar Street 4. Enact the appropriate policies, programs and incentives that enable the type of development described in the Plan. How is This Plan Related to the Embracing Downtown Plan and the Comprehensive Plan? In 2010, the City of Monticello completed the "Embracing Downtown Plan". The full area considered to be "Downtown Monticello"extends from Interstate I-94 to the Mississippi River, and generally from Cedar Street to Maple Street. The Embracing Downtown Plan was adopted as an appendix to the Comprehensive Plan. Changes in the retail marketplace overall, and more specifically market changes and reinvestments in downtown Monticello, have created a need to develop a new planning perspective for the core blocks of the downtown. This document therefore is an update to the 2008 Monticello Comprehensive Plan and to the Embracing Downtown Plan for the Downtown. This Plan will replace the Embracing Downtown plan as an appendix to the Comprehensive Plan. City of Monticello Downtown Small Area Plan I Executive Summary 0 Project Goals I Shift the Center and Double Down on Broadway. Over time the travel and use patterns of Downtown have changed - altering the overall experience of downtown. Up until 1960, despite Broadway's designation as a State Highway (152) most travel was local. However, as the region grew, Monticello became a crossroads - thereby burdening Broadway and Pine Street with high volumes of through traffic and widened streets. Today, the Broadway / Pine Street intersection is one of the most traveled intersections in the region. Whereas that quality makes for great visibility, it also makes for a poor pedestrian experience and poor access to adjacent properties. Broadway, west of Pine Street, is relatively lightly traveled and unlike Broadwway east of Pine Street, it has retained its pedestrian scale. Furthermore, the City has developed successful parks at the end of Cedar Street and Walnut Street. Therefore, an opportunity exists to fully extend Walnut and Cedar Street down to the park and grow the downtown mercantile district towards the riverfront along Broadway. Improve the Pine Street Experience for Everyone. Whether passing through Monticello along Pine Street (TH 25), trying to cross Pine Street by foot, or going to a business along Pine Street, the experience of using Pine Street is generally a negative one for all users. The environment of Pine Street projects a negative image and it is a divider between the east and west side of the town. Whereas Pine Street will always be a heavily traveled street, it does not need to be a negative experience. The community can take it back, claiming it for more appropriate development types, making it safer, more pleasant, and attractive for all users. Lots of Small Investments, a few medium ones and just one or two big ones. Monticello, despite it's growth, is proud to be a small town. Small towns develop charm and character through a series of small incremental investments that together add up to help a place become memorable and beloved. Simple investments such as new awnings, improved lighting and well maintained landscaping can make a big impression. Small buildings that fit on vacant parcels or otherwise underutilized land can happen quickly - adding vitality to a community. By promoting a high quantity of smaller investments (1/4 block and smaller) and medium scaled redevelopment projects (up to 1/2 block in scale), the Downtown will become more diverse, more lively, more responsive and adaptable to changes in the market place. A few medium scaled investments, warranted by a strong market or a strategic need, are important and valuable. But they should be carefully scaled and implemented so as to not disrupt the fragile fabric of the small town. r 11 Engage and love the riverfront. Go beyond the Swan. Great places have unique assets that differentiate them from others. Monticello has the Mississippi River. This defining feature can be further utilized to the benefit of Monticello residents and businesses. A riverfront that is well connected with blue and green trails, is publicly accessible and is activated throughout the day and the year can become a defining feature for the City and an important driver of economic activity. City of Monticello Small Area Plan I Goals and Objectives Character Areas: Purpose The Plan divides the study area into four different Character Areas. The purpose of this is to create sub- areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. eWalnut Street JEW- 1114�=r Q Broadway 0 Pine Street How does the Plan Balance Flexibility with Predictability The Plan describes a Vision for Downtown as a lively place with pedestrian scaled spaces and building. The Plan favors human scaled spaces over vehicular scaled spaces; multiple small investments over single large investments and coordinated actions over individual directions. The Plan is based on time -tested approaches to town building and urban design as well as the strong sentiments received in the public process. This vision is described in words and illustrations throughout the document. Generally, the Character Area Section uses illustrative drawings to describe the feel and image of a place while the Frameworks section generally uses conceptual diagrams that convey broad ideas and concepts. Together, the Plan gives directions for how to arrange buildings, infrastructure and open space so the resulting ensemble is consistent with the Vision. The use of both illustrative, precise, and diagrammatic illustrations is intentional in an effort to create predictability and offer flexibility. This is a long range plan that relies on a multitude of investors working in a coordinated manner. Therefore the correct balance of predictability and flexibility is important because a balance of predictability and flexibility attracts investment while the lack of predictability and flexibility repels investment. Adoption of this Plan by City Council is intended to be a strong statement of predictability because it sets in motion several public actions designed to implement the Vision of the Plan. So, while the Plan (in locations) is exact and precise, it recognizes that the end result may or may not look exactly like the illustrations because individual investors and developers will interpret the Plan slightly different, each adding their own expertise and nuance to the Plan. This is encouraged because it will add richness and nuance to the end result. City of Monticello Downtown Small Area Plan I Character Areas M Riverfront Riverfront Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective from Walnut street, looking across a redesigned West Bridge Park Despite being a town born on the River, the Downtown does not take great advantage of its unique location. Broadway is a block removed from the Riverfront and the main connection to the River, Walnut Street, ends in a staircase. The entry experience to Monticello from the north is mundane with vacant properties and a thick wall of trees that obscures potential views to public spaces and Downtown. The Riverfront Character Area will become a proud new public gathering space for Downtown Monticello that compliments Broadway and the full Monticello Park System. The Plan recommends redesigning the riverfront parks so they are more visible, accessible, active and flexible and promoting development that takes advantage of access to the river. A new park will be capable of handling larger crowds for events, and will be more accessible and usable on a daily basis with additional amenities and features designed for everyday use. The Plan promotes access to the riverfront by extending Walnut Street to connect to River Street. It will be designed as a multi- use street that can be closed for farmers markets, gatherings, and other events. The Plan recommends and leveraging public property of Block 52 to create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and the river. Public parking is maintained on Block 52 and added to River Street. existing _r Bridge Park River St Block 52 Broadway Site Sections Through Block 52 and West Bridge Park 0 Redesign Riverfront parks to ©Encourage new housing include more active events and surrounding the riverfront programming in West Bridge Park parks on vacant and (amphitheater, water feature, underutilized parcels concessions) and passive uses in Maintain and improve the east bridge park. 0 intersection at River Street 0 Add parking and sidewalks to and Pine Street. River Street 0 Improve the underpass of OStreet Reconnect Walnut Street to River design Pine Street at the River. with a that allows Walnut Street be for © Consider a seasonal bridge to used to the island to provide events and park expansion. additional recreational OWork with the private sector to activity to east and west create a signature development Bridge park on Block 52, with market rate housing and a restaurant that overlooks the Park Precedent Images City of Monticello Downtown Small Area Plan I Character Areas Broadway Broadway Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective on Broadway, looking west with a pocket park across the street Broadway - west of Pine Street - has remained physically intact as Downtown's primary storefront district. Broadway is relatively well-maintained and home to several services and community anchors such as the Cornerstone Cafe. However, with growth of retail along the highway and elsewhere in town, Broadway is no longer a competitive location for general retail. The Plan recommends re -positioning the center of Downtown from the Pine/Broadway intersection to the Broadway/Walnut intersection. This will be partially accomplished with intersection improvements that make it easier to cross Broadway at Walnut Street. This should include curb extensions, fewer through lanes, clearer crosswalks, blinkers and eventually as warranted, a four-way stop sign. These improvements will increase the flow of pedestrian and bike traffic to the river and in between stores on both sides of Broadway. Small pocket parks can be developed on vacant lots mid -block on Broadway. These spaces can serve as convenient pedestrian connections between parking areas mid bloc and the sidewalks on Broadway. In addition, they can be small plazas with seating for resting, gathering, and even restaurants if the buildings next to them can be opened up to the pocket parks. Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Existing Proposed Pedestrian 75 Feet 63 Feet Crossing width Across Broadway East -bound Left Turn Lane Stacking Capacity 8 Cars 21 Cars 0 Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Block 52 Block 52 (Public ownership in blue) Block 52 is a key block in the Downtown. It is highly visible and it sits on the West Bridge Park. The site slopes approximately 15' from Broadway to River Street. Broadway and Walnut contain mercantile buildings of varying quality. River Street has vacant parcels and underutilized buildings. lllll� Active Frontage Flexible Frontage (either Active or Residential) Frontage And Ground Floor Uses Active frontages (high transparency) and uses (retail and restaurants) should be located on Broadway, Walnut, and the west half of River Street. The remainder of the block is flexible - it can have either residential or active frontages. llllll� Building Setback l� Pocket Park & Open Space Setbacks, Pocket Parks & Open Space Buildings should define the perimeter of the Block. Minor setbacks (5'-10') for overhangs, seating, and display of goods is permitted on Broadway and Walnut. A more generous setback is permitted on Pine due to traffic volumes and access. Attached corner plazas are encouraged on the northwest corner of the block and permitted on the northeast and southeast corners. lllll� Surface Parking Access Way Parking & Servicing Access to mid block parking is encouraged on Pine Street and Walnut St. Parking should have minimal exposure to Broadway, River or Walnut St but should be large enough to replace the existing public parking lot on the block and should be expandable if the south side of the block redevelops. Careful consideration should be given to visibility and access to parking from Pine St since that will be the primary access as the site will be approached from the Bridge. Extra signage or a turning lane may be required. t1 rTaik<1�1 %\ Qr •• � st ,lam 1 � E► Bred -� C a� dy ■ Options The two illustrations above show potential options for development on Block 52 - both adhering to the guidelines. The top illustration shows new development on Broadway, articulated at a Main Street scale, with a corner plaza and a covered pass through as a form of pocket park. The bottom illustration shows a single corner development on Broadway, with a pocket park. Approaching Downtown from the Bridge Block 52 is the Gateway Block to Downtown from the Bridge. It is important to create an easy way for visitors to access mid -block parking as they approach downtown. The image to the left shows the approach - with enhanced landscaping, a turn lane, and clear signage to direct drivers to parking mid -block. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Purpose Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, others are impacted. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors to act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. — Required Retail Frontage — Small Retail Opportunities Commercial Mixed -Use Multi -Family Housing Public Employment Pa rk/Open S pace/Cemetery �♦ 1 .♦ ♦• 1 Core Study Area Frameworks: Land Use and Development Development patterns that support social interaction, local character, and a compact connected and walkable environment. General Approach The Land Use Plan promotes a development pattern that recognizes the essential role that Downtowns plays in the communities they serve. Successful Downtowns tend to be places that serve many functions for the full cross section of the community throughout the year and across generations. They are places to gather, eat, live, shop, celebrate, protest, recreate, meet, be entertained, and to visit. They are places that promote social interactions and the unique creative expression of the community. At their best, Downtowns are places that exude pride because they represent the best the community has to offer. In order to promote these ideals, this Plan favors policies and development patterns that improve downtown for those who currently use it and patterns that support the places that people value. Therefore, development patterns and land uses in this Plan seek to support the Main Street character of Broadway, the importance of Walnut Street as a promenade to the River, regional and local needs of Pine Street, and the riverfront as the birthplace of the City. This Plan also recognizes the traditional (and still relevant) role of Downtown Monticello as well as the changing nature of small Downtowns throughout the country. In doing so, the Plan is committed to retaining the small scale shopfront District on Broadway by encouraging uses that value "experience" over "convenience". At the same time, the Plan encourages Pine Street (the regional face of downtown) to develop as a corridor that emphasizes convenience and accessibility. Together, both Broadway and Pine Street can complement each other to create a downtown that attracts a wide range of investments. Physically, the Plan favors compact walkable small town design with a fine grained mix of uses. The Plan arranges development types and land uses so valued places are supported, and new investments can add to the overall vitality of downtown. Recommendations • Create a Center to Downtown that is active throughout the day and into the evening - year round. The Walnut / Broadway Intersection should become the heart of this area. • Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. • Improve the entry experience from the north. • Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and wither housing or offices above. • Create a development pattern on Pine Street that benefits from high visibility and regional access. • Infill Walnut Street and Cedar Street with mid scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Parks and Open Spaces Parks, Plazas, and Sidewalks that are lively, safe and pleasant to be in. ®® j eroda Wdy � Improved Pedestrian 0 and Bicycle Crossing ■ Community Parks Neighborhood Parks E� Pocket Parks WestBridge _, Ppm East Bric Park erodawdy ®� Seasonal Bridge Public Gardens Convertible Streets Pedestrian Promenade to River Proposed Bituminous Trail Connections oonno Existing Bituminous Trial ® ® ® ® MRTTrail Sledding Hill General Approach Parks and Open Space play an important role in distinguishing the Downtown from other areas of Monticello. Unlike much of Monticello where parks are generally programmed for recreational / sports and defined by trees and greenery, the parks downtown should focus on gathering and general social interaction as well as planned events. Therefore, in order to support and enhance the environment for downtown residents and businesses, this Plan expands the definition of parks beyond the valued park spaces that are already in use - namely Front Street Park, East and West Bridge Park. The Downtown Parks should also take in consideration the needs of new downtown residents and visitors. Upon implementation of this plan, several hundred new residents will be living in the downtown. It is likely that new downtown housing will be more compact and with less outdoor space than typical single family homes. Inevitably this will result in park demands that don't currently exist. Meeting these needs is a great opportunity to further develop a well designed and well connected park and open space system. Fla Illustrative Master Plan: East and West Bridge Park Recommendations • Redesign East and West Bridge park to include an amphitheater, water feature, riverfront access, picnicking, and additional space for passive park use. • Improve Front Street Park to include improved boat landing and space for nature oriented programming. • Connect the two Bridge Parks with Front Street Park with improved pathways and trails. Design all three parks as a single park with multiple uses. • Provide access to the islands with a seasonal bridge • Create small pocket parks mid block on Broadway to offer plazas that connect to parking lots in the middle of the block. • Redesign Walnut Street between River Street and Broadway as a special street that can be closed and used for festivals and events throughout the year. • Consider all sidewalks for opportunities to enhance greenery and public art. Emphasize Walnut Street, River Street and Broadway as the main pedestrian corridors in Downtown. • Use public art throughout the parks and corridors to distinguish Downtown as a place of cultural expression and celebration. • Work closely with local businesses, residents (new and existing) to ensure local parks and open spaces are appropriately designed and programmed for their varied needs. • Modify the Embracing Downtown Plan that recommends off street bike paths on Pine Street. In lieu of this off-street path, create north / south bike access to the river along Walnut and Cedar through a complete streets policy. Encourage bicycle crossing of Pine Street at 4th, River and 7th Street. • Maintain sidewalks and paths along TH25 City of Monticello Downtown Small Area Plan I Character Areas Frameworks: Circulation and Access A complete network of flexible streets that favors the needs of residents, businesses, and visitors. 01, 0 Traffic Calming IM11 Improved Pedestrian Crossing AW (J4 Signalized Intersection F� Access Way © Surface Parking - - - Interstate 94 mmm= Pine Street (MN 25) ', mmm= Broadway Street (CSAH 75) Pedestrian Promenade to River Add Sidewalks to Complete Grid General Approach The design of the streets (and the full right of ways) in downtown have a significant bearing on how downtown functions and feels. The rights-of-way in the Downtown should be designed to create a comfortable and safe physical environment that encourages a range of activities and development types. The Plan recommendations, therefore, favor a high quality, well-connected, and flexible street system that facilitates all users of downtown - especially those who are using and not passing through Downtown. With two main roads bisecting downtown, traffic volumes are relatively high. This provides an opportunity to capture additional business downtown, but it also can have a deleterious impact on the pedestrian and business environment in some locations. Recognizing this situation, previous Plans have emphasized Walnut Street as a main pedestrian connection to the River (not Pine Street). This Plan supports that idea and offers several ways in which that can be further achieved. This Plan departs from previous Plans in that it also encourages pedestrian activity on streets other than Walnut - this includes, Broadway, Pine Street and Cedar. While the Plan recognizes the regional function of Broadway and Pine, the Plan strives to balance this function with the local needs of community connectivity, aesthetics, pedestrian safety, and multi -modal travel. Successful Downtowns are not just easy to get to, they are pleasant to be in and to stay for multiple reasons. Therefore, this Plan, discourages future road widenings that would have further negative impacts on pedestrians Downtown - especially along the primary pedestrian corridors and districts. In lieu of road widenings, the Plan champions an well connected and balanced urban street grid system that can be programmed to flex and contract as needed to meet all the needs of Downtown. Accomplishing this goal will require a series of smaller interventions (signal timing, street connections, traffic controls, traffic calming, time -of -day -parking restrictions, modified property access, etc.) in lieu of wholesale street widening that would likely have a negative physical impact on the built environment of Downtown. The Plan also supports a street network where the Level of Service for pedestrians, transit riders, and cyclists are considered on equal terms to those of motorists and delay measurements from modelling are considered as a portion of overall average trip, not in isolation. Recommendations • Connect Walnut Street to River Street • Maintain the River Street / Pine Street signal as the formal entrance to Downtown and an important pedestrian connection across Pine Street. • Add a traffic signal at 4th and Pine to help balance the grid and turning movements at the Pine / Broadway Intersection. • Modify Walnut / Broadway and Cedar / Walnut Broadway intersection to prioritize pedestrian crossings and access to the river. • Narrow the travel lanes on Walnut Street, add parallel parking, where possible and ensure continuous safe and pleasant sidewalks. • Add sidewalks at the perimeter of blocks where they are not currently present • Discourage direct property access to Pine Street; favoring the side streets wherever possible with through -block lanes or easements. • Allow direct property access to Block 52 from Pine Street in order to reduce volumes at the Pine / Broadway intersection. • Discourage deceleration lanes; encourage speeds that do not require them. • Consider traffic calming at River Street and Locust (or Linn) to prevent excessive speeds - similar to River Street and Cedar Street as an example City of Monticello Downtown Small Area Plan I Character Areas N Parking Recommendations Strategy Recommendation Create a parking program that focuses on creating available spaces for different user groups. Pilot a shared parking program in which private parking is shared with the "public." Priority #1 Maximize use of existing parking supply Enhance pedestrian access to existing parking lots by developing small pocket parks on Broadway Expand and clarify on -street parking supply on all blocks in downtown. Invest in and implements a comprehensive parking signage and Strategically invest in information wayfinding system. Continually monitor occupancy, availability and utilization of and technology parking throughout downtown Complete the sidewalk system in Downtown to make walking more Improve mobility options to reduce comfortable. Encourage bicycle access to Downtown with bike racks and clearly parking demand designated bike routes. Revise zoning code to better support walkable development in the Downtown core. Revise the zoning code to incentivize sharing of parking and Simplify and leverage the zoning code underground parking for residential buildings. Require Transportation Demand Management program for all development above a certain size. Adjust on street regulations and operations to maximize flexibility Enhance parking administration and at the curb Establish formal collaboration between the City, County, and other operations parking stakeholders. Provide Additional public parking as Strategically invest in public and shared parking supply in key needed locations. Key Principles for New Parking Supply • Ensure that parking is shared and open to the public to the greatest degree possible. • Manage new parking as part of the larger system so that prices and regulations primarily incentivize use by long-term parkers. If off street parking is more expensive than on street parking, people will continue to circle and create congestion. • Include technology and wayfinding that makes parking easy to locate and use. • Contribute to the downtown environment by supporting strong urban design, pedestrian access and safety, and promote street activity via ground floor uses. Specific Block By Block Recommendations Block 52: • provide 50 surface spaces for public use mid block when developing north half of block • locate residential parking underground • restripe Walnut Street with wider sidewalks for short term parking • provide short term on -street parking on River Street • expand public surface lot (50 spc) to south side of block when redeveloped. Block 51 • combine surface lots midblock • locate residential parking underground • provide short term on -street parking on River Street • provide short term on -street parking on Locust Street Block 35 • expand mid -block lot (15 spc)when redeveloping south west corner of block. • consider a midblock parking structure. This would require the re-routing of midblock utilities in order to preserve space for housing or other development to face the street. • locate residential parking underground Block 36 • maintain and expand mid block lot (15 spc) when redeveloping southwest corner of block • locate residential parking underground • provide short term on -street parking on 3rd Street Other • work with property owners on blocks 31, 32, 18,17 to create shared parking arrangements City of Monticello Downtown Small Area Plan I Character Areas N S M T W T F S 2 3 4 5 6 7 8 10 11 12 13 - 15 16 17 18 19 20 21 22M 24 25 26 27 - S M T W T F S 2 3 4 5 6 7 8 10 11 12 13M 15 16 17 18 19 20 21 22M 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 4 5 6 7 8 10 12 13 14 15 16 17 18 19 20 21 22M 24M 26 27 28 29 30 31 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12MIM 14 15 16 17 18 19 20 21 - 23 24 25 26 . 28 29 30 City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. 1-45 Redevelopment TIF District Block 52 Public Hearing on May 23 February 23 EDA considers TIF application from developer February 23 EDA request City Council call for hearing March 14 City Council calls for public hearing March 18 Preliminary Draft TIF Plan distributed April 12 Last day for written notice to County Commissioner April 22 Last day for notice and TIF plan and fiscal implications to County and School District May 3 Planning Commission review May 9 Last day to submit public hearing notice to newspaper, by 4pm May 12 Public hearing notice published in the newspaper May 23 Public hearing opened and continued to June 27 May 28 New 30 day notice sent to County and School District (provided updated TIF Plan) May 28 Updated letter to county commissioner informing of continued public hearing date June 8 EDA approval of TIF, subject to Council approval June 13 Last day to submit public hearing notice to newspaper, by 4pm June 16 Public hearing notice published in the newspaper for continued public hearing June 27 Continued public hearing date and establishment of TIF District * Timing of request for certification of the TIF District may occur before or after June 30, 2022. Timing will depend on specific facts for the project and timing for commencement of the project. Notes: 1City Council regular meeting dates. 2 Economic Development Authority (EDA) regular meeting dates. 3 Planning Commission regular meeting dates. 4 City publication dates need to be confirmed by City. .-6-. NORTHLAND PUBLIC FINANCE 5/19/2022 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, May 23, 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 (Redevelopment) District No. 1-45 (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 469.108 1, 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. 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 Error! Unknown document property name. City Council Agenda: 05/23/2022 4A. Consideration of adopting Ordinance 777 amending Title VII, Chapter 71 Recreational Motor Vehicles, Summary Ordinance for publication, and Ordinance 778 amending the fee schedule Prepared by: Meeting Date: ❑ Consent Agenda Item City Clerk 05/23/2022 ® Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director City Administrator ACTION REQUESTED Motion to adopt Ordinance amending Title VII, Chapter 71— Recreational Motor Vehicles, Summary Ordinance for publication, and Ordinance 778 amending the fee schedule. REFERENCE AND BACKGROUNG The City of Monticello currently has an ordinance regulating recreational vehicles. Staff requests that City Council consider updating the ordinance to reference Minnesota State Statutes and make further amendments to allow specified recreational vehicles to operate in the city. The current ordinance prohibits the use of certain recreational vehicles on city streets and provides regulations for their use on private property. Staff proposes to amend the ordinance to allow Class 2 ATVs to operate on city streets per State Statute as well as allow Class 1 ATVs and golf carts to operate in designated areas. Other specialty vehicles such as electric -assisted bicycles, motorized foot scooters, segways or electric personal assistive mobility devices will also be allowed per Minnesota State Statute. The one exception relates to snowmobiles, which remain only allowed to proceed out of town to permitted trails/roads. The changes are noted in red in the ordinance. Staff frequently receives inquiries from residents on the use of both ATVs and golf carts. After multiples discussions with the Wright County Sheriff's Office, staff's recommendation is to allow the use of both of these recreational vehicles, with restrictions, in specified areas (neighborhood streets and golf course). These areas will be designated on a map prepared by staff and available at City Hall. A permit process has been established as noted in the revised ordinance. The use of Class 1 and Class 2 ATVs and golf carts will require the completion of an application/registration. The approved application and registration sticker will be mailed to the applicant and will be valid for three years. The cost of the permit/registration sticker is proposed to be $50. Staff requests that City Council approve the ordinance amending the fee schedule to account for this fee. City Council Agenda: 05/23/2022 The ordinance was drafted with input from the Wright County Sheriff's Office and reviewed by the City Attorney. The ordinance will take effect on June 1, 2022. Budget Impact: The cost of the permit stickers and publishing of ordinance. II. Staff Workload Impact: Staff in City Clerk's office can expect to allow for time to process the permits. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approval of the ordinance and summary ordinance for publication as submitted. SUPPORTING DATA A. Draft Ordinance 777 B. Draft Ordinance 778 C. Draft ATV/Golf Cart Map D. DNR Regulations Ordinance 777 Ordinance amending Title VII, Chapter 71— Recreational Motor Vehicles SECTION 1: Chapter 71 is hereby amended as follows: Section 71.01 Purpose and intent 71.02 Definitions 71.03 Permitted operation of a recreational motor vehicle 71.04 Restrictions of recreation motor vehicles 71.05 Designation of public areas for use 71.06 Minimum equipment requirements 71.07 Compliance 71.99 Penalty § 71.01 PURPOSE AND INTENT. The purpose of this chapter is to provide reasonable regulations for the use of recreational motor vehicles on public and private property in the city. It is intended to protect life, property, and to prevent public nuisances. No section hereafter shall be construed to minimize regulations set forth in M.S. Ch. 168 (Motor Vehicle Registration), as it may be amended from time to time, M.S. Ch. 169 (Motor Vehicle Operation)/(Driver License Regulations), as it may be amended from time to time, and M.S. §§ 84.81 et seq. (Snowmobile Regulations), as it may be amended from time to time. (Prior Code, § 9-3-1) § 71.02 DEFINITIONS. For the purpose of this chapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning. ALL -TERRAIN VEHICLE or VEHICLE. Has the meaning given in M.S. § 84.92, subd. 8, as it may be amended from time to time. CLASS 1 ATV. "r "TV +h-,+ h -,r, -Fy lessh,.,,ess onn r Rds A Class 1 all - terrain vehicle means an all -terrain vehicle that has a total width from outside of tire rim to outside of tire rim that is 50 inches or less. CLASS 2 ATV. "n "TV that haS tetaI d-Fy wefirth+ „f onn +„ 1540-0- peunds. A Class 2 all -terrain vehicle means an all -terrain vehicle that has a total width from outside of tire rim to outside of tire rim to outside of tire rim that is greater than 50 inches but not more than 65 inches. DRIVER -OPERATOR. Every person who drives or operates and is in actual physical control of a recreational vehicle. ELECTRIC -ASSISTED BICYCLES. A device with two or three wheels: a saddle and full operable pedals for human propulsion; and an electric motor that is: 1,000 watts or less, incapable of propelling faster than 20 miles per hour, incapable of further increasing the speed of the device when human power alone is used to propel the vehicle at a speed of more than 20 miles per hour and disengages or ceases to function when the vehicles brakes are applied. GOLF CART. A self-orooelled three or four -wheeled vehicle desienated for and common used for transportation on a golf course that is limited in engine displacement of less than 800 cubic centimeters and total dry weight of less than 800 pounds. Vehicles that are required to be registered with the Minnesota Department of Natural Resources do not fall within the definition of a golf cart for purposes of this code. MOTORIZED FOOT SCOOTER. A device with handle bars designed to be stood or sat uaon the operator, and powered by an internal combustion engine or electric motor that is capable of propelling the device with or without human propulsion, and that has no more than two 12 - inch or smaller diameter wheels and has an engine or motor that is capable of a maximum speed of 15 miles Der hour on a flat surface with not more than 1 Dercent erade in anv direction when the motor is engaged. OWNER. A person, other than a lien holder, having the property in or title to a recreational motor vehicle entitled to the use or possession thereof. RECREATIONAL MOTOR VEHICLE (RMV). ^ self-^ic^^^ll^^- vehicle desigRed f^r tr_a ,^i ^ SReW, ice, eF Rat6lFal te-Fraip stp-P-1ced by wheels, skis, eF Fuppelcr,. SPA,AxMebiles, Class I , Class 2 ATV, 1JTV, gelf caFts, ge GaFtS, FF1iRi bikes, d6ine buggies, and tFail bikes are all • Anv self-Droaelled vehicle and anv vehicle DroDelled or drawn by a self-Droaelled vehicle used for recreational purposes including, but not limited to trail bike, off-highway motorcycle, as defined by Minn. Stat. 4 84.787. subd. 7. as it mavbe amended from time to time. or other all - terrain vehicle as defined by Minn. Stat. 84.90 and Minn.Stat. § 84.92, subd. 8-10 as it may be amended from time to time. or motorized ao-carts. hovercraft.or motor vehicle licensed for highway operation, which is being used for off-road recreational purposes, but not including motorized golf carts, personal electric mobility devices, motorized footscooters, neighborhood electric vehicles, medium -speed electric vehicles, or mini -trucks. SEGWAYS OR ELECTRIC PERSONAL ASSISTIVE MOBILITY DEVICE. A self -balancing device with two tandem wheels, designed to transport not more than one person, and operated by an electric propulsion system that limits the maximum speed of the device to 15 miles per hour. SNOWMOBILE. A self-propelled vehicle designed for travel on snow or ice steered by skis or runners. (Prior Code, § 9-3-2) § 71.03 PERMITTED OPERATION OF A RECREATIONAL MOTOR VEHICLE. The following recreational motor vehicles shall be specifically permitted. (A) c+�-An All -terrain vehicle Class 2 ATV as defined Minn. Stat. § 84.92 subd. 10 shall be permitted to operate on city street, or other city roadway and parking lot designed for vehicular trnffir (1) Owner -operator must present proof of registration and display if the registration is required by M.S. §84.92, as it may be amended from time to time and must be permitted by the citv. fee set forth in the citv's fee schedule. (B) Snowmobiles may epee be operated for general recreational use as a direct route for access to and from the operator's residence for the purpose of entering or leaving the city on the extreme right-hand side of the right-of-way streets, roadways, or alleys that are used for other public motor vehicular travel and that are under the jurisdiction of the city and follow all regulations described in M.S. § 84.87, subd. I, as it may be amended from time to time. Map of desienated route on file at Citv Hall. (D) Owner -operator must hold valid insurance complying with M.S. § 656.48, subd. 5, as it may be amended from time to time. (E) Class 1 and Class 2 ATVs, golf carts and snowmobiles shall obey all city and state traffic laws when operating vehicles on city streets. (Prior Code, § 9-3-3) F) A Class 1 ATV and eolf-carts as Dermitted by the Citv and allowed in saecific locations as noted in the City of Monticello Class 1 ATV/Golf Cart Street Map. Application for a permit must be made on a form with fee set forth in city fee schedule supplied by the city and must contain all of the following information: (1) The registered owner's name, address, and telephone number; (2) The make, model, year and ATV or golf cart; (3) Proof of insurance. The applicant must provide evidence of insurance in compliance with the provisions of Minnesota Statutes; (4) Current driver's license or reason for not having a current license: and (5) Golf carts and Class 1 ATVs are only permitted to be operated on designated city streets. Designated streets are those which are considered to be local in nature, under Monticello jurisdiction, and 30 mph or less. Golf Carts and Class 1 ATVs are not permitted to travel down County, State, or roads built with State -Aid funds. The streets which are designated for golf cart operation are shown on the city's ATV/Golf Cart Street Map, which is on file and of record with the City Clerk. Golf carts and Class 1 ATVs are permitted to cross over anv non -designated street or hiahwav that intersects a designated city street. With this exception, golf carts and Class 1 ATVs shall not. for anv period of time or distance. travel down anv streets or hiRhways not permitted for golf cart use. (H) Motorized Foot Scooters as defined by Minn. Stat. §169.011, Subd. 46, may be erated within the city pursuant to and in accordance with Minn. Stat. §169.225. (1) Segways or Electric Personal Assistive Mobility Devices as defined by Minn. Stat. §169.011, Subd. 26, may be operated within the city pursuant to and in accordance with Minn. Stat. §169.212. (J) Electronic Assisted Bicycles as defined by Minn. Stat. §169.011, Subd. 27, may be erated in the citv aursuant to and in accordance with Minn. Stat. 4169.223. § 71.04 RESTRICTIONS OF RECREATION MOTOR VEHICLES. (A) Recreational motor vehicles shall not be allowed, except as specifically permitted in this chapter. (B) It is a misdemeanor for any person to operate any recreational motor vehicle as listed below. (1) Class 1 and Class 2 ATVs and snowmobiles may operate with the fell i^^ (a) Between the hours of 11:00 p.m. and 7:00 a.m. within 300 feet of a residence, except that „n Cri.day aR d Sa F day n ghtS aR d eveRiRgS pFeGediRg ThaRkSgiViRg (b) At a rate of speed greater than reasonable, prudent, or proper under all the surrounding circumstance, but in no case exceeding 15 mph for snowmobiles and 20 mph for Class 2 Class 1 ATV; (c) On publicly owned land, including school, city street, park property, playgrounds, or recreation areas, nor on any sidewalks or pathways in the city provided for pedestrian and/or bicycle travel; (d) Class 2 Class 1 and Class 2 ATVs cannot be operated on the road ditch bottom or outside ditch slope unless on a trail designated f^r Class 2 AT -V; (e) At any place in a careless, reckless, or negligent manner so as to endanger or be likely to endanger any person or property or to cause injury or damage thereto; (f) On private property or another without specific permission of the owner or person in control of the property; (g) While under the influence of alcohol or drugs as defined in M.S. § 169A.20, as it may be amended from time to time; (h) So as to intentionally chase, run over, or kill any animal; (i) On any roadway, shoulder, or inside bank or slope of any city trunk, county state aid, or county highway in the city, except as provided in this chapter, nor shall operation on any such highway be permitted where the roadway directly abuts a public sidewalk or walkway; and (j) Without headlight and taillight lighted at all times if the vehicle is equipped with headlight and taillight. (k) Without a brake operational by either hand or foot. (1) No person under 18 years of age shall operate a Class 2 ATV while carrying a passenger except for a parent or lawful guardian. (2) All etheF r eati. nal meteF vehicles, ncluding but t limited tClass 1 ATVr no ., � ATVs-,- M A-t-llri-zed golf GaFs, ge aFto MiRi_bikeo GIUR e buggies Rd Utility task Vehicles aFe Ret permitted eR aRY E+ty stFeet, eeYRtyeF state highway,sidewalk, pathW4 anetheF (Prior Code, § 9-3-4) Penalty, see § 71.99 § 71.05 DESIGNATION OF PUBLIC AREAS FOR USE. The City Council may designate areas for use of recreational motor vehicles by approval of a majority of the members of the Council upon public notice being given. (Prior Code, § 9-3-5) § 71.06 MINIMUM EQUIPMENT REQUIREMENTS. (A) Class 1 ATV, Class 2 ATV and Snowmobiles: (1) Standard mufflers shall be properly attached and in constant operation to reduce the noise of operation of the motor to the minimum necessary for operation. No person shall use a muffler cutout, by-pass, straight pipe, or similar device on a recreational motor vehicle motor. The exhaust system shall not emit or produce a sharp popping or crackling sound. (2) Brakes shall be adequate to control the movement of and to stop and hold under any conditions of operation. (3) At least one clear lamp shall be attached to the front with sufficient intensity to reveal persons and vehicles at a distance of at least 100 feet ahead during the hours of darkness under normal atmospheric conditions. The head lamp shall be so that glaring rays are not projected into the eyes of an oncoming vehicle operator. It shall also be equipped with at least one red tail lamp having a minimum candlepower of sufficient intensity to exhibit a red light plainly visible from a distance of 500 feet to the rear during the hours of darkness under normal atmospheric conditions. This equipment shall be required and shall be in operating condition when the vehicle is operated between the hours of one-half hour after sunset and one-half hour before sunrise, or at times of reduced visibility. (4) Snowmobiles require reflective material at least 16 square inches on each side, forward of the handlebars, so as to reflect a beam of light at a 90 -degree angle. (5) Seat belts are required to be worn b the operator and all passenger if the vehicle is equipped with them and the operator and all passengers shall wear a safety helmet approved by the Minnesota Commissioner of Public Safety when required by state law. (6) A person less than 18 years of age shall not ride as a passenger or as an operator of a recreational vehicle regulated herein on public land, public waters, or on a public road right-of-way unless wearing a safety helmet approved by the Commissioner of Public Safety. (7) A person less than 18 years of age shall not ride as a passenger or as an operator of a vehicle regulated herein without wearing a seat belt when a seat belt has been provided by the manufacturer. (Prior Code, § 9-3-6) (B) Golf Carts (1) The operator must have in his or her actual physical possession a valid, current, and unrevoked Rolf cart permit while ooeratin2 the golf cart on a city street alon with proof of insuran (2) Operator must be no less than age 16 and must hold a valid Minnesota Driver's license; (3) The operator is responsible for operating the golf cart in accordance with this section, and all other city, county, and state laws and regulations; (4) Golf carts must be operated on the pavement and not within any boulevard or ditch. citv sidewalk. trail or walkwav used for Dedestrian travel. or other Dublicl owned land; (5) Golf carts must only transport as many persons as it was designed by the manufacturer to carry; (6) Golf carts must not be operated on city streets during inclement weather or when visibility is impaired by weather, smoke, fog, or other conditions or at any time when there is insufficient visibility to clearly see persons or vehicles on the roadway at a distance of 500 feet; (7) Every person operating a golf cart on a city street has the rights and duties applicable to the driver of any other vehicle and must comply with the provisions of any traffic law of the City of Monticello and Minnesota Statutes Chapter 169, as it may be amended from time to time, except when these provisions cannot reasonably be applied to motorized golf carts and except as otherwise specifically provided in Minnesota Statutes Section 169.045, subdivision 7, as it may be amended from time to time. (8) Equipment required. All golf carts must have the following equipment when operating on city streets: a. A slow-moving vehicle emblem provided in Minnesota Statutes Section 169.522 Drominentiv disDlaved on the rear of the vehicle: b. A rear-view mirror so located as to reflect to the oDerator a view of the roadway for a distance of at least 200 feet to the rear of the vehicle; and c. Parking brakes to hold the vehicle in place when unattended. d. Niaht Drivina. Golf carts may only be oaerated between the hours of sunrise and sunset unless equipped with original headlights, taillights, and rear - facing brake lights. Street Crossings (A) No person underI4 years of age operating the vehicles regulated herein shall make a direct crossing of any street, highway, or public right-of-way; or operate a vehicle regulated hereinon a public street, highway, or road right-of-way; or operate a vehicle regulated herein on public lands orwaters, except that a person at least 10 years of age but under 12 years of age mayoperate an all -terrain vehicle with an engine capacity up to 110cc on public lands orwaters if accompanied bya parent or legal guardian. (B) A Recreational Vehicle may make a direct crossing of a public road right-of-way provided: (1) The crossing is made at an angle of approximately 90 degrees to the direction of the road andat a place where no obstruction prevents a quick and safe crossing. (2) The vehicle is brought to a complete stop before crossing the shoulder or main traveled wayof the road. (3) The driver yields the right-of-way to all oncoming traffic that constitutes an immediatehazard. (4) In crossing a divided road, the crossing is made only at an intersection of the road withanother public road. (5) If the crossing is made between the hours of one-half hour after sunset to one-half hourbefore sunrise or in conditions of reduced visibility, only if both front and rear lights are on. § 71.07 COMPLIANCE. It is unlawful for an owner -operator to permit a recreational motor vehicle contrary to the provisions of this chapter. (Prior Code, § 9-3-7) Penalty, see § 71.99 § 71.99 PENALTY. Any person violating any provision of this chapter is guilty of a misdemeanor and upon conviction shall be punished not more than the maximum penalty for a misdemeanor as prescribed by state law. (Prior Code, § 9-3-8) (Ord. 685, passed 11-27-2017) 1. hereunder upon a finding that the holder has violated any of the provisions of this section or Minnesota Statutes Chapter 169, as it may be amended from time to time, or if there is evidence that the permit holder cannot safely operate the golf cart on the designated city streets. PERMIT REVOCATION The City may suspend or revoke a permit granted hereunder upon finding that the holder has violated anv of the arovisions of this ordinance. Section 2: This ordinance shall take effect June 1, 2022, after its passage and publication. Adopted by the Monticello City Council this 23rd day of May, 2022 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk ORDINANCE NO. 778 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 36 - THE 2022 FEE SCHEDULE — BY AMENDING SECTIONS COMMUNITY CENTER THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. The Fee Schedule of the Monticello City Code shall be amended as follows: MISCELLANEOUS ATV and Golf Cart Permit: $50/3 years Section 2. This Ordinance shall become effective immediately upon its passage and publication according to law. Adopted by the City Council of the City of Monticello this 23rd day of May, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: Monticello CITY OF A V n CSAH 39 N I I 1 I I I I _ _ _ _ _I i ✓as _ City Boundary ATV/Golf Cart Routes I � \ Parks ILakes City of Monticello ATV (Class 1)/Golf Cart Street Map City of Monticello, MN A 0 3,000 Feet ` A s b 1 inch = 3,000 feet �/�/ Effective July ��DEPARTMENT OF 2021 NATURAL RESOURCES r through June 30, 2022 IL All -terrain Vehicles Class 1 and 2 Off-highway Motorcycles r OHVOff-road Vehicles Plzr.1 11 ATIt"INCa, P4, t X MR KINGS OF THE MUD. P'."LRRIS _.1 BANNER SALES - (ATV ONLY) Inver Grove Heights 651-451-0121 - dannersales.cam JAYCOX IMPLEMENT INC Worthington 507-376.3147 - Apoximplemem.com LEOS SOUTH i;- takeviAe 952-435-5371 - Ieess".onm T_ m MINNEAPOLIS MOTOR SPORTS Minneapolis 763-634-0244 - minneapolismotorsports.mm 0 W E'S SERVICE, INC. Alexandria 320-763-4455 - olliesservimcom OLSONi POWER & EQUIPMENT North Branch 651-6174-4494 - oisonpowercom ST. BONI MOTOR SPORTS St. Bonifacius 952-446-1554 - sIboni.com Off-highway vehicle (OHV) The term off-highway vehicle (OHV) includes all -terrain vehicles (ATVs), off-highway motorcycles (OHMS), and off-road vehicles (ORVs). All -terrain vehicle (ATV) ATVs have at least three, but no more than six, low-pressure or nonpneumatic tires (not filled with or containing compressed air) with a total dry weight less than 2,000 pounds and a total width from outside of tire rim to outside of tire rim that is 65 inches or less. ATVs include Class 1 and Class 2. Dry weight is normally the weight of the vehicle without fluids. Vehicles not considered ATVs includes golf carts, mini -trucks, dune buggies, go carts, or a vehicle designed and used specifically for lawn maintenance, agriculture, logging, or mining purposes. Class 1 ATVs Class 2 ATVs width greater width 50 inches or less. than 50 inches but not more than 65 inches. Off-highway motorcycle (OHM) "Off-highway motorcycle" means a motorized, off-highway, vehicle traveling on two wheels and having a seat or saddle designed to be C V straddled by the operator and handlebars for steering control, including a vehicle that is registered under chapter 168 for highway use if it is also used for off-highway operation on trails or unimproved terrain. Off-road vehicle (ORV) "Off-road vehicle" or "vehicle" means a motor -driven recreational vehicle capable of cross-country travel on natural terrain without benefit of a road or trail. Off-road vehicle does not include a snowmobile; an ATV; a motorcycle; a watercraft; a farm vehicle being used for farming; a vehicle used for military, fire, emergency, or law enforcement purposes; a construction or logging vehicle used in the performance of its common function; a motor vehicle owned by or operated under contract with a utility, whether publicly or privately owned, when used for work on utilities; a commercial vehicle being used for its intended purpose; snow - grooming equipment when used for its intended purpose; or an aircraft. Approved helmet An approved helmet is required to meet DOT specifications. DOT is the manufacturer's certification that the helmet conforms to the applicable federal motor vehicle safety standards. Bicycle and hockey helmets are not legal helmets. OHV Definitions Representing 70 ATV clubs that build and maintain our trail system Membership includes.' subscription to Minnesota Wheelin magazine If you ride ATVs, OHMS, or ORVs, start the day with clean shoes and gear by using handheld boot brush to ensure there were no missed seeds or plant parts from your last adventure. Stay on marked and/or designated trails to keep invasive species populations localized for easier management and prevent spreading to new areas. When you're adventure is done and before leaving a location, Clean your clothes and gear by picking off seeds and burrs and brushing off extra soil. Spray down your OHV with water or compressed air to remove mud and plant parts from tires and fenders. • Follow these simple steps to Stop Invasive Species in Your Tracks • Remove plants, animals and mud from boots, gear, pets, and vehicle. J&& • Clean your gear before entering and leaving the recreation site. • Stay on designated roads and trails. STOP INVASIVE SPECIES IN YOUR TRACKS. OHV Definitions........................................................ 3 DNR Conservation Officers Riding Tips ................................. 7 Frequently Asked Questions ............................................ 8 Off-highway Vehicle Registration ........................................ 10 All -terrain Vehicle (ATV) Operation ..................................... 16 General Operations of ATV, OHM and ORV ............................. 22 Off-highway Motorcycles (OHM) ....................................... 26 Off-road Vehicles (ORV)................................................ 29 TrailPasses.............................................................. 30 Equipment Requirements for ATV, OHM and ORV ...................... 31 Enforcement............................................................ 31 Public Lands and Trails ................................................... 34 For More Information................................................... 39 As of July 1, 2021 - Driving While Impaired • If an operator's license is revoked, suspended or canceled due to a DWI violation, they cannot legally operate any vehicle, including Off-road recreational vehicles. • If an operator is participating in the ignition interlock device program, they cannot operate an off-road recreational vehicle or a motorboat. A common question is "Can I drive my truck (that has interlock device) to the lake and then unload my ATV to go ice fishing?" The answer is NO, you cannot operate the ATV because no ignition interlock devices have been approved for off-road recreational vehicles, motorboats, or highway licensed motorcycles. Regulations in this booklet are effective from July 1, 2021 through June 30, 2022. Cover photo: Minnesota Four Wheel Drive Association This publication is partially funded through advertising revenue. The State of Minnesota and the Minnesota Department of Natural Resources (DNR) can neither endorse the products or services advertised nor accept any liability arising from the use of these products or services. 2020 ATV Volunteer Instructor of the Year The Minnesota Department of Natural Resources has named David Andrews Jr., a volunteer ATV safety instructor in Grand Rapids, as the 2020 ATV instructor of the year. Andrews, an active and founding member of the Rapids Riders ATV Club, has been a volunteer ATV safety instructor and active in the DNR's Volunteer Trail Ambassador program since 2007. In that time, he's taught about 1,200 students as part of 40 classes. In addition, he's a volunteer firearms safety instructor and active in several other local and statewide conservation and community organizations. "Whether he's teaching new riders in class, or reinforcing safe riding habits among the people he meets on the trail through his work as a Trail Ambassador, David has a long track record of helping people enjoy the outdoors safely," said DNR Conservation Officer Tom Sutherland, who is stationed in Grand Rapids. "He goes above and beyond to ensure people have the skills they need to enjoy a lifetime of safe riding." Learn how you can become a DNR youth volunteer instructor at: mndnr.gov/safety/instructors Conservation Officer Thomas Sutherland and volunteer instructor David Andrews Jr. 2020-2021 OHV Regulations I 888-MINNDNR 0 Headlights on for Safety r%se r -s Minnesota law says, a person may not drive or operate an all -terrain vehicle without ' headlight and taillight lighted s.:.., at all times if the vehicle is equipped with headlight and taillight. • Read the owner's manual. • Recommend everyone should take a safety training course. • Wear helmets at all times. • Fasten seatbelts at all times. • Headlights are required by law when operating an ATV at all times. • Always supervise young or inexperienced riders. • Avoid alcohol or drugs. • Stay to the right on trails and be aware of oncoming traffic. • Maintain safe distances when following other riders. • Reduce your speed on corners and when riding at night. • Always yield to other motor vehicles and trail users. EVERY RIDE. HELMETS AND SEAT BELTS SAVE LIVES EVERY TI M E. It OHV Definitions 7 WHERE TO RIDE Q: Can I drive my ATV on the side of a road or city street? A: It depends on the type of ATV and Age of operator. Check with local county and city officials or road authority. Q: Can I operate an OHM in the ditches? A: No, OHMs cannot be operated in ditches unless on a designated trail that includes OHMS. Q: Do I need a valid driver's license to operate an ATV? A: It depends on where you operate your ATV. A driver, age 16 and older, will need a valid driver's license to make a direct crossing of a roadway or operate within the road right-of-way. A valid driver's license is not needed for operation on state ATV trails. Q: Can I ride my ATV or OHM on a snowmobile trail? A: No, most snowmobile trails cross private lands that only allow public use during the winter season by snowmobiles. Any other use may be considered trespassing. Exception: Trails and roads on state forest lands remain open to public use until groomed unless signed "closed." Q: Where can I ride my Class 1 ATV? A: For a list of trails for Class 1 ATVs, see the riding opportunities at mndnr.gov/ohv. EQUIPMENT Q: Where can I ride my ATV if I put tracks on it? A: Once you put tracks on a Class 1 or Class 2 ATV it is considered an ORV. You may operate: • on frozen waters • on state forest roads instate forests classified as "limited" or "managed" • in ORV special use areas on Private property with permission of landowner Q: Can I have an infant or toddler ride with me? A: By law, anyone under age 18 is required to wear a DOT approved helmet (see page 3) and seat belts (if equipped). Adult/teen size helmets are not suitable for infant/toddlers as they don't have sufficient neck muscle strength to hold up a helmet. To improve safety of youth riding in an ATV, a belt -positioning booster seat can be used to fit a seat belt properly. Continued... 2020-2021 OHV Regulations I 888-MINNDNR Q: How and where do I register an OHV? A: You must be at least 18 years old to register. Go in person to any deputy registrar office (where automobile license tabs are purchased) or at the DNR License Center in St. Paul. You will be provided a registration card and decal for your off-highway vehicle. You may renew your OHV registration online at mndnr.gov/licenses/ohv. Q: What information do I need to register an OHV? A: Need to have the make, model, year, serial number, and sales receipt or bill of sale. For OHM registration, the engine size is required. For ATV registration, along with engine size, the dry weight and width from outside rim to outside rim is required. Q: I purchased at a dealership, how do I apply for registration? A: ATVs and OHMS purchased from a retail dealer must be registered with the DNR on behalf of the customer. The dealer will issue a temporary 21 -day registration. A registration card and an expiration decal. Q: What if I sell my OHV? A: If you sell your OHV, give the new owner a signed bill of sale that includes the serial number of the vehicle along with make and model. The serial number can be found on the registration card. Q: What if I buy a OHM or ATV from another owner? A: The new owner must report the transfer of ownership within 15 days of the sale at a deputy registrar office or at the DNR License Center in St. Paul. A new owner can be charged with a misdemeanor for failure to file and transfer ownership within 15 days of the sale. Q: Does my ATV need to have registration to operate on frozen waters? A: Yes, ATV public use registration is needed if it will be driven on public trails, public land, frozen water or the roadway. Q: I'm a Minnesota resident and my ATV is registered in Wisconsin. Do I need the nonresident trail pass? A: No, residents do not need this trail pass even if their vehicle is registered in a different state. Q: I have a Private/Agricultural Use registration on my ATV, now I want to go use it on a state ATV trail. Can I operate on the trail? A: No, you will need to purchase a Public Use Registration (3 year registration) before operating on state or grant-in-aid ATV trails. Frequently Asked Questions All off-highway vehicles must be registered to operate in Minnesota. Fees for off-highway vehicle registrations go into specific vehicle fund accounts that pay for trail maintenance, safety training and enforcement. ATV REGISTRATION All -terrain vehicles can be registered as either a Class 1 ATV or a Class 2 ATV (see page 3 for definitions). All ATVs operated in Minnesota must be registered with the DNR, including those used exclusively on private property. See exceptions page 11. Class 1 or Class 2 will be indicated on the owner's ATV registration card and decal. Display of numbers and decals for ATVs Registered ATVs must display the current public use registration number and decal(s) on a plate as indicated below. The plate and decal must be maintained in a clear and legible condition. Registration plate must be: • at least 4 inches high and 7'/2 inches long; • clearly visible on the back of the vehicle; and • at least 12 inches from the ground. Registration letters and numbers must be: • at least 1'/z inches high with a'/1 6inch stroke; • in English and placed from left to right; and • in a color that contrasts with the background of the plate. What type of registration is needed? Public use • If you will ride this ATV on public ATV trails, public 2021 [J land, frozen us to displaand yed in s. th 1AF23 • The decal must be displayed in the upper left - section of the plate. This registration is valid for three years. Registration expires on December 31 of the third year. Private/agricultural use • If you will use your ATV (Class 1 or Class 2) exclusively for private or agricultural activities, harvesting wood, or on private property. • The decal must be displayed in the upper right section of the plate. This registration does not expire and is valid until the ownership of the ATV 74Ird. is transferred. Continued... 10 2020-2021OHV Regulations I 888-MINNDNR Both public and private use registration • The public use decal and private use decal must be 2af1_Q displayed in the appropriate section of the plate. Public use decal on the upper left and private use in 1AF23 the upper right and a series of letters and number along the bottom. a Collector use • If your ATV is 25 years or older. 99, • ATVs 25 years and older are exempt from V03202 registration if they were originally produced as a L separate, identifiable make by a manufacturer. This registration is nontransferable. 7' lr,he, Exemptions There are exemptions provided by law. If your answer is "YES" to any of the statements below, registration is not required. If you are operating an: • ATV, OHM or ORV registered in another state or country and not in Minnesota for more than 30 consecutive days. • ATV, OHM or ORV owned by federal, local and tribal governments. • ATV that is used exclusively in organized track racing events. • ATV owned by a resident of another state or country that does not require registration of the ATV, not in Minnesota for more than 30 consecutive days, and is operated on state and grant-in-aid trails by a nonresident possessing a nonresident state trail pass. • ATV that is registered by an Indian tribal government to a tribal member and has not been outside the tribal reservation boundary for more than 30 consecutive days. • ATV that is 25 years or older (see above). • ATV on a state and/or grant-in-aid trail on June 11-13, 2021, Free Riding Weekend. (ATV registration and nonresident ATV trail passes will not be required to ride on state and grant-in-aid trails those days.) • OHM operated by a person participating in an event for which the Minnesota DNR has issued a special use permit exempting the registration or nonresident trail pass requirements. • OHMs not in Minnesota for more than 30 consecutive days and are operated on state and grant-in-aid trails by a nonresident possessing a nonresident state trail pass. • OHM or ORV licensed for highway use when operated on forest roads. • ORV operated on frozen waters or private property (not a designated ORV trail). FREE RIDING WEEKEND GNANTJN AID TRAIL ATV registration and nonresident ATV trail passes will not beF—F required to ride on state and grant-in-aid trails on June 10-12, 2022. Off-highway Vehicle Registration 11 OHM REGISTRATION All OHMS operated in Minnesota must be registered with DNR. See page 11 for exemptions. Even when operated on private property, registration is required. This registration is valid for three years. OHM recreational registration and highway use license Some OHMS are equipped so that they may be legally licensed for highway use. An OHM licensed for highway use which is also used off-road must have both the regular motorcycle license and the DNR OHM registration. An OHM registered for off-road use may also be licensed for highway use if properly equipped. Equipment requirements include: headlights, taillights, mirrors, horn, and other modifications. Contact the Department of Public Safety for further details and application procedures. O MINNESOTA OHMS licensed in Minnesota for roadway use and registered for off-road use M 000000 Display the OHM decal in the upper left corner of the rear regular motorcycle license plate. The DNR registration 10,000 LAKES number should not be displayed. OHMS registered only for off-road use If the motorcycle is not licensed as a motor vehicle, the decal must be attached on the side of the motorcycle and may be attached to the fork tube. The decal must be attached in a manner so that it is visible while a rider is on the motorcycle. REPLACEMENT REGISTRATION CARDS AND DECALS You may obtain a ATV and OHM replacement registration card for $10.00 or a replacement decal for $6.00 from the DNR License Center or a deputy registrar office (where automobile license tabs are purchased). Replacement decals and numbers must be affixed in the same manner as the original. You are not required to carry the registration card, but when a law enforcement officer requests to see it, it must be provided within a reasonable time period. 12 2020-2021OHV Regulations I 888-MINNDNR ORV REGISTRATION All ORVs operated on DNR designated or grant-in-aid ORV trails or recreational vehicle use areas must be registered with the DNR. This registration is valid for three years. ORV recreational registration and highway use license An ORV licensed for highway use which is also operated on designated public ORV use areas or trails must display the regular vehicle license plate and DNR ORV registration decal. 0 #0 ORV registered only for off-road use10 110 ORV REGISTRATION -FREE DAY AT THE IRON RANGE OHV RECREATION AREA On May 21, 2022, the Iron Range Off-highway Vehicle Recreation Area will not require registration from any ORV riders that visit the site. The ORV registration -free day falls on the third Saturday in May each year. Continued... Off-highway Vehicle Registration 13 Display the current decal on a plate at least 4 inches high and 7'/� inches long. No registration number should be displayed. The plate must be clearly visible on the back of the vehicle and at least 12 inches from the ground. The decal must be displayed in the upper left corner of the plate. The plate and decal must be maintained in a clear and legible condition. [1, ] MINNESOTA ORVs licensed in Minnesota for roadway use and 000 t ABC registered for off-road use If the vehicle is licensed as a motor vehicle, the registration decal must be affixed on the upper left 10,000 LAKES corner of the rear license plate. ORV REGISTRATION -FREE DAY AT THE IRON RANGE OHV RECREATION AREA On May 21, 2022, the Iron Range Off-highway Vehicle Recreation Area will not require registration from any ORV riders that visit the site. The ORV registration -free day falls on the third Saturday in May each year. Continued... Off-highway Vehicle Registration 13 DEALER AND MANUFACTURER REGISTRATION REQUIREMENTS Registration is required by OHV dealers and manufacturers to operate OHVs for testing or demonstration purposes. OHV dealerships and manufacturers may make application for registration at local deputy registrar office and directly with the DNR License bureau in St. Paul. Registration plates will be sent out from the license bureau. The registration certificate documents must be prominently displayed in the place of business. The registration plate must be displayed on the OHV before dealers or manufacturers may operate or allow operation of any off-highway vehicle they own. REGISTRATION FEES All -terrain vehicle registration fees - effective 07/01/2017 New (unregistered) 60.00 8.50 3 calendar years Renewal only 60.00 6.00 3 calendar years Transfer only 4.00 8.50 Renewal and transfer 64.00 8.50 Duplicate registration card 4.00 6.00 Duplicate registration decal only 0.00 6.00 Dealer's registration 50.00 8.50 1 year Dealer's registration renewal 50.00 6.00 1 year Manufacturer's registration 150.00 8.50 1 year Manufacturer's registration renewal 150.00 6.00 1 year Nonresident trail pass 30.00 1.00 1 year Duplicate nonresident trail pass 2.00 .50 New collector ATV 6.00 8.50 Nonexpiring Duplicate collector ATV 4.00 6.00 Private/agricultural registration fees - effective 07/01/2017 New (unregistered) 6.00 8.50 Duplicate registration card 4.00 6.00 Duplicate registration decal only 0.00 6.00 14 2020-2021 OHV Regulations 888-MINNDNR Off-road vehicle registration fees - effective 07/01/2017 New (unregistered) 30.00 8.50 3 calendar years Renewal only 30.00 6.00 3 calendar years 30 -day resident trail pass 20.00 1.00 30 consecutive Renewal and transfer 34.00 8.50 days Transfer only 4.00 8.50 Renewal & transfer 34.00 8.50 Duplicate registration card 4.00 6.00 1 year Duplicate registration decal only 0.00 6.00 1 year Dealer's registration 50.00 8.50 1 year Dealer's registration renewal 50.00 6.00 1 year Manufacturer's registration 150.00 8.50 1 year Manufacturer's registration renewal 150.00 6.00 1 year One-year nonresident trail pass 20.00 1.00 1 year Three-year nonresident trail pass 30.00 1.00 3 years Duplicate nonresident trail pass 2.00 .50 Off-highway motorcycle registration fees - effective 07/01/2017 New (unregistered) 30.00 8.50 3 calendar years Renewal only 30.00 6.00 3 calendar years Transfer only 4.00 8.50 Renewal and transfer 34.00 8.50 Duplicate registration card 4.00 6.00 Duplicate registration decal only 0.00 6.00 Dealer's registration 50.00 8.50 1 year Dealer's registration renewal 50.00 6.00 1 year Manufacturer's registration 150.00 8.50 1 year Manufacturer's registration renewal 150.00 6.00 1 year One-year nonresident trail pass 20.00 1.00 1 year Off-highway Vehicle Registration 15 ATV SAFETY TRAINING REQUIREMENTS These requirements are for residents and nonresidents. An individual who was born after July 1, 1987, and SOTA CFR��� who is 16 years of age or older, must successfully complete the independent study course component O of all -terrain vehicle safety training before operating an all -terrain vehicle on public lands or waters, public road rights-of-way, or state or grant-in-aid trails. Exception: A person at least 10 years of age but SAF�'`J under 12 years of age may operate an all -terrain vehicle with an engine capacity up to 110cc if the vehicle is a Class 1 all -terrain vehicle with straddle -style seating or up to 170cc if the vehicle is a Class 1 all -terrain vehicle with side -by -side -style seating on public lands or waters if accompanied by a parent or legal guardian. The Minnesota DNR ATV Safety class includes information on: basic operation, common parts and controls, operating safely and responsibly, trail riding, laws, riding skills, and protecting the environment. Ages 10 to 15 Youth will complete the two-step process to ATV Safety Certification: 1. Complete the ATV safety online training course. 2. Attend a hands-on ATV course. Online training course: atvcourse.com Fee: $24.95 Hands-on ATV course: Find a schedule of hands-on courses at mndnr.gov/safety/vehicle/atv. Go to Education and Safety tab, and then under recreational vehicle safety classes, click on ATV Safety to find the hands-on ATV course calendar. • Additional fees may apply when attending the hands-on ATV course. • Student is required to fit their ATV in order to participate in the ATV course. See page 21. • Contact the lead ATV instructor for additional information. Ages 16 and older Anyone who is 16 years or older must successfully complete the online ATV Safety Training before operating an ATV on public lands, frozen waters, public road rights-of-way, or state or grant-in-aid trails. Not required to attend the hands-on ATV course. 16 2020-2021OHV Regulations I 888-MINNDNR Alternate ATV safety training certification Proof of completing an ATV safety course that includes a riding component offered by the ATV Safety Institute (ASI) or another state is adequate to meet the ATV safety certification requirements of Minnesota. For information about safety training classes, call the DNR Safety Training Program at 800-366-8917 or go to mndnr.gov/safety/vehicle/atv. Hands-on ATV course Find a schedule of hands-on courses at mndnr.gov/atv. Go to Education and Safety tab, and then under recreational vehicle safety classes, click on ATV Safety to find the hands-on ATV course calendar. ALL -TERRAIN VEHICLE (ATV) OPERATIONS FOR CLASS 1 AND 2 Safety first—helmets Operators and passengers under age 18 are required to wear a helmet when operating on public lands, frozen waters, and road rights-of-way. See page 3 for the definition of an Approved Helmet. Safety first—seat belts The U.S. Product Safety Commission and the Minnesota DNR recommends all riders use seat belts if equipped by the manufacturer. Potential for severe injury and death are greatly reduced with wearing seat belts. Under Minnesota Law: A person less than 18 years of age shall not ride as a passenger or as an operator of an all -terrain vehicle without wearing a seat belt when provided by the manufacturer. A person may not drive or operate an all -terrain vehicle: • at a rate of speed greater than reasonable or proper under the surrounding circumstances; • in a careless, reckless, or negligent manner so as to endanger or to cause injury or damage to the person or property of another; • without headlight and taillight lighted at all times if the vehicle is equipped with headlight and taillight; • without a functioning stoplight if so equipped; • without a brake operational by either hand or foot; • with more than one person on the vehicle, see Passenger sections under Class 1 and Class 2 ATV; • at a speed exceeding 10 -miles per hour on the frozen surface of public waters within 100 feet of a person not on an all -terrain vehicle or within 100 feet of a fishing shelter; • across a bridge that is part of the traveled lanes of an interstate highway; or • on grant-in-aid snowmobile and non -motorized trails closed to ATVs unless specifically allowed. All -terrain Vehicle (ATV) Operation 17 CLASS 1 ATV OPERATIONS The owner or adult in control of an ATV is legally responsible to ensure it is operated according to the following requirements. • ^. Under age 10 • May operate only on private property with permission of the owner. Ages 10 and 11 • May operate only on private property with permission of the owner, except an ATV with a straddle seat up to 110cc or up to 170cc with side-by-side seating on public lands and frozen waters if accompanied by parent or legal guardian. Ages 12 to 15 • Must have permission from their parent or guardian to operate an ATV. • May not operate an ATV on public lands or water, or on state or grant-in-aid trails, if the person cannot properly reach and control the handlebars and reach the foot pegs while sitting upright on the seat. • May make a direct crossing of a public road right-of-way of a trunk, county state -aid, or county highway or operate on public lands and waters or state or grant-in-aid trails, only if that person possesses a valid all -terrain vehicle safety certificate issued by the commissioner and is accompanied on another ATV by a person 18 years of age or older who holds a valid driver's license. • May operate on the bank, slope, ditch of a public road right-of-way or roadway open by local ordinance with a valid ATV Safety Certificate when accompanied by a parent or legal guardian on a separate ATV. Ages 16 and 17 • Must have a valid driver's license and ATV Safety Certificate to make a direct crossing of a roadway or operate on road rights-of-way or roadway open by local ordinance. Public Road Right -of -Way T W d O d N a` Unless allowed by local or county ordinance, Class 1 ATVs cannot be 00001" operated on the road surface.. Ditch Ditch A person shall not operate an all -terrain vehicle at any time within the right-of-way of an interstate highway or freeway within this state. Continued... 18 2020-2021OHV Regulations I 888-MINNDNR Passengers on a Class 1 ATV WN Statute 84.9257 Passengers) • A person 12 to 17 years of age may operate a Class 1 all -terrain vehicle carrying only one passenger and the passenger must be the person's parent or legal guardian. • A person 18 years of age or older may operate a Class 1 all -terrain vehicle carrying only one passenger. A person with a valid driver's license may operate a Class 1 ATV: • In the ditch or the outside bank or slope of a trunk, county state -aid, or county highway unless prohibited under local road authority. • Registered for private use and being used for agricultural purposes on a public right-of-way of a trunk, county, state aid, or county highway, if the ATV is on the extreme right side of the road. A left turn may be made if it is safe to do so. • On the far right side of a township road, unless prohibited by local regulations. If traveling at a slower speed than other traffic on the township road, the ATV should be driven as close as practical to the right edge of the road. • On a bridge, a roadway shoulder, or the inside bank of a public road right-of-way if necessary to avoid obstructions to travel or environmentally sensitive areas. You must remain in the farthest right lane, enter the roadway within 100 feet of the bridge, obstacle, or area, and make the crossing without delay. Class 1 ATV with steering wheel A person may operate a Class 1 all -terrain vehicle designed by the manufacturer for off-road use to be driven by a steering wheel and equipped with operator and passenger seat belts and a roll-over protective structure within the public road right-of-way of a county state -aid or county highway on the right shoulder or the extreme right-hand side of the road and left turns may be made from any part of the road if it is safe to do so under the prevailing conditions, unless prohibited by local ordinance. CLASS 2 ATV OPERATIONS A person under 15 years of age shall not operate a class 2 all -terrain �. vehicle. ^ In addition to the information found on page 17 and 18, a class 2 • all -terrain vehicle may be operated: • within the public road right-of-way of a county state -aid or county highway on the right shoulder or the extreme right-hand side of the road and left turns may be made from any part of the road if it is safe to do so under the prevailing conditions; • on the bank, slope, or ditch of a public road right-of-way of a trunk, county state -aid, or county highway but only to access businesses or make trail connections, and left turns may be made from any part of the road if it is safe to do so under the prevailing conditions; • on the bank or ditch of a public road right-of-way on a designated class 2 all - terrain vehicle trail. A road authority as defined under Minnesota statute 160.02, subdivision 25, may after a public hearing restrict the use of all -terrain vehicles in the public road right- of-way under its jurisdiction. Continued... All -terrain Vehicle (ATV) Operation 19 Ages 16 to 17 • Must have a valid driver's license and a ATV safety certificate to make a direct crossing of a roadway or operate on road rights-of-way. • Must wear a DOT rated helmet and seat belt (if equipped). (Required under Minnesota law.) A person with a valid drivers license may operate a Class 2 ATV: • on frozen lake surfaces; • on state forest roads; or • within the public road right-of-way of a county state -aid or county highway on the right shoulder or the extreme right-hand side of the road and left turns may be made from any part of the road if it is safe to do so under the prevailing conditions, unless prohibited by the road authority or other local laws. Passengers on Class 2 ATVs A person 18 years of age or older may operate a Class 2 all -terrain vehicle while carrying only one passenger, or up to the number of passengers for which the vehicle was designed, whichever is greater. MN Statute 84.9257 Passengers. Public Road Right -of -Way —I y v class 2 ® ° a ATV Trail Roadway Class 2 ATVs can be operated in the _ extreme right side of the road. Class 2 ATVs cannot be operated within a Nq Ditch road ditch unless as part of a designated Ditch Class 2 trail orto access a business or a trail connection. A person shall not operate an all -terrain vehicle at any time within the right-of-way of an interstate highway or freeway within this state. Minnesota Statute 169.045 SPECIAL VEHICLE USE ON ROADWAY The governing body of any county, home rule charter or statutory city, or town may by ordinance authorize the operation of motorized golf carts, all -terrain vehicles, utility task vehicles, or mini trucks, on designated roadways or portions thereof under its jurisdiction. See the Minnesota Office of the Revisor of Statutes website for the full text of law. 20 2020-2021 OHV Regulations I 888-MINNDNP ATV FIT LAW -ONE SIZE DOES NOT FIT ALL! To operate an ATV on public lands or frozen waters, or on state or grant-in-aid trails, operators under age 16 must: • Be able to properly reach and control the handlebars and reach the foot pegs while sitting upright on an ATV with straddle -style seating. • Be able to properly reach the steering wheel and foot controls of a Class 1 ATV with side-by-side seating while sitting upright with the seat belt fully engaged. Seat clearance: There should be a minimum of 3 inches between operator and the ATV seat. Proper clearance enables the operator to maintain balance on the foot rests when riding over rough terrain. Maintaining balance prevents the operator from falling off or being thrown from the machine. Upper legs: While seated, the operator's upper legs should be horizontal (parallel to the ground). Arm length: While seated on the machine and gripping the handle bar, there should be a distinct bend in the arm at the elbow. Without it, there will not be sufficient reach to properly grip the handlebars when turning and riding. Hand size: With the hand gripping the handle bar, extend the fingers to the brake lever. The first joint of the index finger should extend beyond the brake lever. If it doesn't, then the hand is too small to safely operate the brake. Also, check to see that the arm length is sufficient to properly operate the brake lever and throttle while the handlebars are turned to the far left and right. All -terrain Vehicle (ATV) Operation 21 PUBLIC ROAD RIGHT-OF-WAY Public road right-of-way means the entire right-of-way of a roadway that is not privately owned, including the traveled portions, banks, ditches, shoulders, and medians. Public Road Right -of -Way PrivaPrivate Propty Property ii < S/o S�oQe eoa�� //4' 0 \�S`a Roadway band Ditch Check local ordinances and this regulation Ditch book to know where it is legal to ride. OHV riding may be permitted on grant-in-aid trails that include portions of the public road right-of-way when signed for that vehicle type. Crossing a public road right-of-way An all -terrain vehicle may make a direct crossing of a public road right-of-way provided: • the crossing is made at an angle of approximately 90 degrees to the direction of the road and at a place where no obstruction prevents a quick and safe crossing; • the vehicle is brought to a complete stop before crossing the shoulder or main -traveled way of the road; • the driver yields the right-of-way to all on -coming traffic that constitutes an immediate hazard; • in crossing a divided road, the crossing is made only at an intersection of the road with another public road; and • if the crossing is made between the hours of/z hour after sunset to'/z hour before sunrise or in conditions of reduced visibility, only if both front and rear lights are on. 22 2020-2021OHV Regulations I 888-MINNDNR AGRICULTURAL ZONE RESTRICTION A person shall not operate an all -terrain vehicle within the public road right- of-way of a trunk, county state -aid, or county highway from April 1 to August 1 in the agricultural zone unless the vehicle is being used exclusively as transportation to and from work on agricultural lands. The Minnesota agricultural zone is the area lying south and west of a line formed by the following highway rights-of-way: starting at the North Dakota border, the line goes east along U.S. Highway 10 to State Highway 23, then follows Highway 23 east to State Highway 95 to the Wisconsin border. The agricultural zone does not include the rights-of-way of these boundary highways, and applies only to Class 1 ATV use. Minnesota aqricultural OPERATION RESTRICTIONS You may not operate OHVs: • in a careless, reckless or negligent manner that endangers another person or property; • on restricted areas within public lands that are posted or where gates or other clearly visible structures are placed to prevent unauthorized motorized vehicle access; • on the median of a four -lane highway; • within the right-of-way of any interstate highway or freeway; • on the right-of-way between opposing lanes of traffic; • on grant-in-aid snowmobile trails; • on designated non -motorized trails; • at airports; • on any frozen public waters where you don't have legal access or where it is prohibited; • in any area restricted by local ordinances; • in a tree nursery or planting area; • on state forest lands that are posted or designated "closed" to motorized uses. • on agricultural land without permission; or • in most state parks, state recreation areas, state historic sites, wildlife management areas (WMAs), state scientific and natural areas (SNAs) with the exception of posted trails and areas. Exception: OHVs that are licensed highway motor vehicles may be operated on established roads at speeds up to 20 miles per hour in the following WMAs: Carlos Avery, Hubbel Pond, Mille Lacs, Red Lake, Roseau River, and Thief Lake. General Operations of ATV, OHM and ORV 23 OTHER PROHIBITIONS You may not: • litter; • enter or leave lands by cutting wire or tearing down a fence; • mutilate, destroy, damage or remove any property within a trail or on state land; or • post, damage or remove any signs on any lands or waters unless you are the landowner, occupant or lessee of the property. OHVS AND WETLAND DISTURBANCE You may not operate an OHV in a manner to: • indicate a willful, wanton or reckless disregard for the safety of persons or property; • carelessly upset the natural and ecological balance of a wetland or public waters wetland; • impact a wetland or public waters wetland in excess of minimum amounts established by law; • ride below the ordinary high-water level of unfrozen public waters that are lakes, streams, rivers, and certain wetlands, or in calcareous fens. There are increased penalties for OHV wetland disturbance. Conviction may be a gross misdemeanor and the OHV (ATV, OHM and ORV) may be forfeited. Wetland restrictions apply to private land as well as public land, and vary by area of the state and other criteria. DON'T SPEED Never operate an off-highway vehicle at a speed greater than is reasonable under all of the surrounding circumstances or greater than the posted speed limit on any public lands, waters, trails, or public road rights-of-way. Watch for and obey speed limit signs posted on trails. Speed limits may be waived in writing by the DNR for an organized race or competitive event. WHEN TRAIL RIDING • Obey all trail signs. • All designated trails are two-way unless posted otherwise. One-way trails must be traveled in the direction indicated. Directional Intersection Stop Sign Caution Sign Marker Sign Ahead Sign Continued... 24 2020-2021 OHV Regulations I 888 -MI NNDNR • Stay to the right when meeting or being passed by another trail user. • You must pass on the left half of the tread -way and only when the trail is free from on -coming traffic to safely pass the other trail user. • Yield to non -motorized trail users and shut off your engine when meeting a horse until the horse has passed or until waved on. • When entering or crossing a trail you must yield to trail traffic. When two trail users are about to enter an unmarked tread -way intersection from different directions, the trail user to the right has the right-of-way. CAN I RIDE AN OHV IN THE METRO AREA? In the seven -county metro area In the following counties—Anoka, Carver, Dakota, Hennepin, Ramsey, Scott or Washington (the seven -county metro area)—you may ride OHVs on: • Your own land. • Land posted with signs specifically permitting the use of OHVs. You may not ride OHVs on land you do not own unless given written or verbal permission by the owner, occupant or lessee. Land uses vary. Be sure to check federal, state and local regulations for specific restrictions. Minnesota statute 84.90 Subd 2 & Subd 3 Outside of the seven -county metro area No person shall enter on any land not owned by the person for the purpose of operating a recreational motor vehicle after being notified, either orally or by written or posted notice, by the owner, occupant, or lessee not to do so. Check for other government regulations or ordinances A county, city or town may by ordinance allow operation of an all -terrain vehicle on a public road or street under its jurisdiction to access businesses and residences and to make trail connections. Check with the appropriate unit of government for additional regulations or restrictions. Unless otherwise prohibited, a county board by ordinance may allow the operation of all -terrain vehicles on the road right-of-way shoulder, or inside bank or slope of a county highway or county state -aid highway, if: 1) the highway is in the agricultural zone; or 2) safe operation in the ditch or outside slope is impossible, and the county posts the appropriate notice. General Operations of ATV, OHM and ORV 25 OHM SAFETY TRAINING REQUIREMENT Ages 6 to 15�SflTA GFR� OHM operators under age 16 are required to have in .� /xI x possession an OHM safety certificate to operate on $ D public lands, frozen waters, and state or grant-in-aid trails in Minnesota. The Minnesota DNR OHM Safety course includes information on: basic operation, common parts and controls, operating safely and '7 responsibly, trail riding, rules and laws, riding skills S A. s and protecting the environment. Website: atvcourse.com/usa/minnesota Search for OHM Course After completing all the online course requirements, you will be able to print a certificate of completion. To obtain your permanent safety certificate. Mail the certificate of completion along with a $5.00 (check/money order) fee written out to the "Minnesota DNR." Mail to DNR Safety Training and Education, Camp Ripley, 15011 HWY 115, Little Falls, MN 56345. For more information, call the DNR Safety Training Program at 800-366-8917 or go to mndnr.gov/safety/vehicle/ohm OHM YOUTH OPERATORS Helmets Operators under age 18 are required to wear a helmet when operating on public lands, frozen waters, and road rights-of-way. See page 3 for the definition of an approved helmet. Continued... 26 2020-2021 OHV Regulations 888-MINNDNP Under age 12 • Must wear eye protection and an approved helmet. • Must have in possession a valid OHM safety certificate when operating on public lands and frozen waters. • May not make a direct crossing of a public road right-of-way. • May not operate OHM on a public road or public road right-of-way. • May not operate OHM on public lands or frozen public waters unless accompanied by a person age 18 or older. Exception: an operator participating in a DNR permitted event is not required to be accompanied by an adult. Under Age 16 • Must wear eye protection and an approved helmet. • Must have in possession a valid OHM safety certificate when operating on public lands, frozen waters, and public road rights-of-way. • May make a direct crossing of a public road (except an interstate highway) if accompanied by a person age 18 or older with a valid driver's license. Ages 16 and 17 • Must wear eye protection and an approved helmet when operating on public lands, frozen waters, and public road rights-of-way. • Must have a valid driver's license to operate an OHM on a public roadway, and the motorcycle must be licensed for highway use. (A driver's license is not required on designated trails when the trail specifically includes the road right-of-way). NONRESIDENT YOUTH OHM OPERATORS Nonresidents under age 16 may operate an OHM on public lands or frozen waters if they have in possession proof of completing an OHM safety course offered by the Motorcycle Safety Foundation (MSF) Dirt bike School, or another state and are accompanied by a person age 18 or older who has a valid driver's license. OHM GENERAL OPERATIONS • You may not operate an OHM in ditches, unless it is a trail designated for OHM use. • OHMs registered for highway use may operate on roadways. • A valid driver's license with a motorcycle endorsement is required to operate anywhere on road rights-of-way, including crossing roads. The only exception would be on portions of a designated trail that specifically include a road right-of-way. • Your OHM must have a headlight, taillight and brakes to be operated on a public road. The lights must be on while operating on a trunk, county, state aid, or county highway; or when crossing a public road right-of-way, 1/2 hour after sunset to 1/2 hour before sunrise; or in conditions of reduced visibility. • You must wear eye protection when operating an OHM. • You may not exceed 10 mph on the frozen surface of public waters within 100 feet of a person fishing or a fish house or other shelter. • Sound levels for OHMS manufactured after 1986 may not exceed 96 decibels when operated on public lands. Off-highway Motorcycles (OHM) 27 CROSSING PUBLIC ROAD RIGHT-OF-WAY A person operating an off-highway motorcycle may make a direct crossing of a public road right-of-way provided: • the crossing is made at an angle of approximately 90 degrees; • the off-highway motorcycle is brought to a complete stop before crossing the shoulder or main -traveled way of the road; • the driver yields the right-of-way to all oncoming traffic that constitutes an immediate hazard; • in crossing a divided road, the crossing is made only at an intersection of the road with another public road; and • if the crossing is made between the hours of hour after sunset to 1/2 hour before sunrise or in conditions of reduced visibility, only if both front and rear lights are on. Public Road Right -of -Way y OHM v Trail a 0 a` Roadway OHMS are not allowed within the road -right-of-way. You may not operate an OHM in ditches Ditch unless it is a trail designated for OHM use. Ditch 28 2020-2021OHV Regulations I 888-MINNDNR ORV EDUCATION AND SAFETY TRAINING Age 16 and older An ORV environmental and safety training course is available for persons age 16 or older. The course, available on a flash drive, covers ORV familiarization, operating procedures, law, towing procedures, ethics, safety hazards, and environmental considerations. It is not required by law to take the course, but it is highly recommended. The cost is $15.00. For more information, call the DNR Safety Training Program at 800-366-8917 or go to mndnr.gov/safety/vehicle/ory ORV YOUTH OPERATORS Under age 16 A person under 16 years of age may not operate an ORV. The owner of an ORV may not allow it to be operated by a person under age 16. ORV GENERAL OPERATIONS • All ORV passengers and operators must wear seat belts. • A valid driver's license is required to cross roads. The only exception is portions of a designated trail that specifically include a road right-of-way. • ORVs are required to have lights on while crossing public roads 1/2 hour after sunset to 1/2 hour before sunrise, and during periods of reduced visibility. • You may operate on state forest roads, trails and lands as described on page 34. You may not operate an ORV within the right-of-way of an interstate highway, or within a public road right-of-way, except on a designated trail. Photo: MN4WDA Off-road Vehicles (ORV) 29 Resident A Minnesota resident may purchase a 30 day ORV trail pass to try out ORV trails. Nonresident A nonresident operating an ATV, OHM, or ORV on state and grant-in-aid trails is required to have a nonresident trail pass, unless specified below: • The ATV or OHM trail pass must be available for inspection when requested by a law enforcement officer. • The pass is not required if the nonresident operator is driving an ATV that is registered in Minnesota. • The ORV trail pass must be displayed on the vehicle where it is readily visible. • Nonresidents do not need a pass if operating on a portion of an ATV, OHM or ORV trail that is owned by the person or the person's spouse, child, or parent, or if the ATV, OHM or ORV is registered in Minnesota. • Duplicate nonresident ATV, OHM and ORV trail passes are available. Trail passes required (examples not to scale): Resident ORV Trail Pass M h 4e. H z x 0/2021 - 07/29/2021 � Resident ORV Trail Pass Minnesota Department of Natural Resources NONRESIDENT OHM TRAIL PASS M 898190806 21 w SAMPLEMPLE NAME LJ 1 500 LAFAYETTE RD ST PAUL, MN 55155 Height 0'0" Wall ht Olbs -- der UNK L s OTHER Nonreside 'Trail, Ne 031 Effective Date ,1/. `: 11/20 .1 Require.-+ sitle, -to per, :an Off -Highway Motnrcycic r and IM tray. Pass must be B edia. possession and available for in,F ion. 031- Nonresident OHM Trail Pass $21.00 Total $21.00 Thls liens¢ Is NON REFUNDABLE license Signature: I hereby certify that my license privileges have not been revoked prior to thie date. Nonresident OHM Trail Pass Non Resident ORV Trail Pass M N x Valid .' /01/2021 - 12/31/2022 � Nonresident ORV Trail Pass Minnesota Department of Natural Resources NONRESIDENT AN TRAIL PASS MDNRN: 898190806 21 w SAMPLE NAME LJ 1 500 LAFAYETTE RD ST PAUL, MN 55155 31 0'0' ght 0lbs UNK THER Nonres"ent .N Trail '. C Effe,ti-Dat ;0 r01/21 Req,wedforn ci mtstoope,tean AL -Terrain Vehicleon astateorgrant-in-a :rail Pass _be immediate possession and available for inspnEdon. 022- Nonresident AN Trail Pass $31.00 Total $31.00 Th" linens¢ is NON-BEFUNDABLE Irse Signature: he eby cerdfy that my license privileges have no[ been revoked prior to his date: Nonresident ATV Trail Pass 30 2020-2021OHV Regulations I 888-MINNDNP The following are required for all off-highway vehicles operated on public lands, waters, trails, and public streets and roads open to vehicle use. Brakes Brakes must control movement and stop and hold the vehicle. Throttle Throttle must return the engine to idle when pressure to advance the throttle is removed. Mufflers • Mufflers must have a federally approved spark arrestor. • Overall noise emission from ATVs and ORVs may not exceed 99 decibels at a distance of 20 inches. • OHMs that are not competition cycles, and were manufactured in or after 1986, may not exceed noise emissions of 96 decibels at a distance of 20 inches. • Mufflers may not be altered to increase motor noise, or have a cutout, bypass, or similar device except if used at organized events. Towing • A straight-arm bar must be used to tow a trailer or other device containing passengers. • A disabled vehicle being towed may contain a person to steer. • At least 16 square inches of reflective material that is unobstructed and visible must be mounted on each side and at the rear of a trailer or other device. • Recommend passengers wear approved DOT helmets for their safety. Lights • The headlight and taillight must be lighted at all times if the vehicle is equipped with headlight and taillight. Conservation officers, deputy sheriffs, police officers, and state troopers all enforce off-highway vehicle rules. You must stop when signaled by a law enforcement officer. Penalties • Fleeing a law enforcement officer on an OHV is a felony and the OHV used may be forfeited. • A violation of an ATV, OHM or ORV law is a misdemeanor. • Most operation, registration and trespass violations also can be enforced by issuing a civil citation and can include restitution. • Fines for second or subsequent violations in wetlands, including the use of snorkel devices or for careless or reckless operation, can be more than double. • Carelessly and recklessly upsetting the natural and ecological balance of a wetland is a gross misdemeanor, and the vehicle may be forfeited upon a second gross misdemeanor of this type. Equipment Requirements for ATV, OHM and ORV 31 Violator training and suspension An individual who is convicted of violating a law related to the operation of an ATV must successfully complete the ATV safety online training course before continuing operation of an ATV. An individual who is convicted for a second or subsequent excess speed, trespass, or wetland violation in an all -terrain vehicle season, or any conviction for careless or reckless operation of an ATV, must successfully complete the ATV safety online training course and the testing and operating course components of ATV safety training before continuing operation of an ATV. An individual who receives three or more citations and convictions for violating a law related to the operation of an ATV in a two-year period must successfully complete the ATV safety online training course and the testing and operating course components of all -terrain vehicle safety training before continuing operation of an ATV. In addition to the training requirements listed here, operating privileges are automatically suspended for one year for: • Conviction for carelessly and recklessly upsetting the natural and ecological balance of a wetland (gross misdemeanor violation). • Operation on unfrozen public water, or in a state park, SNA, or WMA. • Willful, wanton or reckless disregard for the safety of persons or property. • Carelessly upsetting the natural and ecological balance of a wetland or public waters wetland. Reporting stolen, abandoned or destroyed vehicles A registered off-highway vehicle that is abandoned, stolen or destroyed must be reported to the DNR License Center within 15 days. There is no fee. Accident reports To report an OHV accident, call 911. The officer investigating an OHV accident must file a written report to the DNR within 10 days if the accident resulted in a human injury requiring medical attention, hospitalization or death; or total damage of $300 or more for ORVs, or $500 or more for ATVs and OHMS. Odometer tampering It is unlawful to knowingly tamper with an OHV odometer with the intent to defraud by reflecting a lower mileage than the true mileage, the same as other motor vehicles. Operating while intoxicated Operating an off-highway vehicle while under the influence of alcohol, a controlled substance, or other hazardous substance is unlawful. Operators who are impaired may be required to submit to tests by a law enforcement officer. Refusal to submit to the test is a crime and the person's ATV, snowmobile, and motorboat operating privileges will be suspended during the same time period as their driver's license privileges. Continued... 32 2020-2021 OHV Regulations I 888-MINNDNR Persons who test .08 or more—regardless of what vehicle type they are operating—will lose their ATV, snowmobile, and motorboat operating privileges, during the same time period as their motor vehicle driver's license privileges. Off-highway vehicle DWI violations convictions and refusals are recorded on the violator's driver's license record and may affect their driver's license privileges. An operator, who is found to be impaired or has an alcohol concentration of .08 or more, can be charged with a misdemeanor, gross misdemeanor, or felony level DWI. Persons convicted of a DWI may be subject to one or more of the following: Fines; jail time; loss of OHV ATV, snowmobile, and motorboat operating privileges; forfeiture of the OHV; loss of motor vehicle driver's license privileges and motor vehicle plate impoundment. The underage not -a -drop provisions in the DWI laws apply to ATVs and other off-road recreational vehicles, including loss of driver's license and OHV and motorboat operating privileges. Open bottle law It is unlawful for a person to drink or consume alcoholic beverages when an OHV is operated on a roadway or shoulder of a roadway that is not a part of a designated trail for that vehicle type. Trespass Ask first. You must have permission to enter legally posted land or agricultural land. Trespass laws apply to all outdoor recreation, including off-highway vehicle riding. Further information on trespass laws can be found in the Minnesota Hunting and Trapping Regulations Handbook at mndnr.gov/regulations You may not: wound or kill another person's domestic animal; destroy private property; pass through a closed gate without returning it to the original position; stray off marked state trails. Agricultural land is broadly defined. All planted grassland, hay land and short -rotation woody cropland also meet the definition of agricultural land. These lands do not need to be posted. Entering without permission is trespassing. OHV riding restrictions during deer hunting season OHV trails and routes on state forest lands are closed to ALL recreational off-highway vehicle riding (ATV and OHM) during firearms deer season where deer may be taken by rifle in Hunting Zone A, Series 100 and portions of Series 200. See the Minnesota Hunting and Trapping Regulations Handbook at mndnr.gov/regulations for dates and zones annually. Persons possessing a valid deer license may use an ATV in these areas only: • before legal shooting hours Ch hour before sunrise). • from 11 a.m. and 2 p.m. • after legal shooting hours ('/z hour after sunset). Forest roads remain open to OHV use. Enforcement 33 STATE FOREST LANDS Minnesota state forests have been classified into three groupings for off-highway and motor vehicle use: managed, limited and closed. For a complete listing of state forest classifications see page 37. You can ride your OHV on state forest roads and trails in accordance with state forest motor vehicle use classifications and regulations. • In managed state forests north of U.S. Highway. 2, OHVs may operate on mapped trails and other existing routes that are not gated or posted "closed." • In both managed and limited state forests, forest roads are open to OHV use unless posted "closed." • In limited state forests, OHV operation is allowed only on signed and mapped routes that are open for that type of OHV use. For example, trails can be designated for ATV, OHM, and/or ORV use. Seasonal or temporary road and trail closures Closures may be imposed at any time due to trail repairs, wet soil conditions, logging operations, or other natural resource protection or public safety concerns. Most often, closures happen during spring thaw or following a heavy summer rainfall. Closures are unpredictable, so always check mndnr.gov/ohv before you ride (updated Thursdays after 2 p.m.). State forest trails are closed during the Firearms Deer hunting season for recreational riding. Example of a temporary road or trail closure signs: ROADS and TRAILS ROADS and TRAILS ROADS and TRAILS TRAILS in the in the in the in the State Forest State Forest State Forest State Forest am CLOSED are CLOSED CLOSED CLOSED TO ALL MOTORIZED USE EXCEPT TO ALL MOTORIZED USE TO ALL MOTORIZED USE UNTIL FURTHER NOTICEEXCEPT Forest Road UNTIL FURTHER NOTICE D.Rwroce . .meeae.n�a� IS OPEN TO VEHICLES Forest Road Dxawroce .me.nae.eae� °f UNDER 1600 POUNDS. ro Events on state forest lands The DNR may provide temporary exceptions to the general rules for a specific state park, forest campground, forest day -use area, or state forest lands for emergencies or authorized special events. Notice of the exception will be plainly posted at the site. To hold a special event on state forest lands, a permit is required. Contact the Minnesota DNR Information Center. Continued... 34 2020-2021 CHV Regulations I 888-MINNDNR Where you can ride: In a managed forest on all state forest roads, trails and nondesignated routes unless posted "closed." In a limited forest on forest roads and on trails designated and signed to permit specific motor vehicle use and on trails specifically designated and signed for a vehicle type. For example, trails can be designated for ATV, OHM, and/ or ORV use. In a closed forest on frozen public waters. You may not ride: • In a state forest classified as "closed." • Within the boundaries of an area that is posted and designated as "closed." • On designated non -motorized trails unless also posted open for a specific motorized use. • Off of routes, roads and designated trails except when hunter/trapper exception applies. (See the Minnesota Hunting and Trapping Regulations Handbook at mndnr.gov/regulations for more information). • On forest lands in a manner that causes erosion or rutting or that damages or destroys trees or growing crops (the rutting provision does not apply on designated motorized trails). • On or over lakes, rivers or streams except: when the water body is ice -covered, or > at abridge, culvert or designated low-water crossing. • During deer hunting season, you may not ride on state forest trails in areas of the state where deer may be taken by rifle, unless you possess a deer hunting license. State forest roads remain open. Continued... Public Lands and Trails 35 Off-road or off -trail travel Traveling off roads and trails is prohibited on state lands. See Minnesota's Hunting and Trapping Regulations Handbook at mndnr.gov/regulations for more information. Big game hunting/trapping exceptions Persons with a valid hunting, trapping, or commercial license in possession may travel off-road and off -trail on Class 1 ATVs to: • retrieve big game (September to December); • hunt for big game and construct stands (October to December); • trap during the open season for protected furbearers; or • trap for minnows under certain conditions. Persons with a valid hunting, trapping or commercial license in possession may use Class 2 ATVs, ORVs and highway -licensed vehicles (HLVs) to travel on: • forest trails designated for ORV use; or • a route not designated for other uses or posted "closed" in managed forests. See Minnesota's Hunting and Trapping Regulations Handbook at mndnr.gov/regulations for more information. Firearms deer hunting On public lands a person possessing a valid deer license may operate an off-highway vehicle during the firearms deer season only: • before legal shooting hours Ch hour before sunrise); • from 11 a.m. until 2 p.m.; or • after legal shooting hours (Yz hour after sunset). Areas with limitations The big game hunter/trapper exceptions do not apply in areas signed and mapped as "No Motorized Travel." It also does not apply within the Richard J. Dorer Memorial Hardwood State Forest. Other restrictions and prohibitions • Unauthorized trail construction is not allowed on state forest lands. • Motor vehicles must be operated in a manner that does not cause damage to the road, land or other natural resources. Motor vehicle use causing erosion, rutting or damage to trees is prohibited. • In Richard J. Dorer Memorial Hardwood State Forest, motor vehicles may operate only on forest roads that are not posted "closed" and on forest trails that are designated for motorized use. Continued... 36 2020-2021OHV Regulations I 888-MINNDNR State forest classifications Some state forests have more than one motor vehicle use classification and are listed below more than once. Managed state forests Beltrami Island Big Fork Blackduck Cloquet Valley (portions) Finland (portions) George Washington (portions) Grand Portage (portions) Kabetogama Limited state forests Badoura Bear Island Bowstring Buena Vista (portions) Burntside (portions) Centennial Chengwatana Cloquet Valley (portions) Crow Wing Daughters of the American Revolution Emily Finland (portions) Fond Du Lac Foothills General C.C. Andrews George Washington (portions) Golden Anniversary Grand Portage (portions) Hill River Huntersville Closed state forests Battleground Birch Lakes Buena Vista (portions) Burntside (portions) Cloquet Valley (portions) Finland (portions) George Washington (portions) Insula Lake Koochiching Lake of the Woods Lost River Northwest Angle Pine Island Red Lake Smokey Bear Sturgeon River (portions) Lake Jeanette (portions) Land O'Lakes Lyons Mississippi Headwaters Nemadji Pat Bayle Paul Bunyan Richard J. Dorer Memorial Hardwood Remer Rum River St. Croix Savanna Smoky Hills Snake River (portions) Solana Sturgeon River (portions) Two Inlets Wealthwood White Earth Waukenabo Lake Isabella Lake Jeanette (portions) Pillsbury Sand Dunes Snake River (portions) Sturgeon River (portions) Welsh Lake Whiteface River Public Lands and Trails 37 NATIONAL FOREST LANDS The U.S. Forest Service, the National Park Service, and the U.S. Fish and Wildlife Service regulate motor vehicle use on federal lands. Check with the managing agency before riding on these lands. The Motor Vehicle Use Map (MVUM) is the legal guide for motor vehicle use on the national forests. The MVUM is updated annually and available at no charge at the forest supervisor or ranger district offices. You may ride an OHV and highway -licensed vehicles (HLV) on national forest roads or trails designated open to these uses on the MVUM map. You may not ride on national forest roads that are signed, gated, bermed with dirt, rocks, trees, etc., or not designated "Open" on the MVUM map. For information about national forests, contact: Chippewa National Forest 218-335-8600 www.fs.usda.gov/chippewa Superior National Forest 218-626-4300 www.fs.usda.gov/superior COUNTY FOREST LANDS AND TRAILS Counties may have adopted different off-highway vehicle regulations, which includes county administered land within state forest boundaries. For information on regulations, roads and trails on county land, please contact that county directly. GeoPDF MAPS FOR YOUR DEVICE Don't get lost in the woods, navigate large remote areas using DNR Geospatial PDFs "GeoPDFs" on your mobile device. Display your current location like Google MapsTM, but you don't have to be connected to the internet or have cell service while using the maps. Website: mndnr.gov/mobile/geopdf/index.htmi 38 2020-2021 OHV Regulations I 888-MINNDNP Where to ride your off-highway vehicle dnr.state.mn.us/ohv/az.html Safety training Minnesota Department of Natural Resources Safety Training Program—Camp Ripley 15011 HWY 115, Little Falls, MN 56345 800-366-8917 mndnr.gov/safety/vehicle State trails Minnesota Department of Natural Resources—Information Center 500 Lafayette Rd., St. Paul, MN 55155-4040 651-296-6157 or 888-MINNDNR findthetrails.com Off-highway vehicle registration Minnesota Department of Natural Resources—License Center 500 Lafayette Rd., St. Paul, MN 55155-4026 651-296-2316 or 800-285-2000 mndnr.gov/rlp For More Information 39 MDEPARTMENT OF NATURAL RESOURCES Minnesota Department of Natural Resources 500 Lafayette Road St. Paul, MN 55155-4040 888-MlNNDNR or 651-296-6157 mndnr.gov The Minnesota DNR prohibits discrimination in its programs and services based on race, color, creed, religion, national origin, sex, public assistance status, age, sexual orientation or disability. Persons with disabilities may request reasonable modifications to access or participate in DNR programs and services by contacting the DNR ADA Title II Coordinator at info.dnr(@state.mn.us or 651-296-6157. Discrimination inquiries should be sent to Minnesota DNR, 500 Lafayette Road, St. Paul, MN 55155-4049; or Office of Civil Rights, U.S. Department of the Interior, 1849 C. Street NW, Washington, D.C. 20240. ©2021, State of Minnesota, Department of Natural Resources Printed on recycled paper containing a minimum of 10 percent post -consumer waste and vegetable-based ink. EN F_0001 22 City Council Agenda: 05/23/2022 4B. Consideration to approve a Development Stage Planned Unit Development and Preliminary Plat for Block 52 First Addition, a Proposed Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Sq Ft of Commercial Office and Retail Use) in the Broadway and Riverfront Sub -Districts in the Central Commun District (CCD). Applicant: Mark Buchholz, Deephaven Development, LLC Prepared by: Meeting Date: ❑ Consent Agenda Item Northwest Associated Consultants 5/23/2022 ® Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Project Engineer, Public Works Director/City Engineer, Economic Development Manager, Fire Chief ACTION REQUESTED Decision 1: Consideration of a Preliminary Plat for Block 52 First Addition Motion to adopt Resolution No. 2022-65 approving the Preliminary Plat for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z. The Planning Commission unanimously recommends approval of the preliminary plat for Block 52 First Addition. Decision 2: Consideration of a Development Stage PUD for Block 52 First Addition Motion to adopt Resolution No. 2022-66 approving the Development Stage Planned Unit Development for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z. The Planning Commission unanimously recommends approval of the Development Stage PUD for Block 52 First Addition. The Planning Commission also unanimously recommends approval of rezoning to PUD. Rezoning to PUD will be considered at the time of final plat and final stage PUD consideration. REFERENCE AND BACKGROUND Property: Planning Case Number: Request(s): Deadline for Decision Land Use Designation: Zoning Designation Overlays/Environmental Regulations Applicable: Current Site Uses Surrounding Land Uses: Legal Description PID #'s: City Council Agenda: 05/23/2022 Lengthy, see Exhibit H 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 2022-010 A. Rezoning from CCD, Central Community District to PUD, Planned Unit Development District—considered by Council at final plat/final stage PUD. B. Preliminary Plat (Block 52 First Addition) C. Development Stage Planned Unit Development June 17, 2022 (60 -day deadline) August 16, 2022 (120 -day deadline) Downtown Mixed Use CCD, Central Community District NA - Survey submitted for verification outside of Shoreland Commercial / Vacant North: West Bridge Park (CCD) East: Commercial (CCD) South: Commercial (CCD) West: Commercial (CCD) Project Description: The subject site is located north of Broadway (County Road 75) and west of Pine Street (State Highway 25) and overlays approximately 2.08 acres of land. The site is proposed to occupy the majority of Block 52 of the Townsite of Monticello, overlaying 13 of the total 16 parcels which comprise the block. The project includes approximately 30,000 square feet of ground floor commercial space, an underground parking garage (83 spaces) City Council Agenda: 05/23/2022 and 87 dwelling units (ranging from efficiency to 3 -bedroom units). A rooftop open space for residents, a restaurant with a patio facing the river, a promenade along Pine Street and an open plaza at the corner of Pine Street and Broadway are also included. ANALYSIS: Land Use. The subject site is located at the northwest corner of the Pine Steet (TH 25) and Broadway (CSAH 75) intersection. The site is located on Block 52 of the Original Plat of Monticello. Block 52 is a key project area within the City's adopted Downtown Small Area Plan. The Downtown Small Area Plan incorporates a number of recommendations for this block specifically, and for the downtown generally. The following statement summarizes the goal of the Plan, and the characteristics of successful redevelopment in the downtown area: Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people — including dining, recreation, celebrating, gathering, shopping, and living. The proposed mixed-use plan responds to this statement in the following ways: • The restaurant location takes advantage of the river view orientation, particularly with outdoor patio space for seasonal use. • Excluding the restaurant, more than 20,000 square feet of commercial space will remain on the ground level, with frontages t both Pine Street and Broadway. • The residential component is built to maximize connection to the river through views from most of the units. • The mixed-use nature of the project supports an active day and nightlife in the downtown area. • The layout of the building relies on a design that retains views over the parking lot areas toward the park and the river, such that the high value of the river connection is City Council Agenda: 05/23/2022 maximized. In this regard, it will be important for the City and other landowners in the area to manage future development to retain the river views. • Street corner -orientation and dual -entrance for commercial uses. PUD Zoning. The project requires a planned unit development (PUD), accomplished by establishing a PUD Zoning District applicable to the subject site. The rezoning will establish a PUD over all 13 parcels. The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district. In this case, PUD is being requested to accommodate the following: • A mixture of commercial and residential uses. • An allowance for office uses on the Broadway Street level, focusing retail uses on along Pine Street. • A residential density which exceeds 25 units per acre (41.2 units per acre are proposed) • Incorporation of the 75' building height; encompassing the CUP requirement for buildings over 50' in height or 4 stories within the CCD. • The allowance of multi -family dwellings which face Broadway. • A reduction in off-street parking supply requirements and joint -parking conditions • Cross (shared) parking and access arrangements, including those with City -retained public parking areas. The PUD also specifically provides access to the proposed redevelopment lot from Walnut Street and River Street. To fulfill PUD intention of facilitating creative development outcomes, the applicant has proposed the following: • High-quality exterior finish materials and architecture (masonry, architectural metal panels and windows) • Patio, plaza and sidewalk enhancements, with City improvements to include public art • Vertical mixed-use design • Maximization of river views for residential uses; street -view orientation for commercial uses; retention of public edge and parking to river • Residential unit amenities which include the following: City Council Agenda: 05/23/2022 o Stainless steel appliances o Quartz countertops o Tile back splashes o On-site rental office o Clubroom o Fitness studio o Rooftop amenity deck o Bicycle storage o Secure package room Preliminary Plat. Block 52, upon which the development is proposed, is comprised of 16 individual parcels of land. Of the 16 parcels, the proposed plat occupies 13 of the parcels. The 13 parcels are currently held in ownership by the City of Monticello and Monticello Economic Development Authority. In considering approval of the preliminary plat and depending on the timing of various conveyance documents, the City and EDA will be consenting to and/or will be co -signatories to the plat. The southwest corner of the block is occupied by an existing antique store, a dance studio and a mattress store. These 3 parcels and buildings will remain as they are in lot configuration and are excluded from the subdivision. The intent of the preliminary plat is to combine the 13 various parcels into a single development site (Lot 1, Block 1, Block 52 First Addition). The proposed mixed-use project, with its residential component, is subject to a park dedication requirement. Although several public use options are built into the proposed design, no public parkland is proposed. The Parks Arts and Recreation Commission recommended a cash payment in lieu of land according to the City's fee schedule. In a subsequent motion, the PARC recommended that the cash -in -lieu be allocated toward West Bridge Park improvements. City staff recommends approval of the preliminary plat subject to the following conditions: 1. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through the site with a cross -access easement for both private and public use. Such easement shall be subject to review and approval by the City. Public cross access and parking will also be required for the parking areas which are to be conveyed to the developer. 2. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 3. Park dedication requirements of the City shall be satisfied. City Council Agenda: 05/23/2022 4. The plat is contingent on rezoning to PUD, establishing the shared access condition to River and Walnut Streets. 5. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. Development Stage PUD Land Uses. While the developer has indicated that a restaurant use with an outdoor patio is proposed within the mixed-use building, other intended users have not been indicated at this point. It is expected that the proposed commercial users would be consistent with the CCD first -floor requirements, including retail and commercial/personal services users. As a condition of Development Stage Plan approval and the PUD Zoning District, it is recommended that commercial uses in the proposed mixed-use building be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally, as part of the PUD, ground floor commercial uses along Broadway may be comprised of Professional Office uses with Pine Street frontage focusing on retail, hospitality, or entertainment uses. Access. The mixed-use project relies on three access points - one along Walnut Street via the City's public parking lot, a second along Walnut via a common alley access over private property, and a third along River Street (north of the subject site). An existing access to Pine Street (State Highway 25) was removed as a part of this project, which the City understands to be consistent with MnDOT policy of minimizing access points to the trunk highway route. The applicants and City representatives have been in discussions as to the ultimate ownership of the current City parking lot portion of the site. The applicant has proposed the plat with private ownership, along with the remainder of the publicly acquired parcels. Staff, including the City Attorney, recommend that the public parking areas and access to these areas be platted as a separate lot and retained by their underlying City and EDA ownership. It will be critical to ensure that full public access is retained over the parking area as well as for internal access for the existing and future landowners on the block. Public ownership also allows for control over event and park public parking opportunity and the long-term use of this portion of the project. This includes the possibility of more intensive parking options, such as a parking structure. In this regard, a cross -access easement would be a component of the PUD plan. As a condition of approval, it is required that the applicants plat the public parking lot and access points to the parking lot and streets as a separate lot. Building Design. The CCD District imposes specific design requirements for buildings which have frontage along Broadway, Pine Street and Walnut Street. These requirements are as follows: City Council Agenda: 05/23/2022 Broadway • All buildings should have a storefront or entrance on Broadway. Comment: Proposed project is compliant. • Buildings shall be oriented toward the front of the lot, with a maximum 10'setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Comment: Proposed project is compliant. • Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Comment: Proposed project is compliant. • Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. Comment: Proposed project is compliant, with varied rooflines and stepping, material variation, wall articulation and window placement and coverage. • Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality, or entertainment uses. Comment: The proposed project includes both retail and office on the Broadway frontage and retail and restaurant uses along the Pine Street frontage. • Sidewalks and/or pathway connections shall be provided for all development projects. Comment: The proposed project includes a sidewalk circling the majority of the proposed building. The project is also proposed to include a promenade feature for access to the Pine Street businesses. As a condition of approval, additional connectivity through the rear of the site to public sidewalks through parking areas is encouraged. City Council Agenda: 05/23/2022 Pine Street • Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a facade that mimics multiple stories through additional window openings or similar features. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation Comment: Proposed project is compliant. Walnut/Cedar Streets *Although not directly located on Walnut Street, the building is visible from Walnut and as such the following review comments are noted. • Features such as upper balconies, dormers, courtyards, porches, and dooryards shall be incorporated for residential uses. Comment: Proposed project is compliant with balcony features on the rear of the project facing Walnut. • Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. Comment: The proposed building offers a four-sided approach to design, with the some architectural elements — varied materials, roofline changes and building articulation — along the Walnut exposure. In addition to the preceding requirements, the City's Downtown Small Area Plan includes guidelines for development along each of the three referenced streets as well as specific City Council Agenda: 05/23/2022 guidelines for Block 52 redevelopment. Many of the street -related guidelines mimic the CCD District requirements listed above. As shown on the submitted site plan and building elevations, the proposed mixed-use building exhibits an L-shaped floor plan with a "building forward" design. The portion of the building with frontage along Broadway measures four stories in height (approximately 55 feet) with setback variations of 3' - 0" to 5' - 8". Of the four stories, only the lower three are to be constructed along the front building line (the entire 4th story is to be set back from the front building line). Along Pine Street, the building fagade measures five stories in height (approximately 75 feet at its highest point) with setback variations of 6' - 9" to 12' - 3". Of the five stories, only the lower four are to be constructed along the front building line (the 5th story is to be set back from the front building line). The lower floors in both building wings include fagade projections and recessions and such that flat building "walls" are avoided along the highly visible Pine Street and Broadway roadway corridors. As a mixed-use project, the CCD ordinance allows building heights exceeding 50 feet by Conditional Use Permit. The applicant proposed to incorporate this allowance by Planned Unit Development. Relative to this allowance, it is important to note that the uppermost residential floors will have limited visibility from a street pedestrian or vehicle perspective (as the upper floors are recessed) along the adjacent streets. Also of note is the vertical building element located at the corner of Broadway and Pine Street which measures 75 feet in height. Staff believes that this element is considered a positive architectural feature and serves the following functions: • A "gateway feature" for vehicles and pedestrians entering the City from various directions. • A corner "anchor" which ties the two building wings of varied height together and accentuates the building's primary entry point. • A vertical feature, centrally located within the downtown, which may serve to be an easily identifiable community reference point. As a condition of approval, it is recommended that the roofline extension as shown on the rendering be applied. The rendering illustrates a far more pronounced extension then the architectural elevations. In addition, it is recommended that architectural downcast lighting be added to this feature. City Council Agenda: 05/23/2022 According to the submitted building elevations, exterior finish materials include brick (sea gray and opus), horizonal and vertical metal wall panels (slate gray), EIFS (beige) and glass. The ground level facades along Broadway and Pine Street are to be finished in glass and brick. The use of EIFS is limited to the 4t" and 5t" floors and corners of the Pine Street wing of the building. All proposed building finish materials meet the minimum requirements of the Ordinance. While no dwelling unit balconies are proposed on the south side of the building (along Broadway), it should be noted that balconies are proposed of the east side of the building along Pine Street. Such balconies project approximately 5 feet from the building wall and will be visible from Pine Street. Staff recommends that City Officials provide feedback regarding the desirability of balconies along Pine Street. Planning staff believe the design of the building to be well -conceived from an architectural standpoint. The recessed and projected elements of the building facades, along with the mixture of finish materials and colors, results in an attractive building which is consistent with the intent of CCD District provisions and the Downtown Small Area Plan. To meet the expectations of the concept review discussion including the image elements present in the provided rendering, and the full intent of the Small Area Plan, staff recommends that the following elements related to the building design be included as conditions of approval: • Authentic brick is used. • A red, or red -based color, be included in the building's color palette (such that gray is not the dominant building color). This aspect would reflect the perspective rendering submitted as a part of the concept review. • Where exterior wall -mounted utility meters are shown, a screening method is provided that complements the building architecture and materials. • Color and stamping consistent with the building materials be applied to the vertical concrete retaining wall exposures along Pine Street and River Street to avoid a plain grey concrete wall in those locations. • Raised planters be used for shrubs and perennials located at the corner at Broadway and Pine Street. • Cornice and parapet treatments on the two building wings be modified/expanded to be more distinct and consistent with the concept plan review and rendering. • Brick sills and detailing be provided on all walls and surfaces. • A covering over a portion of the outdoor restaurant patio be provided (to avoid direct sun exposure). This recommendation is made to increase weather protection for the City Council Agenda: 05/23/2022 outdoor dining area and create a screen between this activity and the upper -floor residential balconies that overhang the patio. • Freestanding planters be integrated in exterior hardscape areas (where deemed appropriate). • If possible, the stairway located at corner of River Street and Pine Street be changed to an accessible ramp (within the right-of-way) as a sidewalk connection between the "promenade" to the street level. This ramp could be constructed to access the River Street elevation, providing an accessible route without relying on the restaurant patio area for access, or requiring that those requiring an accessible route navigate the full block to the corner of Broadway and Pine Street. If necessary, the accessible route from River Street could be relocated near the River Street parking lot entrance and an unobstructed route separate from the dining area should be provided. • Additional screening be provided along the Pine Street and River Street corner (possibly decorative mesh fence material with landscaping) to limit exposure from restaurant patio to street traffic • An architecturally appropriate railing be provided along the patio and promenade, a detail of which shall be provided to the City for review and approval. • Rooftop mechanical equipment, if provided, be screened from street -level views. Off -Street Parking Parking Lot Layout. The design of the parking lot differs slightly from that illustrated on the previously considered PUD Concept Plan. Specifically, the north -south drive aisle along the western edge of the parking lot has been eliminated. This change results in additional green space on the site while retaining the same number of surface parking stalls. Of some concern with the new parking layout are U-turn vehicle maneuvers which may be necessary near the parking lot's southernmost access point. To improve vehicle circulation in that area of the site, it is recommended that the southernmost parking stall area be redesigned to improve access and maintain as much parking as possible. Parking Supply. According to the applicant, a total of 197 off-street parking spaces are proposed upon the site, including the existing public parking available within the area proposed to be retained as public parking in the northwest area of the site. Of the total parking spaces, 114 are to be surface spaces and 83 are to be underground spaces. In addition, 88 on -street spaces are potentially available as tabulated below. 30+ parallel spaces on River Street 48+ spaces on Walnut Street City Council Agenda: 05/23/2022 9-10 spaces on Broadway 88 spaces on -street Based on the preceding calculation, it appears that as many as 285 parking stalls may be available for the proposed mixed-use project. As part of PUD Concept Plan consideration, it was determined that a total of 305 parking spaces, or 245 spaces with cross -parking options, are required of the proposed mixed-use project as calculated below: Commercial Parking Demand 90 spaces required for 5,500 sf restaurant (night/weekend and weekday/lunch) 60 spaces for 20,000 sf retail/office (daytime primarily) 150 total commercial spaces required The total commercial requirements may be reduced to 90 spaces+ with public cross -parking easement as allowed by ordinance. Residential Parking Demand 87 units/141 bedrooms 155 residential spaces required, based on 1.1 space/bedroom (mostly night/weekend) Of the required approximately 245 spaces, a total of seven stalls must be reserved for accessible parking. In compliance with this requirement, 5 stalls within the surface parking lot and two underground spaces are to be reserved for such purpose. The remaining uses on the site will also generate a parking demand as will uses on the adjoining block to the west. These businesses currently have access to the existing Block 52 public parking area and on -street parking along Walnut Street. At issue related to parking supply adequacy will be the mix and timing of parking in the area. Because the primary commercial activity in the project and the other uses is daytime focused, while the restaurant and residential portions are likely to be evening and weekend focused, there would appear to be, overall, an adequate supply of parking to serve even the peak use times on the block. This joint parking condition is recognized as part of the Planned Unit Development. The complication to this will be the overlap periods, later afternoons when the commercial uses are still open, and residents are returning home from work. It is critical in planning these mixed- use projects that residents have on-site options for parking and are not relegated to on -street or other off-site locations. This can be resolved by having specific designated spaces for City Council Agenda: 05/23/2022 residential tenants, or time -limiting certain spaces for residential parking only. The management aspect of this will be critical, as the City regularly requires no overnight on -street parking during winter hours. As a condition of Development Stage PUD approval, it is recommended that the applicant provide a parking management plan which specifies how overlap period parking issues will be addressed. In addition, the underground spaces shall be included within the unit rent structure to maximize usage of the facility for residents and minimize reliance on surface parking. Landscaping. Appropriately, a landscape plan has been submitted for review. The landscaping plan shows that the vast majority of plantings are proposed in boulevard areas along Broadway and River Street. Some additional trees are proposed within parking lot islands which are internal to the site. Specifically, 29 shade trees, 21 shrubs and 29 perennials are proposed on the site. Landscape surfacing materials include a mixture of sod and mulch. Sodded areas include the River Street Boulevard and internal areas within the surface parking lot. As a condition of Development Stage PUD approval, it is recommended that all proposed boulevard plantings be subject to review and approval by the City to ensure salt tolerance. As part of PUD Concept Plan review, Planning Staff recommended that consideration be given to an aggressive approach to landscape opportunity areas. More specifically, it was suggested that seasonal planters and screening structures be integrated into the landscape design to soften the impact of surrounding buildings and their service areas. It is recommended that this consideration be carried forward as a condition of Development Stage PUD approval. The following changes to the landscape plan are recommended: • Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. • Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. • Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. This are may also be a space for inclusion of public art. City Council Agenda: 05/23/2022 • Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. • Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. • It is recommended that the applicant provide detail on an internal site for pet activity, rather than rely on the parking area green space and green space on the westerly portion of the site. Lighting. A lighting plan has been provided in the submitted plan set. The vast majority of exterior site lighting is to be wall -mounted fixtures located on the ground level of the of the building (at a height of 8 feet). Additionally, four freestanding light fixtures, at a height of 25 feet, are proposed within the site's off-street parking area. Such fixtures satisfy the maximum height requirement of the Ordinance. These fixtures should match the City's street lighting structures. The applicant should further identify locations for lighting mounted under eaves and overhangs, or similar lighting design that emphasizes the architecture of the building, rather than the light source. In addition, decorative lighting within the westerly green space is recommended. According to the Zoning Ordinance, the maximum allowed illumination level for residential uses, as measured at the property line is 0.5 footcandles. This maximum illumination level has been satisfied with the current design — changes will require additional review. To be noted is that the parking lot layout, as illustrated on the lighting plan, does not match the parking lot layout shown on the submitted site plan. As a condition of Development Stage PUD approval, it is recommended that the parking lot layout shown on the lighting plan be modified to match the layout on the site plan. Trash/Recycling. According to the submitted site plan, a trash enclosure is proposed to be located in the northeast area of the site, alongside the west -facing fagade of the Pine Street wing of the building. The enclosure will be accessed from the west, within the surface parking lot and, according to the applicant's narrative, will be finished in the same brick as that used on the principal building. The illustration shows a decorative cap on the enclosure. A solid gate, which appears to be coated steel, would screen the opening from the parking area. City Council Agenda: 05/23/2022 Signage.—The applicant has not provided any information related to signage at this point. Any new signage on the site will be subject to sign permit processing. A proposed sign plan should be prepared that identifies all site signage, including the following: • Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, but not box or painted panel signage. • Clarification and detail of the projecting sign identifying the complex; no free-standing signage is proposed. • Work with the City to embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. • Work with the City to develop an historical marker sign in the public spaces along the project. • Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenant space. • Window signage for commercial space shall be limited to no more than 40% of any window panel. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer. Budget Impact: The applicant provides an escrow to cove the review costs associated with the application. II. Staff Workload Impact: Staff and consulting review time on this significant downtown project is estimated at 12-20 hours. III. Comprehensive Plan Impact: The proposed redevelopment project is in conformance to the Monticello 2040 Plan, including the Downtown Small Area Plan. The parcels are guided "Downtown Mixed Use" within the current Monticello 2040 Vision + Plan. The Comprehensive Plan adopts the Monticello Downtown Small Area Plan as the guiding document for downtown development and land use. The Downtown Small Area Plan specifically recommends leveraging the public property on this block to "create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and river." The plan views the area as key to the success of downtown revitalization, suggesting as an immediate Next Step and Implementation measure to "Aggressively market development opportunities such as Block 52." The redevelopment project property connects the downtown directly to the river and the proposed redevelopment on the site supports the Downtown Small Area plan's four main goals: City Council Agenda: 05/23/2022 1. Become a River Town 2. Improve the Pine Street experience for all 3. Focus on small and medium investments 4. Shift the center of downtown to Broadway and Walnut PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the application requests and held a public hearing on each request on May 18, 2022. Chairman Konsor stated that the proposed project is particularly important given the community's sentiment that downtown is the heart of the community; it is where the town began and plays an important role in both its history and future. With this in mind, Mr. Konsor asked staff to provide background on the prior community engagement and planning related to this project and the downtown. Steve Grittman provided context on previous downtown plans prepared by the City, specifically referencing the current Downtown Small Area Plan. He noted that Block 52 plays a prominent role in the vitality envisioned by that plan. Mr. Grittman further explained that a number of outreach efforts were used throughout the Small Area Plan process, including engagement with both the community and downtown business and property owners. The Commission inquired as to the footprint of the proposed building compared to existing. It was noted that the proposed building is larger in footprint. During the public hearing, a resident of the Riverwalk townhome development addressed the Commission. The resident indicated some concern with the reconnection of Walnut Street to River Street creating the potential for additional traffic along Front Street. He also noted that it was unlikely that traffic pattern along Front would be maintained for any duration. He also indicated that he is excited about the project itself. An inquiry was made regarding traffic, access points and circulation through the site. Staff explained that the access points are to Walnut and River; no access points will be made to Broadway or Pine. It was also stated that the city is widening the radius at the corner of Broadway and Pine and additional pedestrian separation will be made along the Pine Street sidewalk through the promenade feature. The height of the building was addressed. Staff clarified that the height of building is 75'. The ordinance allows base heights of 2-4 stories, or 50' in height. This may be exceeded by Conditional Use Permit, which is proposed to be accomplished by PUD for this project. It was noted that the building is 5 stories at its tallest, but steps down toward the existing buildings on Broadway and toward the river on Pine Street. City Council Agenda: 05/23/2022 A resident along Broadway expressed concern for preservation of history in the downtown and indicated that it would be important to the businesses downtown who may not all be in favor of the development to make connections to the project. She also indicated that gathering spaces and the inclusion of trees and flowers would be important additions to the site. Historic signage integration was noted as an important contribution; it was noted that item is already listed as a condition of approval for the project. The Commission discussed components of the site and architecture. The Commission noted that the project architect had been intentional with design features reflective of historic buildings and typical downtown architecture. Staff called out the materials, building emphasis points and stepping, corner orientation and significant window coverage for the building. A representative of the business at 201 West Broadway expressed concerns with the parking demand created by the project. He stressed that existing businesses need to be able to serve customers. He also noted that the Walnut and Broadway Intersection is very busy, in particular the left turn lane onto northbound Pine Street. He confirmed the busiest time is 4-6 PM on weekdays. Staff reviewed parking calculations specific to the site, stating confidence that there is enough parking, but that management of parking will be critical. Staff stated that cross parking between the retained public lot and the proposed development lot will be required, as will a management plan. It was further noted that parking configurations will be evaluated with the proposed public improvement on the adjacent Walnut and River Streets, and a parking study will be completed on the four blocks surrounding the Walnut and Broadway intersection. A resident of Clearwater addressed the Commission, also indicating a desire to restore the existing buildings. The Commission and Council liaison responded with information on the process of working with the property owners on their buildings, their desire to sell, the fagade improvement program active in the downtown, and continued work to support existing businesses in the downtown by encouraging more activity overall. The Commission also encouraged the speaker to continue their involvement in the downtown and expression of those ideas. Another resident addressed the Commission expressing strong support for the project and noting that rehabilitation of the existing buildings would be challenging. He also commented that the reconnection of Walnut would be reflective of a prior condition, in which Walnut served as the old Highway 25. The developer spoke to the Commission. Mark Buchholz, representing Deephaven Development expressed that it is their desire to create synergy in the downtown and to work with existing property owners. He stated that they are willing to take feedback. He also explained that they are currently working with the City on incorporation of historic elements City Council Agenda: 05/23/2022 and art into the project. They have been careful throughout design to respond to the comments made about the importance of the project. He also said that they are also concerned about parking as it will need to be viable for their tenants and residents. A business owner along the south side of Broadway stated support for the project and inquired whether the Fagade Improvement Grant was still available. Staff confirmed and provided a summary of the program. Hearing no other public comment, the Commission closed the public hearing. The Commission again noted the importance of the project and the developer's willingness to meet the objectives of the downtown plan, as well as community stakeholders. Following discussion, the Commission voted unanimously to recommend approval of the rezoning to PUD, preliminary plat and development stage PUD. STAFF RECOMMENDED ACTION Staff recommends approval of the requested applications for preliminary plat, Development Stage PUD, and rezoning to PUD, subject to the conditions in Exhibit Z and based on findings in the accompanying resolutions. The proposed mixed-use project is consistent with the City's vision for the subject property as provided in the City's Comprehensive Plan and Downtown Small Area Plan. Under the Planned Unit Development zoning proposed, the project provides amenities and aesthetics to balance the requested flexibilities for parking and building design. The project is compliant with the street -specific development standards imposed in the CCD zoning district. SUPPORTING DATA A. Resolution 2022-65, Preliminary Plat B. Resolution 2022-66, Development Stage PUD C. Resolution PC -2022-032 D. Resolution PC -2022-033 E. Resolution PC -2022-034 F. Ordinance No. 779 G. Block 52 Aerial Image H. Project Narrative Developer Commitment Letter, dated April 13, 2022 Certificate of Survey, dated March 16, 2022 K. Preliminary Plat L. Civil Plan Set, Including: a. Site Plan b. Demolition & Removal Plan c. Grading Plan d. SWPPP Plan e. Utility Plan M. Landscape Plan N. Architectural Rendering & Floor Plans O. Building Elevations P. March 1, 2022, Concept Meeting Rendering & Elevations Q. Supporting City Information, Including: a. Monticello 2040 Vision + Plan, Excerpts b. Monticello Downtown Small Area Plan, Excerpts R. Monticello Zoning Ordinance, Excerpts S. MN DOT's Letter, to be provided T. Wright County's Letter, dated May 12, 2022 U. City Engineer's Letter, dated April 28, 2022 V. Letter from MNDOT W. Letters of Public Comment Z. Conditions of Approval PID #'s: City Council Agenda: 05/23/2022 EXHIBIT Z Conditions of Approval Block 52 First Addition Preliminary Plat and Development Stage PUD 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. City Council Agenda: 05/23/2022 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). City Council Agenda: 05/23/2022 n. Freestanding planters shall be integrated in exterior hardscape areas. o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenant space Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. City Council Agenda: 05/23/2022 b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief, including (added items in italics): a. Verify the ground clearance for the ladder truck will be sufficient for the River Street entrance. b. Verify the turning radius for the ladder truck will be met, entering from the two entrances. C. Verify that hydrant locations will meet the requirements of the Fire Code. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 APPROVING A PRELIMINARY PLAT OF BLOCK 52 FIRST ADDITION PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi- family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and WHEREAS, the Planning Commission has recommended approval of the proposed plat and Development Stage PUD of Block 52 First Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat of Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief, including (added items in italics): a. Verify the ground clearance for the ladder truck will be sufficient for the River Street entrance. b. Verify the turning radius for the ladder truck will be met, entering from the two entrances. c. Verify that hydrant locations will meet the requirements of the Fire Code. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-65 23. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 2311 day of May 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL Bv: Lloyd Hilgart, Mayor roq CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 APPROVING A DEVELOPMENT STAGE PUD FOR BLOCK 52 FIRST ADDITION, A PROPERTY IN THE CCD, CENTRAL COMMUNITY DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi- family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed Development Stage PUD is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 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 recommended approval of the proposed plat and Development Stage PUD of Block 52 First Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD of Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief, including (added items in italics): a. Verify the ground clearance for the ladder truck will be sufficient for the River Street entrance. b. Verify the turning radius for the ladder truck will be met, entering from the two entrances. c. Verify that hydrant locations will meet the requirements of the Fire Code. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-66 23. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 23rd day of May 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor 6 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-032 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE PUD, BLOCK 52 FIRST ADDITON PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTIES FROM CCD TO PUD, BLOCK 52 FIRST ADDITION DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed plat and Development Stage PUD are consistent with the long- term use and development of the property for mixed downtown use; and WHEREAS, the zoning district and map amendments herein will accomplish the objectives of the project and the City's land use plans; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-032 WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat and PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, structured parking, mixed uses, commercial development on the street - level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Amendment to the Zoning Ordinance and Map as specified in Ordinance No. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELLO PLANNING COMMISSION JIM 2 Paul Konsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-032 Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT OF BLOCK 52 FIRST ADDITION PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat of Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would F CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-033 MONTICELLO PLANNING COMMISSION A ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 6 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR PROPERTY IN THE CCD, CENTRAL COMMUNITY DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed Development Stage PUD is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 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; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for the Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 n. Freestanding planters shall be integrated in exterior hardscape areas. o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 a. Change the Broadway street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-034 ADOPTED this 181h day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 6 ORDINANCE NO. 779 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE BLOCK 52 PLANNED UNIT DEVELOPMENT DISTRICT AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM CCD, CENTRAL COMMUNITY DISTRICT TO PUD, BLOCK 52 PLANNED UNIT DEVELOPMENT DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Chapter 3 Title 10 — Zoning Districts is hereby amended by adding the following: 3.8 (16) Block 52 PUD District (A) Purpose. The purpose of the PUD, Block 52 Planned Unit Development District District is to provide for the development of certain real estate subject to the District for mixed land uses consistent with the direction of the Downtown Monticello Small Area Plan chapter of the Comprehensive Plan and the specific uses and improvements identified in the Final PUD Plans dated , as may be property amended. (B) Permitted Uses. Permitted principal uses in the Block 52 PUD District shall be those identified in the Central Community District in general, and on the Block 52 PUD Final Stage approval specifically. The introduction of any other use from any district shall be reviewed under the requirements of the PUD requirements and process. (C) Accessory Uses. Accessory uses shall be those specifically identified by the approved Fianl Stage plans for each approved project. (D) District Performance Standards. Performance standards for the development of any lot in the Block 52 PUD District shall adhere to the approved Final Stage plans and development agreement. In such ORDINANCE NO. 779 case where any proposed improvement is not addressed by the Final Stage PUD plans, such improvement shall only be considered with an amendment to the Final Stage plans per the process specified in the Ordinance. (E) Amendments. Where changes to any proposed project in the PCD 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 approved Final Stage PUD plan under the terms of the Monticello Zoning Ordinance. The City may require that changes in overall use, density, site plan, development layout, building size, mass, or coverage, or any other change of the PUD property be processed as a new project, including a zoning district amendment. (F) Variations from Plans. The Community Development Department shall determine whether any proposed variation from the approved Final PUD plans shall constitute a PUD Adjustment or PUD Amendment. The Community Development Department shall make this determination narrowly, favoring a full Amendment process in the case of any uncertainty. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from CCD District to Block 52, Planned Unit Development: See attached Exhibit A for legal description . Section 4. 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 5. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2022 ORDINANCE NO. 779 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Consideration of Rezoning to PUD, Development Stage PUD, and Preliminary Plat of Block 52 First Add. Broadway and Riverfront Sub -Districts of the CCD Created by: City of Monticello DocuSign Envelope ID: 1FF2EA5A-EBC4-4C54-8D9F-8C3F9AAB1CA0 BUCHHOLZ P R 0 P E R T E S Buchholz Construction 4379 33rd Ave S, Suite 121 Fargo, ND 58104 April 13th, 2022 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Block 52 Dear Angela, Buchholz Construction is aware of the applicant's understanding of the financial requirements for the development of the PUD for the Block 52 project in accordance with the City's specifications for streets, utilities, and installation of such improvements, and the financial guarantees for the completion of such improvements. Buchholz Construction LDocuSigned by: l eww „04/09/22 A46A34Z5�27�ILI3. "7 By: Mark Buchholz Its: President r1h BUCHHOLZ ON April 8th, 2022 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Stonewood Development's application items for the Development Stage PUD Proposal of the property described in the attached Land Use Application form. The checklist item description is copied in bold with our response written below. • Administrative information (including identification of the drawing as a "PUD Development Stage Plan" the proposed name of the project, contact information for the developer and individual preparing the plan, signature of the surveyor and civil engineer certifying the document, date of the plan preparation or revision, and graphic scale and true north arrow) Owner of Record: City of Monticello 505 Walnut Street, Suite I Monticello, MN 55362 Prospective Buyer/ Developer: Architect: Deephaven Development RHET Architecture Buchholz Construction (Mark Buchholz) Rhet Fiskness, AIA =M 0M- Surveyor: Craig Wensmann, PLS Bogart, Peterson & Associates, INC. �Em Structural Engineer: Sandman Structural Engineers Nathan Hoffmann, PE mw� Civil Engineer: Shultz Engineering & Site Design Brian Shultz, PE Commercial Realtor: Property Resources Group Brendan Muldoon =M Narrative: Buchholz Development/Properties continues to propose building a 128,044 square foot mixed use building consisting of 30,378 square feet of commercial storefront and 97,666 Sq. Ft. of residential multifamily units on the site commonly referred to as Block 52. Along with this narrative, the Development Stage Preliminary Plat and Rezoning application items have been submitted. Furthermore, we have also addressed the incomplete items that were called out in the correspondence letter that we received from the City of Monticello dated April 11, 2022. To review, the Block 52 site is located and is bound by Pine Street on the east, Broadway to the south, Walnut to the west, and River Street to the North. The site and building consists of the following attributes: • 2.11 acres • 87 residential units • 84 underground parking spaces • 114 On -Site Surface Parking Spaces • Commercial storefront bays that are capable of being demised into sizes ranging from 1,500 SF -15,000 square foot commercial retail bays. Since submitting the Concept PUD application there has been no change to the overall size of the building, however the unit count has been increased by two which was accomplished by replacing a 2 -bedroom loft unit with two 1 -bedroom units, and adding a 3 -bedroom unit on the 5th floor across from the clubroom and patio space. Although we are seeking approval of PUD, we continue to utilize the existing CCD as our guidance. As noted in the Concept PUD application in order for the project to be economically feasible we are asking for flexibility in the following areas: • 75' building height exceeds the CCD limit of 50'. As per CCD, buildings taller than 4 stories or 50' may be authorized by a conditional use permit. • Multi family dwelling units shall not be restricted from facing Broadway on the upper levels • 2 community roof top patios will be provided in lieu of individual balconies for every unit. Several of the unit types will feature private balconies, but a private balcony will not be provided for every unit. • Residential Density exceeds the prescribed maximum of 25 dwellings per acre. In exchange for the leniency provided by the PUD, we have devoted a great amount of time and resources to ensure a high quality architectural facade. As for enhanced materials the proposed building features an upgraded window package, amble storefront windows, and use of masonry and metal architectural panels as the primary exterior finish. The residential units will provide the following interior amenities and upgrades: • Stainless steel appliance package • Quartz countertops • Tile back splash • On-site rental office • Clubroom • Fitness studio • Rooftop amenity deck • Bike Storage • Secure package room Since submitting the Concept PUD and more recently completing the civil engineering plans the site plan has been redesigned to account for the elevation change that occurs on site. As a result, the curb cut along River Street has been shifted to the west and the slope of the ramp leading to the underground parking garage has been redesigned, which subsequently required the parking lot to be reconfigured as well. The net effect is that our surface based parking spaces (not including spots along Walnut Street) has the same number of parking spaces, 114, just in a different orientation. Given the fact that our original site plan was already slightly below the CCD zoning specified minimum requirement for parking our hope is that we can continue to work in conjunction with the City of Monticello to pick up additional on -street parking on River Street. Aside from the abovementioned items virtually nothing has changed to the aesthetic look and function of the building. Despite the challenges with increasing trend of interest rates and construction input costs we remain committed to the redevelopment of Block 52. Our desire continues to be to start demolition in either July or August and commence construction immediately following with a completion date of December 2023. Again, we would like to thank the City of Monticello, EDA, and the community as a whole for the overwhelming support that we have received on the Block 52 redevelopment project and we look forward to look forward to the positive transformation that will be created to the downtown Monticello corridor. List of items of items requested in the Thursday, April 14th letter from the City of Monticello • Project narrative- included above • Title Commitments for all parcels and land to be platted- submitted • Confirm the Preliminary Plat submitted has been sent to Wright County and Minnesota Department of Transportation for review- Chris Gray, Bogart, Peterson & Associates, INC. submitted the plat to both Wright County and MNDOT. • Information on the Ingress/Egress Easement located on along the East boundary. The easement appears to have been established by deed and does not have a recorded document. Nevertheless, our intentions is to vacate the easement and we are currently in the process of preparing the vacation document. • Update submitted Elevations: Per checklist, the elevations must detail building materials, locations of exterior mechanical systems, meter locations and should also illustrate underground garage entrance. The architectural plans that have been submitted detail the enhanced building materials we intend to utilize on the exterior fagade. We have had conversations with Xcel regarding the electrical meters. They are calling for one electrical meter per commercial tenant and one house meter for the building on the exterior. Per this plan all the electrical meters for the residential units would be located within the mechanical room. Our preference would be to have all the meters, including the commercial meters, within the building. We are still working through this line item. • Detail on screening and access for trash enclosure. The plan is construct with design and materials similar to the image below. The brick on the trash enclosure will match the brick on the main building. • Lighting Plan: Lighting location, style and mounting and light distribution plan. Lighting plan has been submitted. • Dimensional rendering of all four (4) side of proposed building, including the depiction of patio spaces. Plans have been submitted showing all 4 sides of the building and patio spaces. • Detail and material description of retaining wall. the plan calls for a cast in place concrete retaining wall. • Gate and/fencing material information. The plan for the fencing/gate is to construct an ASCOT Black Flat Top powder coated aluminum fence that provides a lifetime warranty. The fence will be 4 to S feet in height. (Link to the product can be found below) https://www. dakotafence. com/uploads/pdf/Dakota-Fence-Alumi-Guard.pdf • Pavement material information. See attached Civil Engineering Plans The Proposed name of the project- Block 52 Mixed Use Development Signatures of the surveyor and civil engineer certifying the respective documents, dates of the plan preparation or revision, and graphic scale and true north have been provided on the plans Area calculations for gross land area, wetland areas, wetland buffers, right-of-way dedications, conservation areas, and proposed public and private parks a. Property does not currently have a physical address. b. Parcel Size: 2.11 acres (91,912 SF) c. Wetland areas- non applicable d. Wetland buffers- non applicable e. Right -of way dedication- non applicable f. Conservation areas -non applicable g. Proposed Private Parks- there is a planned pocket park located along Broadway west of the proposed building and the mattress building. • Existing zoning districts- Zoning: Central Community District • Layout of proposed lots with future lot and block numbers- see attached plans. Denote outlots planned for public dedication and/or open space (schools, parks, etc.) non - applicable • Area calculations of each parcel- see preliminary plan. Lots will be combined into a single parcel consisting of 2.11 acres. • Proposed setbacks on each lot (forming the building pad and calculated buildable area; a. There are no proposed setbacks on this lot b. Lot Coverage shall be Minimum 20 percent and Maximum 90 percent i. Lot size: 91,912 Sq. Ft. ii. Building Square footage: 29,961 Sq. Ft. iii. Total building area: 33.13 percent c. 100% hardcover allowance. Reference site plan for green space areas. • Proposed setbacks on each lot (forming the building pad) and calculated buildable areas; a. 100% hardcover allowance. Reference site plan for green space areas. • Existing contours at internals of two feet. Contours must extend a minimum of 200 feet beyond the boundary of the parcel(s) in question. See Civil Engineering Plans •f wetlands and/or watercourses over the property and within 200 feet of of the subdivision parcel. The subject property does not include wetlands, floodplains, or sensitive ecological areas identified in the Natural Resource Inventory. Grading drainage and erosion control plan prepared by a registered professional engineer, providing all information outlined in Monticello Zoning Code, Chapter 4, Section 10(C) see civil engineering plan Location, width, and names of existing and proposed streets within and immediately adjacent to the subdivision parcel a. The building is located on the corner of Pine Street and West Broadway Street, with wings along both streets. The building extends the entire length of the lot along Pine Street and about 3/4 length along West Broadway Street with parking behind the building accessible from River Street. b. Reference site plan Colored building elevations to illustrate the proposed visual appearance of new con- struction, including detail on all building materials. Elevations should include all sides/faces of the building, and the visual location and size of all exterior utility and mechanical systems, including HVAC, meters, and powerlines. a. Existing power lines and transformer to be relocated. b. Electrical meters located at inside corner of interior courtyard adjacent to rear entrance door. • Proposed sidewalks and trails a. Sidewalks located along Pine Street, River Street, West Broadway Street, & connecting parking with Broadway. • Vehicular circulation system showing location and dimension for all driveways, park- ing spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency ac- cess, if necessary, public and private streets, alleys, sidewalks, bike paths, direction of traffic flow and traffic control devices a. Reference site plan for locations and dimensions. Lighting location, style and mounting and light distribution plan- see attached lighting plan • Proposed parks, common areas, and preservation easements (indicate public vs. pri- vate if applicable) a. The impervious service is limited to the pocket park and boulevards b. The subject property does not include wetlands, floodplains, or sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils or areas of concentrated woodlands. • Landscape plan prepared by a qualified professional providing all information out- lined in Monticello Zoning Ordinance Section 4.1(D) including planting counts, sizes and species- see attached landscaping plan • Location and detail of signage providing all pertinent information outlined in Monti- cello Zoning Ordinance Section 2.4(K)(3)(b) a. Signage will compose of one (1) 10' tall marquee sign, with the building's name, located 19' above grade. Reference the exterior rendering. Future tenant signage will compose of both metal diecast letters and back light signs located above com- mercial tenant entrance doors as per city ordinance guidelines. • Location, access and screening detail of large trash handling and recycling collection areas in compliance with the requirements of Monticello Zoning Ordinance Section 5.3(D)(34). a. The trash enclosure shall comply with Monticello Zoning Ordinance Section 5.3(D)(35), being an accessory structure made of architectural grade CMU split faced block walls or brick to match the building, metal panel roof, and opaque metal doors. See attached image as an example. • Utility plan for municipal services including water, sanitary sewer and storm water, completed by a registered civil engineer. See attached Civil Engineering Plans 6' 06 \ 1ve 9/8 86, IP %211 ,9 j. Rem cap \4�\ V0. 180 Q a 1P %211 °4 A IP 3411 k Open • / d PID:/155-0/0 c \ N \ / L-A. LlU11U / O qry / FFE= 92 :• d (50 A4 A • \ Ex. Building / No. 155 / FFE= 929.2 / O i O / v O� SMH / 1b �f�im=927.47 / /O\O \ h ` PID: /155-0/0-0520/0 1 /Q�\ u \ i Survey Notes: \ 64 /. Be search for restrictions or easements or adjoining deeds was made A the surveyor. Certificate of Survey / � < 2. Bearings are based on the Wight County Coordinate System (NAD83 86ADJ.) / In (/�W) .98 J. Reference Survey's for the City of Monticello of Block 52, TOWNSITE OF MONTICELLO, by Anderson I V(E) = 7 \ Engineering of Minnesota, LLC., dated 8129119, and Taylor Land Surveyors, Inc., dated 3119/0/. \ ,%CI/CS °yF \ 4. The field work of this survey was performed on February 25th, 2022. Due to snow and ice \� C��S I \ conditions, the surveyor further does not warrant that the improvements are e the exact location, C7 lonewood allevelopment although does certify that they are located as accurately as possible from the conditions available. IS\ 5. The plat of TOWNSITE OF MONTICELLO was recorded May 1855. \\ Xs�jZ ��9 oyF / \ \ 6. Potential title gaps or overlaps exist due to parcels being described from opposite directions, such oti ��f. / • • O L / \ as "The Southerly 65 feet" vs "The Northerly 100 feet" of Lots 14 and 15. Part of Block 52, To wns�te of Monticello O 7. A Gopher State One Call was requested as Ticket No. 2204807/6. \ 8. Block 52, TOWNSITE OF MONTICELLO is located in Zone C, an area of minimal flooding per Fd9P , • , , U O Q* 9. \ FIRM Community—Panel No. 27054/00056, effective date November 1, 1979. �� of (n �r City of Monticello Wright County, Minnesota o C9. The Ordinary High Water Line of the Mississippi was located at the natural top of bank of O O \ O \ \ \ normal flow height of the river (elevations vary). O T y ^� 19 . 0/1 w 19 olyw CD, Ld 19 � N S+ 4VIro \ry ti y F\ \ \ \ / L`' z h °° ,� /� '��� °fe /, \ ' / \ / /// Property Descations: ry c o /% a; \ / \ (Per Title Commitment Policy No. 0X13505205, Old Republic Title) cn \�� S? n' • ey U / / \ / °' (PID 155-0/0-052090, 155-0/0-052070 & 155-0/0-05203/) OU Op A strip of land 16 112 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot 8, Block 52, TOWNSITE OF MONTICELLO, also 0 � described as the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot 8, as measured at a right angle to and parallel with the N Y Southeasterly and Southwesterly lines thereof. N U O O o �� ,n �o /�o S \ /�/ LO Lot 9, Block 52, TOWNSITE OF MONTICELLO N m N N �S /Q t PlD 155— —05 ° o c / \ / ori N �° ^ ' Aer wyP // Lot l0, Block 52, TOWNSITE OF MONTICELLO, except that part of Lot l0, Block 52, CITY or TOWNSITE OF MONTICELLO, described as follows: Beginning at N m m w /j / e%y /oco the Northeasterly corner of said Lot 10,• thence Southerly along the Southeasterly line of said Lot l0 a distance of 36.00 feet, thence Westerly to a w J z \�p� point on the Northwesterly line of Lot l0 distant 36.00 feet Southerly of the Northwesterly corner of said Lot l0,• thence Northerly along said Z Z Y Z N 6 0 �e,%f o/ ` • Northwesterly line of said Northwesterly comer, thence Easterly along the Northeasterly line of said Lot l0 to the point of beginning. N Q U J C S! y9� 9rytt a lD: 0/0-05 /40 ��`? / ,y/o _ 1 W CD w � \� Location. t s able a h A,tor // The Easterly 20 feet of Lot 3 and Lot 4 and Lot 5, except the East 18 feet l0 inches of said Lot 5 (the East l8' l0" of said Lot 5 being sold to Roy p p p U p LL_ 0 /;tee �,` / I for moZzk�' e \off O _� / e// r,j9 / A. Louring and is described: That part of Lot 5 being more particularly described as follows: Beginning at the Southerly point of said Lot 5; thence See ots of 8t• , 0 / . \ �� x O ® Northwesterly along the Southwesterly side of Lot 5, 18 feet l0 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the L the y 3 \° O' / Northeasterly line of said Lot 5; thence Southeasterly l8 feet l0 inches to the most Easterly point of said Lot 5; thence Southwesterly to point of ° >` co / ' St i\�� 9�q / 0 /e 6J� /S 'sy Ex. Building / ry S,y/y beginning, all in Block 52 in the TOWNSITE OF MONTICELLO, according to Plat of record by John 0. Haven. a 3 —052030 f� \ / �sr ¢, No. 103 `s / 00 o �� �� \ ����N 92Q8 (Per Title Commitment No. 6832562, Commonwealth Land Title Insurance Company) ° a `3>Q et \ '`o /33 /� FFE=93/.5 �� �9 `�� FFE Low=927..3 \ �� �J� 155-0/0-052//0, 155-0/0-052/02 & 155-0/0-052/0/) >, E 106 7 d . •a d a / ' �j \00 4h >O 1• ��\� d Oh J�9�323% Lots 11 and l2, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota and O Z / a ''4 O / / / 3• / i That part of Lot l0, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota, described as follows: Beginning at the northeasterly corner a o •• o/ i •• n, • 10 ¢g h O' / \c of said Lot l0; thence southerly along the southeasterly line of said Lot l0 a distance of 26.00 feet, thence westerly to a point on the northwesterly cn 0 c •0 : ,s 64 l� E fpho� 0%i \` O d ` /�� ?Q / / •• j line of said Lot l0 distant 26.00 feet southerly of the northwesterly corner of said Lot l0; thence northerly along said northwesterly line to said J •tee 4j /v o & / / 3 �, northwesterly corner; thence easterly along the northeasterly line of said Lot l0 to the point of beginning. +, o c d , %� /'�,o/\/ / /s •� Together with an ingress and egress easement across the Southwesterly 10.00 feet of the Northeasterly 36.00 feet of said Lot /0, as measured at a ° L C L., N t 3� ¢1 foo/ �/ 4� 9 �`S d right angle to and parallel with the northeasterly line thereof. a o Q N IV /^ �� / / (PID: 155 r0/0-052/32 0. 29599/) o ` L> o L D 155-010 _)52132 O' / L a v h • °•° / S /; /PID: 155-010-052131 / / That art of Lot l3 lin and being West of a line parallel with and l8 feet Easterly of the West line of said Lot l3 and lin and being South of a line U v 0__J ° O "� /d H \ o� P lying 9 P Y lying 9N Ex. Buildinl O parallel with and 65 feet North of the South line of said Lot l3, and that part of Lot 14 lying and being East of a line parallel with and 47 feet West 3 0 ' /o f /¢ No ll2 �• °�, ° /p0 of the East line of said Lot 14 and lying and being South of a line parallel with and 65 feet North of the South line of said Lot 14 all in Block 52 W L c a� cot/o"27n /70f FFE=929.8 \ 6�" TOWNSITE OF MONTICELLO, according to the plat on file and of record in the Office of the Register of Deeds, Wright County, Minnesota. a O' Sv/t i. S1 \ e,7t ob/e - 1 r Q / (Per Warranty Deed No. A1493940) (PID: 155-0/0-052060) T ° 0y l Lot 6 and the East /8 feet and /0 inches of Lot 5 in Block 52 in the TOWN or TOWNS/TE OF MONTICELLO, according to the plat by John 0. Haven of �v d record and situate in Wright County, Minnesota. g0 • / CB / (That part of Lot 5 being more particularly described as follows: Begin at the Southerly point of Lot 5, thence Northwesterly along the Southwesterly Z N • id \ Ri�°3.28.Q0 �il/�C., o �' • ,� side of said Lot 5, a distance of 18 feet, l0 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line 0 rn� d =9�5.30 f� /,;fie •• PID: 155—�0-052110 • Q / beginning.)of Lot 5; thence Southeasterly a distance of 18 feet, l0 inches to the most Easterly point of said Lot 5; thence Southwesterly to point of N Z �0o /01 d,. O'cbJ Ln Q0 Excepting therefrom: .� roN ryh r�oo T •, fid, , . '/ • \ • \ \ �0ryry' / Those parts of Lots 5 and 6, Block 52, MONTICELLO described as follows: WLn N o O • �'�•� \ Commencing at the most Easterly corner of said Lot 6; thence on an assumed bearing of North 64°5826" West along the northeasterly line of said Lot Z ••d • • �" •• �� N / •! ��� / / / 6 a distance of 3.06 feet to an outside building line being the point of beginning of the land to be described; thence South 24°1851" West along said Q W : • d or \ Fear 9 0/ Q outside building line, a distance of 0.27 feet to a building corner; thence North 65°40'/0" West along said outside building line, a distance of 44.00 feet W � x •o° a•/ •• o /?"R�� \ �``r o 92 airy v to a building corner; thence North 24°1851" East along said outside building line, a distance of 0.81 feet to the northeasterly line of said Lot 5, thence a Q ✓� <v o / ' d •• d a . 'A �o Cf \ Fo ems, �01, /O A South 6405826" East along said northeasterly line of said Lots 5 and 6, a distance of 44.00 feet to the point of beginning. m ♦+ Z— w00 /Ex.. Building •,d . � No. 121� • d d \ P! 15510, 05�1/0��\ \ � F° � / / (Per Warranty Deed No. A1362328) � V 0 z w N FFE=929 / d d• / \ ° ° • '� �� �j (PID: 155-0/0-052/3/) 0 � CO F° \ 1.�► / / Those parts of Lots l3, 5 and 6, Block 52, MONTICELLO, according to the recorded plat thereof, Wright County, Minnesota described as (%� > �N /b > z / ?? o,�, follows: Beginning at the most easterly corner of said Lot /3, thence on an assumed bearing of South 25 degrees /6 minutes 44 seconds West along 11 � N ` /155-0/0-05203/ /8 60 - d ,, "� d ry0 �\ `� the southeasterly line of said Lot /3, a distance of 165.36 feet to the most southerly corner of said Lot /3, thence North 64 �wz �� / OJ �� �C� /�' < \ degrees 58 minutes 26 seconds West along the southwesterly line of said Lot /3, a distance of 3.06 feet to a outside building line, thence o J� (0� r - / \/ CIA�'� ,\�C,� \ South 24 degrees 18 minutes 51 seconds West along said outside building line, a distance of 0.27 feet to a building corner, thence North 0 zQ Q o rnJ / v , / �( O• \� / / LLJ 65 degrees 40 minutes l0 seconds West along said outside building line, a distance of 44.00 feet to a building comer; thence North 24 m O� _JUg M_ r not suitable / �� d degrees 18 minutes 51 seconds East along said outside building line, a distance of 78.00 feet to a building comer, thence South 65 umen t / Y - `' l0' In ress d — \ ` � PID: 155/0/0-052060 g • I `� / / \ degrees 41 minutes 09 seconds East along said outside building line, a distance of 3.33 feet to the northwesterly line of the Southeasterly d' •d / �� ` / a egress Easemen \ 45.00 feet of said Lot l3,• thence North 25 degrees 59 minutes 31 seconds East along said northwesterly line, a distance of 3.11 feet to S s 0.9 ` �� ��� / \o° the southwesterly line of the Northeasterly 85.00 feet of said Lot l3,• thence South 65 degrees East along said southwesterly line, a / \ • / t �\ ` ° PID: 155-010-052090 0� / / distance of 30.00 feet to the northwesterly line of the Southeasterly 15.00 feet of said Lot l3,• thence North 25 degrees 16 minutes 44 seconds East along said northwesterly line, a distance of 85.00 feet to the northeasterly line of said Lot l3,• thence South 65 degrees East O� �c v along said northeasterly line, a distance of 15.00 feet to the point of beginning. \ O \ S'/,a / Ex. Building h� FFE=IIJ 928.9 ` 7 v o nv O ' ° �\� \ _, / ) � .. / / / / (Per Warranty Deed No. 29/850) /''�e o -1 ; ; \ (PID: 155-0/0-052/40 & PID: 155-0/0-052/50) � '`g/oc / PID: 155-0/0-052071 / �h� o / \ ' �� /� / / The East 32 feet of the Northerly 100 feet of Lot Fourteen (l4), and the Northerly 100 feet, of Lot Thirteen (l3), except the East l5 feet thereof and O O \ / \ / X330 \• \/� also except therefrom the South /5 feet of the East 45 feet of said Lot Thirteen (13), all in Block Fifty—two (52) in the TOWNS/TE OF MONTICELLO, }_ J QJ ,A S?? 0.8 / \p Building / / l according to plat of record, C: J \/ / Q �� No. IOl W N / // 6 S J�� FFE=929.0 \ / AND E U 6A \ O Q N �' N ��0.9 /0 The Northerly 100 feet of Lot Fifteen (15) and the Westerly 34 feet of the Northerly 100 feet of Lot Fourteen (14), in Block Fifty—two (52), in the 1 i \\ / \ •�,• ► / /� TOWNSITE OF MONTICELLO, according to the plat on file and of record in the office of the Register of Deeds, Wright County, Minnesota, Q Z A /S\ � \�� / ���� !, Q� O O (� / , L;0 A / 6o d -'' ' (Per Quit Claim Deed No. A51080I59) > U 5 U �' \'6 0� �:.?\O (PID: 155-0/005207/) Q� 2 ` 0 / •,4' / / `� O\O Lots 7 and 8, Block 52, MONTICELLO according to recorded plat thereof, except the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot qA 8 as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an easement for sanitary sewer and m i ♦ „^� /d ,� / \� water lines under the Southeasterly 16.50 feet of the Southwesterly 90.00 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and O ?� parallel with the Southeasterly and Southwesterly lines thereof. O U poi/d� A� ♦� \ `y ����y \ / .°F / �h Subject to a staircase easement for ingress and egress purposes across the Northwesterly 4.50 feet of the Southeasterly 21.00 feet of the Southwesterly w O ♦II� ��- F -� 24.50 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. O L — Y ^^,, 4,,,,000-• I U U L i:' a) s ' Ele v.• 8.45' <yo�er V�., / LEGEND: O X t��� J, � \ \ � � �, � �"\� I / • Denotes found iron monument ~ Denotes sonervalve Denotes bituminous surface Denotes � O O Denotes set chiseled X 9 d �'��.• \� / IP %2" Denotes set nail Denotes power pole ° <a Denotes concrete surface 4-j ,� `• \ \ ,� ;C25718 Denotes catch basin E --Denotes guy wire U Denotes electric meter Denotes wood fence Denotes beehive catchbasin ® — oHE — Denotes overhead electric REFERENCE BENCHMARK // \ '\ / \ ❑E Denotes electrical cabinet ❑7v Denotes cable television box _ — — FO — Denotes underground fiber optics SHEET N0. Top nut hydrant near the SW corner of Fo Denotes fiber optic service box — — — uc � �v Denotes water service Denotes underground gas line I Block 52, TOWNSITE OF MONTICELLO. el- Denotes '' Denotes electric service * li ht g pole — — UE Denotes underground electric a — Elevation = 931.0/ feet (NAVD 88) Bc,,/ / / �' Denotes ri ht of way Denotes gas meter 9 0 30' Denotes manhole Denotes major contour PROJECT BENCHMARK Al SMH © Denotes bollard SE corner of the SE'ly most electrical \� \ �/ Rim=927Denotes monitoring well AT. Denotes minor contour Denotes shrub bush cabinet near the SE corner of Block 52, STMH Denotes air conditioning 1 Denotes existing adjoiners SCALE: 1" = 30' TOWNSITE OF MONTICELLO. \ LS 15233 Denotes Dennis Ta or, LS Denotes waters edge I Elevation = 928.45 feet NAVD 88 \ Rim=92743 O yl p ( ) Inv=9/9.78'/- �a Denotes tree, deciduous uP Denotes to of bank � \ LS 25718 Denotes Daniel Thurmes, LS oHw Denotes ordinary high water (OHW) line EMH Denotes electric manhole oa Denotes stone wall Northwest corner of Sec. Il, -Twp. 12/, Rng. 25, Wright / 3+2 County, Minnesota —710 II / (Cast Iron Monument) ZZ Preliminary Peat of BLOCK 52 FIRST ADDITION ON- \ / s 'Qi \ � -Ruin- 1.64 s llrl,,v((NW -9//8.798q) n \ \ /ss/s oy� � 44, �/ -06 19 ? o N y Rem cop f3� 9 ��9s 3 aNF o ) /N� o� o . °� ° �8� �os7,`TOOo °Nw 1 n N 89 03 46 E 2990.52 1 9 / CITY OF MONY/CELLO WRIGHT COUNTY, MN SOILS CHART Map symbol & soil name Hydrologic group Water table depth (in) 406: Dorset sandy loam, 0 to 2 percent slopes B >80 D67C: Hubbard loamy sand, 2 to 12 percent slopes A >80 D67A: Hubbard Loamy sand, 0 to 2 percent slopes A >80 * Data from USDA Web Soil Survey Block Lot Total Lot Area I I 1 90,972 S.F. (2.08*/- Acres) - -� --J\ ------------% _\ �C /� j / / \ \ \� Oq` \� ��/ 9 T \ ' I f . ^ / Property Descriptions: ! (Per Title Commitment Policy No. 0X13505205 Old Republic Title) S / (P/D /55-0/0-052090, 155-0/0-052070 & 155-0/0-05203/) 6St/9� \� oe�? 6 c/A ��' \ A strip of /and /6 /12 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot 8, Block 52, TOWNS/TE OF MONTICELLO, also ` i\I t`�/° \ / / described as the Southeasterly /6.5 feet of the Southwesterly 90.00 feet of said Lot 8, as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. IP Y2" \ \� \y\off /ry //o2 Lot 9, Block 52, TOWNS/TE OF MONY/CELLO co N 15233 j,' / r' , 3 ` / \ / \ / �� �� \� 7b0 Lot /0, Block 52, TOWNS/TE OF MONTICELLO, except that part of Lot /0, Block 52, CITY or TOWNS/TE OF MONTICELLO, described as follows: Beginning at vt / -West Quarter corner of -'�� �' \/\ \ \ J �7 the Northeasterly corner of said Lot /0,• thence Southerly along the Southeasterly line of said Lot /0 a distance of 36.00 feet; thence Westerly to a point Sec. H, Twp. l2/, Rng. 25, / t,, h / o \o. / Wright County, Minnesota �; �,� / /;� IS ` / �� `� \ ` ' "� on the Northwester/y line of Lot /0 distant 36.00 feet Southerly of the Northwester/y corner of said Lot l0, thence Northerly along said Northwesterly line ey e '� S t/ / \ \ O / / / of said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot /0 to the point of beginning. l (Cast /ran Monument) / „� �o of of %f ° k T / C IP 3j4 \ �ofsc� / o The Easter/ 20 feet of Lot 3 and Lot 4 and Lot 5 exce t the East /8 feet l0 inches of said Lot 5 the East 18' l0" of said Lot 5 bein sold to Ro A 1 \ Ty Oen / 7/00 ° �o P iS s /o 1 „O/ \ Nofes / ( `/yO�b�s f/b �Y / 1 \ / coo BS \ EJ P/D: 155-0 052/40 / X10 11/ �� \ /� y �\h _/` �\l 1 '\ry°°'� •p O Oh// ��(NI-Sg¢ \`\ \/ '`°0c°fio \ (b * a / O F� 6 \ l o STMH 0 a + 0 O \ co /y e _ o� 0 28 / co ,r r� 4� Rim= 923.78 �� / �Sefs 6� /esf fhe % \ I/? /`/ 4// s4;fO6/ �¢S2 % / '�F�g33 ` / \\\\�\� •�. cy S'L/h' 4-0, e /S g !v. /t�; �•g2j / / o \ _ �f O� <� /�'� 9?�8 \ O) , / `� 4'40 9 a h t/°\° �oy.Is 64 o .h �N / i8 �Q \/ /ry 3 � � � \� - y°3 S, OLQ � .o: `�� / •' �• . ���\ °f tof, h �) lJ qJ O dot \ a \ / °,\ ryh��' �• ,� lam/ `of/jeo;Q� F�� /\� �/ o • • L Pa \ F f r cO/�io� n `y/� 2/578 a / % n7o of 17 11*7e Ex. Building °S / / i' r % 45;S QQ0 No. 155 \ ` / ' / y /\ FFE=929. / / �� / I'NF/ \ `/ PID: 155 0/0-052/10 Ani // o\, 0 / m /. / o/• y /i / �O O ,\. O / / „O�4j ? 6) \,\ '� cB hof �e N ^� / \ \ F \ A / oh rr ' 1 //� 9 / \ /O. / \V1� ` o ••�/SSS° °f 4O . V �\\( / \ •� �O V lvOy/ 7\// Y ,� �J / 0•� ••O • /�� / /O,°Sy 92 C( / / p4.4 / t • / x PID: 155-0/0 520/0 /\ �\ -, x�`/ a fix. tluilding / 1 • . • /G.. / Elev. /3/.0/ / / ,� No. 12/ •.• , • ' S Q� 6 , 7 FE= 929.2 9 . • ' SAO/� / ,\ \ N / / / / 2 8 / / I � a 005 0 ! �i8ior� � � ,eco / i� �0� � O`\'\ • ,��. _ , � •\ / / / 'C� �/ O / X01CX `�`� 155 _ `, SMH \ /? / PIO V 60 V F9 /ri \ t t Rim =928.6/ / a 96\ / �, / / 52 / r s e / / 0 ,l s 9r s \W i hry r Inv=9/6.11 / /\ '\4O 1 °'� 0100 .� �� �/, „ Foses \ S. s o / 55 / t f �e� / \a , STMH / - ' ID 1 /' t�� / '\// O y� 0 ai / �: Rim= 928. l0 \`\ \ Q Ex. Building ry \ ` O I PID: 155-010-0521090 o r / i No. ll3 ca / �f / /FFE=928..9 °'/ c ' ��` / Oh / c 00 1127 o,, '04-yJ / 2il 1 lb if S2 g 1 s i e of L 6- 60 ' 9 ? \ o� p10 55 /. 0ok � 0'9 / \ NS Co \ / , a A. 4 r 9 /' / f lS' • 61 I �/P %2„ / �\ 257/8 0 40' SCALE: I" = 40' SMH Rim=927.58 STMH O \ Rim=927.43 \ry I In -9/9.78'/- \ VICINITY MAP t Sec. 11, Twp. 121, Rng. 25 Wright County, MN o \ I o v o 4th S 7th St W h � V o I I Z lnterstote 9 4 NO SCALE Survey Notes. 1. No search for restrictions or easements or adjoining deeds was made by the surveyor. 2. Bearings are based on the Wight County Coordinate System (NAD83 86ADJ.) J. Reference Survey's for the City of Monticello of Block 52, TOWNSITE OF MONTICELLO, by Anderson Engineering of Minnesota, LLC., dated 8129119, and Taylor Land Surveyors, Inc., dated 311910L 4. The field work of this survey was performed on February 25th, 2022. Due to snow and ice conditions, the surveyor further does not warrant that the improvements are in the exact location, although does certify that they are located as accurately as possible from the conditions available. 5. The plot of TOWNSITE OF MONTICELLO was recorded May /855. 6. Potentia/ title gaps or overlaps exist due to parcels being described from opposite directions, such as "The Southerly 65 feet" vs "The Northerly 100 feet" of Lots 14 and 15. 7. A Gopher State One Call was requested as Ticket No. 2204807/6. 8. Block 52, TOWNSITE OF MONTICELLO is located in Zone C, an area of minima/ flooding per FIRM Community -Pane/ No. 27054/0005B, effective date November 1, 1979. 9. The Ordinary High Water Line of the Mississippi was located at the natural top of bank of normal flow height of the river (elevations vary). I hereby certify that a boundary survey has been completed for the preliminary plat of BLOCK 52 FIRST ADDITION, Sherburne County, Minnesota. Signed: Craig A. Wensmann Date: 4/4/22 Lic. No. 47466 y P 9 y • Laurin and is described: That art of Lot 5 being more articular/ described as follows: Beginning at the Southerly point of said Lot 5• thence 9 P 9 particularly 9 9 y Northwesterly along the Southwesterly side of Lot 5, 18 feet l0 inches, thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line of said Lot 5, thence Southeasterly /8 feet l0 inches to the most Easterly point of said Lot 5,• thence Southwesterly to point of beginning, all in Block 52 in the TOWNSITE OF MONTICELLO, according to Plat of record by John 0. Haven. (Per Title Commitment No. 6832562, Commonwealth Land Title Insurance Company) 155-0/0-052//0, 155-0/0-052/02 & 155-0/0-052/0/) Lots 11 and /2, Block 52, CITY or TOWNS/TE OF MONTICELLO, Wright County, Minnesota and That part of Lot /0, Block 52, CITY or TOWNS/TE OF MONTICELLO, Wright County, Minnesota, described as follows. Beginning at the northeasterly corner of said Lot /0,• thence southerly along the southeasterly line of said Lot /0 a distance of 26.00 feet, thence westerly to a point on the northwesterly line of said Lot /0 distant 26.00 feet southerly of the northwesterly corner of said Lot /0,• thence northerly along said northwesterly line to said northwesterly corner, • thence easterly along the northeasterly line of said Lot /0 to the point of beginning. Together with on ingress and egress easement across the Southwesterly /0.00 feet of the Northeasterly 36.00 feet of said Lot l0, as measured at a right angle to and parallel with the northeasterly line thereof. (Per Warranty Deed No. 29599/) (P/D: 155-010-05202) That part of Lot /3, lying and being West of a line parallel with and /8 feet Easterly of the West line of said Lot /3 and lying and being South of a line parallel with and 65 feet North of the South line of said Lot /3, and that part of Lot /4 lying and being East of a line parallel with and 47 feet West of the East line of said Lot /4 and lying and being South of a line para//e/ with and 65 feet North of the South line of said Lot /4 a// in Block 52 TOWNS/TE OF MONTICELLO, according to the plot on file and of record in the Office of the Register of Deeds, Wright County, Minnesota. (Per Warranty Deed No. A/493940) (P/D: 155-010-052060) Lot 6 and the East /8 feet and /0 inches of Lot 5 in Block 52 in the TOWN or TOWNS/TE OF MONTICELLO, according to the plot by John 0. Haven of record and situate in Wright County, Minnesota. (That part of Lot 5 being more particularly described as follows: Begin at the Southerly point of Lot 5, thence Northwesterly along the Southwesterly side of said Lot 5, a distance of /8 feet, l0 inches, thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line of said Lot 5; thence Southeasterly a distance of /8 feet, l0 inches to the most Easterly point of said Lot 5,• thence Southwesterly to point of beginning.) Excepting therefrom: Those parts of Lots 5 and 6, Block 52, MONTICELLO described as follows. Commencing at the most Easterly corner of said Lot 6; thence on an assumed bearing of North 64°5826" West along the northeasterly line of said Lot 6 a distance of 3.06 feet to on outside building line being the point of beginning of the land to be described, • thence South 24°1851" West along said outside building line, a distance of 0.27 feet to a building corner; thence North 65°40'10" West along said outside building line, a distance of 44.00 feet to a building corner; thence North 240/8'5/" East along said outside building line, a distance of 0.8/ feet to the northeasterly line of said Lot 5, thence South 64°58'26" East along said northeasterly line of said Lots 5 and 6, a distance of 44.00 feet to the point of beginning. (Per Warranty Deed No. A1362328) (P/D: 155- 0 /0- 052/3/) Those parts of Lots /3, 5 and 6, Block 52, MONTICELLO, according to the recorded plat thereof, Wright County, Minnesota described as follows. Beginning at the most easterly corner of said Lot /3,• thence on an assumed bearing of South 25 degrees /6 minutes 44 seconds West along the southeasterly line of said Lot /3, a distance of /65.36 feet to the most southerly corner of said Lot /3,• thence North 64 degrees 58 minutes 26 seconds West along the southwesterly line of said Lot /3, a distance of 3.06 feet to a outside building line, thence South 24 degrees /8 minutes 5/ seconds West along said outside building line, a distance of 0.27 feet to a building corner, • thence North 65 degrees 40 minutes /0 seconds West along said outside building line, a distance of 44.00 feet to a building corner; thence North 24 degrees /8 minutes 5/ seconds East along said outside building line, a distance of 78.00 feet to a building corner, • thence South 65 degrees 41 minutes 09 seconds East along said outside building line, a distance of 3.33 feet to the northwesterly line of the Southeasterly 45.00 feet of said Lot /3,• thence North 25 degrees 59 minutes 3/ seconds East along said northwesterly line, a distance of 3.11 feet to the southwesterly line of the Northeasterly 85.00 feet of said Lot /3,• thence South 65 degrees East along said southwesterly line, a distance of 30.00 feet to the northwesterly line of the Southeasterly /5.00 feet of said Lot /3,• thence North 25 degrees 16 minutes 44 seconds East along said northwesterly line, a distance of 85.00 feet to the northeasterly line of said Lot /3,• thence South 65 degrees East along said northeasterly line, a distance of /5.00 feet to the point of beginning. (Per Warranty Deed No. 29/850) (P/D: 155-0/0-052/40 & PID. 155-0/0-052/50) The East 32 feet of the Northerly /00 feet of Lot Fourteen (14), and the Northerly 100 feet, of Lot Thirteen (0), except the East 15 feet thereof and also except therefrom the South /5 feet of the East 45 feet of said Lot Thirteen (l3), all in Block Fifty-two (52) in the TOWNS/TE OF MONTICELLO, according to plot of record, I►IT/A] The Northerly 100 feet of Lot Fifteen (15) and the Westerly 34 feet of the Northerly /00 feet of Lot Fourteen (14), in Block Fifty-two (52), in the TOWNSITE OF MONTICELLO, according to the plot on file and of record in the office of the Register of Deeds, Wright County, Minnesota, (Per Quit Claim Deed No. A51080I59) (P/D: 155-010052071) Lots 7 and 8, Block 52, MONTICELLO according to recorded plot thereof, except the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot 8 as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an easement for sanitary sewer and water lines under the Southeasterly /6.50 feet of the Southwesterly 90.00 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Subject to a staircase easement for ingress and egress purposes across the Northwesterly 4.50 feet of the Southeasterly 2/.00 feet of the Southwesterly 24.50 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. LEGEND: 0 Denotes found iron monument X Denotes set chiseled "X" 0 Denotes set nail IL Denotes catch basin ® Denotes beehive catchbasin Le Denotes electrical cabinet ® Denotes water service ®s Denotes electric service TEL: 763-262-8822 FAX: 763-262-8844 Denotes manhole ® Denotes monitoring well Denotes air conditioning LS 15233 `frt Denotes tree, deciduous LS 25718 IDEMH Denotes electric manhole SBL — Denotes waterva/ve Denotes sign Denotes power pole Denotes guy wire Denotes electric meter Denotes cable television box Denotes fiber optic service box Denotes light pole Denotes gas meter Denotes bollard Denotes shrublbush Denotes Dennis Taylor, LS Denotes Daniel Thurmes, LS Denotes stone wall Denotes building setback line Bearings are based on the Wright County coordinate system (NAD83 86adj.). For the purpose of this survey, the North line of the NE Y4 of the SE Y4 of Section 29, Township 30, Range 23, is assumed to bear South 89 degrees 58 minutes 54 seconds East • Denotes found iron monument O Denotes Y2 inch x 14 inch iron monument with a plastic plug stamped R.L.S. 47466 Denotes found rebar 0 Denotes found cast iron monument X Denotes found chiseled "X" 'A Denotes set nail REFERENCE BENCHMARK: Top nut hydrant near the SW corner of Block 52, TOWNSITE OF MONTICELLO. Elevation = 931.01 feet (NAVD 88) PROJECT BENCHMARK: SE corner of the SE'ly most electrical cabinet near the SE corner of Block 52, TOWNSITE OF MONTICELLO. Elevation = 928.45 feet (NAVD 88) DEVELOPER: Mark Buchholz 4379 33rd Ave S, Suite 121 Fargo, ND 58104 (701) 371-1646 OWNER: City of Monticello 505 Walnut St, Suite I Monticello, MN 55362 SURVEYORS & ENGINEERS: Bogart, Pederson & Associates, Inc. 13076 First Street Becker, MN 55308-9322 763-262-8822 TOTAL AREA: 2.08*/- Acres EXISTING ZONING: CCD - Central Community District PROPOSED ZONING: CCD - Central Community District DENOTES BUILDING SETBACKS: 15' from abutting single family homes 8' from public streets Zero setback for interior sides Drainage and Utility Easements are shown thus: -/2�--------+/2- NOT TO SCALE Being 12 feet in width and adjoining lot lines, as show on the plat DATE: 4/11/22 FIELD DATE: March 7, 2022 BK/PG: 86.22/17-17,22 DRAWN BY: CK CHECKED BY: CAW/CEG DWG FILE: 22-0048 Prelim FILE NO: 22-0048.00 REVISIONS: I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Signed: Craig A. Wensmann Date: 4/11/22 Lic. No. 47466 BO 12 PEDERSON & A`0 %0/11 INC. Wright County, MN SHEET 1 OF 1 PEDERSON pBOGART, h& ASSOCIATES, INC. Denotes bituminous surface LAND SURVEYING CIVIL ENGINEERING a a , as Denotes concrete surface MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 0 Denotes wood fence TEL: 763-262-8822 FAX: 763-262-8844 - — — oHE - Denotes overhead electric - — FO — Denotes underground fiber optics - — UG Denotes underground gas line PRELIMINARY PLAT - — UE Denotes underground electric Denotes right of way f o r Denotes major contour Denotes minor contour Denotes existing odjoiners Stonewood Development Denotes waters edge — UP Denotes tap of bank oHw Denotes ordinary high water (OHW) line BLOCK 52 FIRST ADDITION Denotes soil type boundary D67A Denotes soil classification type City of Monticello BO 12 PEDERSON & A`0 %0/11 INC. Wright County, MN SHEET 1 OF 1 \ \ \ 4 - S ��9 9 O I \ g706 \�J�9 `6 '75 / 6 9z 0 oyF 60 Q / /P %2" 15233 Cb Ex B61� GUT / O ., O• GNF ENP CURB &- oyF \ /� / \80- �� \ MAAA /�XISTING _ "P�AVEN/t"EN�TYP) 0 / END CURB / GUTTER \ \ , /GUTTER U(TYP) SMH � � / � / / / / / / /CB / 921.64 /I = 9 .98 I v(E)= 7 \ / 0yF\ \ BITUMINOUS PAVEMENT � 9/S jp� \ \ < d° d, CONCRETE SIDEWALK OR APRON 60 \ \ oyF \ T ♦ 0y MATCH EXISTING \ I CURB & GUTTER \ 6 PARKING CALCULATION / CONCRETE DRIVV�A\ ON-SITE PARKING = 114 SPACES / \ \ / S PER CITY STANDARDOFF-SITE PARKING = 12 SPACES ♦ /\ UG � o O% \ \ (PARALLEL PARKING ON BROADWAY) 40/ G NEW B618 CURB & GUTTER B612 CURB & \ \ 6 " AS PER CITY STANDARDS / GUTTER (TYP) \ /0,Q, / RETAINING WALL #2\ / \ o� o 2 \ LENGTH = 42 LF 330 A; °° \�, s / / HEIGHT= 0 TO 10'-4" MATCH EX G CURB & GUTTER Q� BITUMINOUS 16 �c \ / PAVEMENT O / \ , / RETAINING WALL #3 BITU NOUS r`/ / (TYPE URB(TYP)/ 6:°,�. \� / 4'LENGTH = 100 LF GJ4TT _ .. _.. J/ \ HEIGHT = 0 TO -2" B61 / Elev: 931.0 O / CONCRETI >P° SMH / Lida' / _ SIDEWALK / (TYP) Rim=928.61 a l Inv=916.11 / / HANDI,Ci STMH / so / SIGN GI Rim= 928.10 / / " ° `b (TYP/ � � In v= \ \/\ d41 N a d AN MATCH EX1J`TG� CURB &GUTTER\ d�F NEW B618 CURB & GOR AS PER CITY & COUNTYE\ ANDARDS 'iys \ ♦ MATCH EXISTING / CURB & GUTTER /O \ / / / / (5) CONCRE / STEPS \ STMH / Rim= 923.78 Sti/y\ In v= s� 1h'cb 2 / /Oh ' A�� os� \ \'Qo / /P '/2\ \ / 121578 \ NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / \/ d i STANDARDS (TYP) \ �� •����/ HANDICAP SIGNAGE \ \ 1. PROVIDE HANDICAP SPACE SIGNAGE A(S PER MN A)^0° v STATUTE 169.346 ($200 00 FINE) AND MN MUTCD a3 ° 2. PROVIDE "NO PARKING" SIGNAGE ,HEHEAD •�° OF HANDICAP AC�ESS AISLES, NMORE THAN / x 8 -FT FROM THE HEAD OF THE AISLES � \ RETAINING WALL #4 LENGTH = 338 LF HEIGHT = 0 TO 3'-0'/ / \ � O1 �Y O STANDPIRDS (TYP) / Ex. Building ,Q / No. 101 / t / FFE= 929.0 d °� � CONCRETE � d � ��� \/ SIDEWALK \� SSS TYP) O o Qj / � `'� x`52 � "' ,�',� •`�' � ,� � / d d d da / PID: 155-218-001010 NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / �_b \ ` ° STANDARDS (TYP) da F � vie / � - •.�O � / OI^v / Project BM: 0) v' 21 \_ El e v.• 928.45' ° ° MATCH EXISTIN sfe • v 4 � \CURB & GUTTER Q5718 1N 618 CURB & GUTTER MATCH EXISTIN AS PER Y & COUNTY \URB & GUTTER STANDARDS,, , \ A� SMH \Rim= 927.58 / \ \ STMH \ \ \ Rim = 927.43 / O \ Inv= 919.78± NTS t c C c LANES 5" WIDE 'ROVVE WHITE PAINTED SYMBOL AT EACH 4GCE5515[ 5 PARKING STALL, CENTER SYMBOL N STALL. AGGE5513LZ 5YM30L NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN Cl...............................................................................................STANDARD NOTES & SPECIFICATIONS C2 - C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN Z O U LU LU 0 LU d N N O CN vUi X X to00o 0 r U co 2 cM) (0 5 O � � N co 0�0 N U U O U .N O c N U N N c N Q N r L a i LO OC Z 0 Co N = O cn O T Z LUF- 0 O o C� UO N co `t � Z U C14 1 Lo I V) LU I— w -0-0 N O p 0 N Q ,U V) O Q J w w O U � O N SURFACING NOTES: o �v U O Q I "E z0 IZ O O 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN W N THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). U) 0 TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICALJ c O ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT Q SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO O O p THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE — U N PERFORMED BY AN INDEPENDENT TESTING FIRM. U •= a) N 0- 14 0 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE Z) Q GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. (n O O 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. U J E } 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. (5 U 5. CONCRETE PAVEMENT OR APRONS, WHICH ABUT DOORWAY OPENINGS SHALL BE - N TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. z N 9 N SEE DETAIL ON SHEET C3. w p 6. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. U W O L 12" A 18" .OSO 5TANDARD UNIVE1Z5AL ILL ACGE55BLE PARKING 51GN WITH p 2-3/0" / CADMIUM 50L75. NUTS AND LOCKS. THIS 5iGN TYPICAL AT EACH LL LU ACCE555LF_ PARKING 5PAC5.0 z I ' I LOCATE "NO PARKING" SIGN AT z W CD u.1 LB MEAD OF ACCE55 AroLE, I 7 ^ 5TANDARD "VAN-ACCE555LZ- 516N } REQUIRED AT VAN-ACCE55113Z PARKING 5TAU,'5 ONLY. w Z Q 'V z �2' � 7 L DIA GALVAiVfLED 5TEE1_, POST. -PAINTED W W -- - a N �- F1NI5HED GRADE ^ D 3000 P51 CONCRETE v J NOTE: Li AGGE55BLE PARKING 51GN 5HALl. CONFORM WITH CURRENT STATE AND W LOCAL CODES AND REGULATIONS. �n I•_4. XCATE A MAXIMUM OF: 8'-0" FROM THE "MEAD" OF THE STAT_!.. LEVEL OF PARKING SURFACE ♦ ^ 1 AGGE5513LZ SIGN PETAII�IGN PETAL �JJ NTS t c C c LANES 5" WIDE 'ROVVE WHITE PAINTED SYMBOL AT EACH 4GCE5515[ 5 PARKING STALL, CENTER SYMBOL N STALL. AGGE5513LZ 5YM30L NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN Cl...............................................................................................STANDARD NOTES & SPECIFICATIONS C2 - C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN Z O U LU LU 0 LU d N N O CN vUi X X to00o 0 r U co 2 cM) (0 5 O � � N co 0�0 N U U O U .N O c N U N N c N Q N r L a i LO OC Z 0 Co N = O cn O T Z LUF- 0 O o C� UO N co `t � Z U C14 1 Lo I V) LU I— w p w J I— w O O V) OL IL LU �< J w w O U � O LU = Z �v U O Q �, z LU Z m i2 < z0 IZ / PROJECT NUMBER: / SITE PLAN 22015 � SCALE: cn 1 "=30' / LO / 0 30 60 120 0 N CS 1 OF 1 STANDARDS AND REFERENCES Materials and construction methods specified in the plans reference the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy of MNDOT's Standard Specifications for Construction and review the specification sections applicable to the plans. It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicable specification sections. Contractor shall refer to the geotechnical report for additional requirements and recommendations EARTHWORK NOTES PROTECTION 1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractor's expense. 2). The Contractor shall contact the Engineer immediately if any unknown functioning underground utilities are discovered during the course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding. 3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner. 4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages. PROJECT CONDITIONS 1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings. 2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings. PLAN GRADES 1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations not specifically indicated shall be determined by interpolation of uniform slope between spot elevations and/or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainage away from structures. 2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern. TOPSOIL 1) Adequate imported and/or stockpiled salvageable topsoil shall be utilized for this project. 2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent. 3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area (s) shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles. 4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor. 5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractor's expense. UNFORESEEN OBSTACLES 1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor. 2) The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils/geotechnical report and review of the project site and contract documents. DEWATERING 1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas. 2) All excavations shall be free of water during construction within the excavations. Dewatering shall be accomplished by pumping or trenching, and shall be conducted regardless of the cause, source, or nature of the water. 3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations. 4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water. 5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary. FILLING AND GRADING 1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of I%. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade. 2) Fill and backfill materials shall be inorganic soils free of roots, rocks, boulders, and debris. 3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" in its largest dimension shall not be allowed within 1 foot of subgrade elevation. 4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer. 5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site. 6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 8" in depth for clay soils, and 12" in depth for sandy soils, and compact as required to achieve specified density. 7) Compaction shall be obtained with the use of vibratory rollers or rammers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, blading, or other approved methods recommended by the independent testing laboratory. 8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements. 9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. COMPACTION TESTS 1 Utility Trench Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in-place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95% of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density. 2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111. 3) Areas exhibiting a failed compaction test shall be re -compacted and re -m tested to the satisfaction of the Engineer prior to acceptance of the project. 4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer. 5) Optimum moisture -density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. SUBGRADE PREPARATION 1) Finished subgrade elevations shall be as follows: a) Bituminous pavement: 9" below finish grade. b) Concrete pavement/apron: 12" below finish grade. b) Concrete sidewalk: 8" below finish grade. c) Lawn areas: 4" below finish grade. d) Planting areas: See Landscaping Plans/Details 2) The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade. 3) The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re-established. DISPOSAL OF EXCESS WASTE MATERIALS 1) The Contractor shall remove excess excavated material, debris, and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes. SPREADING TOPSOIL AND FINISH GRADING 1) Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows: a) Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil. b) Lawn Areas in Public Right-of-way: Per City requirements c) Planting Areas: See Landscape Plan/Details 2) Finish grade accurately within 0.15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage. 3) Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25-131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. UTILITY NOTES STANDARD SPECIFICATIONS 1) The following standard specifications shall apply to this project: a Minnesota Plumbing Code - MN Rules Chapter 4714 (MN Dept. of Labor and Industr-MNDLI ) b) Uniform Plumbing Code, latest edition (UPC) c) "What you need to know about utility service connections in the 2015 Minnesota Plumbing Code" http://www.dli.mn.gov/CCLD/PDF/pe_usc.pdf d) City Engineers Association of Minnesota (CEAM) Standard Specifications e) American Society for Testing Materials (ASTM) f) American National Standards Institute (ANSI) g) American Water Works Association (AWWA) h) Minnesota Department of Transportation "Standard Specifications for Construction" (MN/DOT) 2) The Contractor shall comply with all local ordinances and codes 3) Certifications of all utility materials, as well as shop drawings, shall be submitted to the Engineer for review POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS - SANITARY 1) Smooth walled polyvinyl chloride pipe and fittings shall consist of SDR 26 or SDR 35 pipe, unless noted otherwise, and meet the requirements of ASTM D3034 and Section 2621.2A5 of the CEAM Standard Specifications 2) All pipe and fittings shall be SDR 35 for depths of up to 20 feet, and SDR 26 for depths exceeding 20'. 3) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications. DUCTILE IRON (DIP) PIPE AND FITTINGS - WATER 1) Ductile iron pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 2611.2A1 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.5 of the UPC, and Section 261 1.313 of the CEAM Standard Specifications. Stainless steel fasteners shall be prohibited. 3) 6' pipe shall be Class 52. 8" and larger pipe shall be Class 50. POLYVINYL CHLORIDE (C900 PVC) PIPE AND FITTINGS - WATER 1) Polyvinyl chloride pressure pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 2611.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.4 of the UPC, and Section 261 1.313 of the CEAM Standard Specifications. GATE VALVES - WATER 1) Gate valves shall meet the requirements of Sections 2611.2C and 2611.31D of the CEAM Standard Specifications HYDRANTS - WATER 1) Hydrants shall meet the requirements of Sections 261 1.213 and 2611.3D of the CEAM Standard Specifications 2) Hydrants shall be Waterous WB67, or approved equal BLOCKING AND ANCHORING - WATER 1) Water main blocking and anchoring shall meet the requirements of Section 2611.3A4 of the CEAM Standard Specifications 2) Provide thrust reaction blocking consisting of concrete with a minimum 28 day compressive strength of 2000 psi. 3) Place between undisturbed ground and the fitting to be anchored. Place thrust blocking so that the pipe and fitting joints are accessible for repair. 4) Mega -Lugs may be used in lieu of thrust block if allowed by local utility. WATER SERVICE PIPE AND CURB STOPS 1) Copper tubing for water services shall meet the requirements of Table 604.1 of the UPC, and Section 2611.2D of the CEAM Standard Specifications 2) HDPE pressure pipe for water services shall meet the requirements of ASTM D2239, ASTM D2737, ASTM D3035, AWWA C901, CSA BI 37.1, and Section 2611.21D of the CEAM Standard Specifications 3) Curb stops for water services Section 2611.2D of the CEAM Standard Specifications HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND FITTINGS - STORM 1) HDPE pipe and fittings shall meet the requirements of ASTM F2306, and Section 2621.2A8 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements Section 2621.3A3 of the CEAM Standard Specifications 3) Minimum wall thickness shall be 0.035 inches for 12 and 15 inch diameter pipe, and shall be 0.05 inches for 18 and 24 inch diameter pipe. 4) Storm sewer crossing above and within 10 -ft of existing or proposed water main or services shall meet the requirements of schedule 40 PVC. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS - STORM 1) PVC storm sewer pipe and fittings within 10 -ft of a building and/or water pipe crossing, or when specified on the plans, shall consist of Schedule 40 PVC, and meet the requirements of ASTM D1785, ASTM D2665, and ASTM F794, and Section 2621.2A5 of the CEAM Standard Specifications 2) If further than 10 -ft from a building and/or water pipe crossing, PVC storm sewer pipe and fittings may consist of SDR 26 or SDR 35 pipe, unless noted otherwise, and meet the requirements of ASTM D3034 and Section 2621.2A5 of the CEAM Standard Specifications 3) All pipe and fittings shall be SDR 35 for depths of up to 20 feet, and SDR 26 for depths exceeding 20'. 4) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications. REINFORCED CONCRETE SEWER PIPE (RCP) AND FITTINGS - STORM 1) RCP pipe and fittings shall meet the requirements of ASTM C76, and Section 2621.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications 3) The ASTM strength class of pipe shall be Class III unless otherwise shown on the Plans. 4) The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. END SECTIONS - STORM 1) End sections shall be provided at all pipe inlets and outlets. 2) The end sections shall consist of material matching the material of the pipe, which it is being connected to. Materials and joints shall be as per the specifications described above for the applicable pipe material. 3) The last 3 joints of RCP shall be tied, and the end section shall the be provided with an approved trash guard. MANHOLES AND CATCH BASINS - SANITARY AND STORM 1) Unless otherwise noted, manhole and catch basin structures shall consist of precast concrete, and meet the requirements of Section 719.6 of the UPC (sanitary only), and Sections 2621.2C and 2621.31D of the CEAM Standard Specifications 2) Catch basins shall be provided with the following castings: a) Along curbline: 27" Structure: Neenah R -3075-L, 48" (or larger) Structure: Neenah R -3067-L b) Isolated (in paved area): Neenah R-2553 c) Isolated (in vegetated area): Neenah R -2560 -EA w/ type "C" grate 3) Manholes shall be provided with the following castings: a) Sanitary: Neenah R-1733 w/ concealed pick hole b) Storm: Neenah R-1733 lettered "STORM", center pick hole INSTALLATION 1) Unless otherwise noted, installation of all water and sewer pipe, fittings, and appurtenances shall be as per the CEAM Standard Specifications. TESTING REQUIREMENTS 1) Water and sewer pipe, fittings, and appurtances shall be inspected and tested as per Sections 2611.3E -2611.3H and 2621,3F -2621.3H of the CEAM Standard Specifications. 2) In the event of discrepancies between the testing requirements of the MN Plumbing Code and the CEAM Standard Specifications, the most stringent will govern. BITUMINOUS PAVEMENT NOTES STANDARDS 1 Minnesota Standard Specifications for Highway Construction most recent edition. P g Y GRANULAR BASE COURSE 1) Compacted thickness of finished base course: 6" 2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5.. 3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades. 4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. 5) Place in layers not exceeding 4" thickness (loose). 6) Compact with pneumatic or vibrating steel drum rollers. 7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application. BITUMINOUS BASE AND SURFACE COURSE 1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360 2) Pavement smoothness requirements will be waived for this project. 3) Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C). 4) Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 1J inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEA340B and shall be 1J inches thick after compaction. 5) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. 6) Mixing a) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material. b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. CONSTRUCTION METHODS 1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/16" per foot nor more than 1/4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1) Special marking paint compound especially for striping bituminous paving in one coat. 2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3) Colors: Use white paint for concrete and asphalt. 4) All surfaces to be painted must be thoroughly clean and dry. 5) Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6) Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes. 7) Apply paint in strict accordance with the manufacturer's directions. 8) Protect all paint from damage by traffic until dry. 9) Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 1) Aggregate Base Testing: a) The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. b) One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof. 2) Bituminous Testing: a) Test temperature of first truck. b) Ordinary compaction (MNDOT 2360.6C) CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALK STANDARDS 1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2) Minnesota Standard Specifications for Construction, most recent edition GRANULAR BASE COURSE MATERIAL 1) Compacted thickness of finished base: 6' - Concrete Pavement/Aprons 4" - Concrete Sidewalk 2) Base material shall consist of MNDOT 3149.262 Select Granular Borrow. AGGREGATES 1) Coarse: MnDOT Spec. 3137. 2) Fine: MnDOT Spec. 3126. WATER 1) Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES 1) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume. PORTLAND CEMENT 1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air -entraining Portland cement. OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed. PROPORTIONING AND DESIGN OF MIXES 1) Concrete Classifications a) Curb and gutter, slip -formed concrete: MNDOT Spec. 2461, Mix Design 3F32 b) Sidewalk, aprons, incidental concrete, manual curb & gutter: MNDOT Spec. 2461, Mix Design 3F52 c) Concrete pavements: MNDOT Spec. 2301, Mix Design 3A41 d) Repair concrete, fast strength concrete: MNDOT Spec. 2301, Mix Design 3A41 HE 2) Concrete Specifications: a) 3F32: 3" slump, 4500 psi, 5-8% air b) 3F52: 2 - 5" slump, 4500 psi, 5-8% air c) 3A41: 2 - 5" slump, 4500 psi, 5-8% air d) Temperatures of all concrete during placement shall be 50 -deg F to 90 -deg F CONCRETE PLACEMENT 1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4) Sidewalks shall be placed in accordance with MnDOT 2521. 5) Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4) Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is above 100 degrees F. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3) Thoroughly wet dry porous surfaces before concreting. 4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5) Perform all hot weather concreting in accord with ACI 305. FINISHING 1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. QUALITY CONTROL 1) The Contractor shall hire an independent testing firm to provide the following tests: a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28 -day test cylinders. Note: The Contractor shall comply with the City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction. Coordinate with the City, as necessary. STANDARD NOTES & SPECIFICATIONS C\l70-0 N O Q N ,v O N� O �O N E i O QO — 1-- N— O W Ln W O� C O C— C Z Q O_0 N L 00— c F UO O U N J Qi N m N N N W ON _ Q( N 3 z >- N J 1_ w CV \ N N O ^i O F--0-0} N C C:U mD D x > O N V) x 0 O C x E ._ c 0 ON O) O �Q w m U Z) (Y H Z (D (DCO0 0 O T U C) Z_ o) c; a) co (z co (D .> 0 O 1— W z �? co N O w� � LF Z ��� _ U i Z W OC L w 0 �D_ Z O U 0 Z J ISI N VJ L U J D 0,6 ZN Q N � r (D CO >_ LO If Z O 0 CO \ � � N U) N 00 Z O o_ U CIOLU c� w �O W J w Z F - OO� cn LL 0 O wJ LL W = z �v UOQ Z CIO < Z �< V) w O N co � Z U c-4 I Lo J Y UJ U ~ LU �O W J w CL C0 121:� OO� cn LL J w w OUB O wJ LL W = z �v UOQ Z CIO < Z �< PROJECT ill 'r 3: 22015 ui U N Q Cn Ln M EGALI Standard Plate Library City of Monticello TEE AND BEND BEND NOTES: 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' AND OVER. 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORKING PRESSURES ARE LESS THAN 150 PSI. 3. THRUST BLOCKS BEARING AREA TO BE POURED Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 03-15 1001 WRAP PLUG WITH 4 MIL. POLY PLUG PLUG PIPE SIZE BEARING AREA 6" 4.0 SQ FT 8" 6.0 SQ FT 10" - 12" 12.0 SQ FT 16" 20.0 SQ FT AGAINST UNDISTURBED SOIL. 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 2002 03-17 USE NEENAH R -1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755—G FOR WATERTIGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. "'«"'"H R-1642 WITH 3 SOLID LID JE BEARING OR CONCEALED PICKHOLES (2) " EAT OPPOSITE SI EXCEPT FOR LETTERI TOP OF PROPOSED SUBGRADE rTHE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ,A OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT HYDRAFINDER FLAG 2 LAYERS OF POLY (4 mil) 3' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE OR 5' IN BACK OF CURB CONCRETE WALK OR BITUMINOUS PATH ARE PRESENT WATEROUS MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG TO BE INSTALLED ON PUMPER CONN. AFTER BACK -FILL BREAKOFF FLANGE 1" TO 2" MAXIMUM ABOVE BURY LINE (FINISHED GRADE) VALVE BOX AS SPECIFIED i" TO 2" EXISTING OR FUTURESTREET CURB OR GUTTER LINE FINISHED GRADE CL WATERMAIN z 0 U � 2'- 6" AS REQUIRED Lcj z x io p 1/4 STEEL VALVE BOX ADAPTOR i = WITH PROTECTIVE COATING AS o MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG-\ 25 3/4 U c-4 I Lo 1 1 1/2 70 1 IZ m GRANULAR BEDDING AS OO BEARIN3 SURFACE TO BE MACHINED 24" PER MN/DOT 3149.2F'`. / ' !'� 1 GATE VALVE n 28 1/2 „ 36" UQ� GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER m Q THRUST MEGALUG I BLOCKNG BEHND BLOCKING BELOW GATE HYDRANT PRECAST CONCRETE BASE VALVE AS SPECIFIED (15"x 15"x 4") PROJECT SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO NUMBER: 22015 ul 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED a� 0 Ln EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. N N C2 of 9 COVER Standard Plate Library City of Monticello GROUTING BETWEEN PIPE AN[ MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMEN' ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS FRAME Title: Standard Frame and Cover )ate: 03-05 Plate No. Revised: 03 -15 1002 ""'"" SEALS (INTERNAL OR EXTERNAL) DR APPROVED EQUAL" STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" STEPS AT 16" OC � 8" "CRE -SEAL", "RESEAL", OR APPROVED EQUAL o 8" PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE VARIABLE MAX. 24" O2 PRECAST BOTTOM SECTION �- WITH INVERT #5 AT 12" OC EACH WAY NOTES: 1O MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 2� IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. 0 a 3 w T J NO SCALE Standard Plate Library City of Monticello J a Of 6" MIN Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 3001 03-15 BUILDING Standard Plate Library City of Monticello INSTALLED BY PRIVATE CONTRACT TRACER WIRE LOCATE BOX GROUND ime: Typical Trench Compaction and Class B Bedding Date: 03-05 Plate No. Revised: 03-15 1007 STREET INSTALLED AS PER CITY CONTRACT TRACER WIRE SPLICE CURB BOX STANDPIPE I I COPPER -CLAD STEEL AWG 12 GAUGE 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKETI POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE TO BE PROVIDE UNDER CITY CONTRACT CONTRACT 1" COPPER COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVICE MAINLINE SANITARY SEWER Standard Plate Library City of Monticello WATERMAIN Title: Tracer Wire (New Developments) Date:03-08 Plate No. Revised: 03-15 3005 Standard Plate Library City of Monticello USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 BELOW FINISHED GRADE VARIES 10' TO 20' BLOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 TIES REQUIRED TO CLEAN OUTS FINISHED GRADE 6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL 4" OR 6" VERTICAL WYE (PVC) 1/8 BEND CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) WATER TIGHT GASKET F OR CEMENTED PLUG PVC HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. Standard Plate Library City of Monticello Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 03-15 3006 STANDARD DETAILS CV70-0 N O Q N (D ,v O N� 0-0 O i C C I Q0 O H (D —0 W �� N W 0�_ c J p7C) Q O O r O U N `= O 0,> In N N N �C)L-r W O N a( N 3 7C) C)C) N J E - (D N —7C) -0 O N O C z E>- 0 — w U Z) LU 0- C4 N }_ CD 0404 X U x X X C 0 0 m � z (0000 0 9 T U CAC; N L M � .> 0 W z N z w(D Q_ LL.Izz �x� _ U I zN OC ` w 0 O �5 U Z Z 7 � a J -a W Uj NN U) L U 06 a) 3: U > Q r CO > Lo 0 z _ 0CO \ ) N 00 � C� Z O U LU LU c� w Z F 0 0 LU O CN M Com' Z C) LJJ w LU C/) LU z 0.5o LU J LU LU C/3z z z0 E�i U c-4 I Lo wU �0 Uj IZ m OO V) 0- 1 Z J w w 0U� = Z Q UQ� m Q PROJECT � NUMBER: 22015 ul a� 0 Ln N N C2 of 9 C) LJJ w LU C/) LU z 0.5o LU J LU LU C/3z z z0 E�i A L CURB INLET FRAME AND CURB BOX NEENAH NO. R -3067-V 4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE IN CONCRETE I/ COLLAR USE CONCRETE CURB MIX FOR COLLAR PLAN A 35 1/4 43" ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) 24" FINISH GRADE 31" NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Standard Catch Basin Date:03-05 Plate No. Revised:4002 03-17 CONCRETE CURB AND GUTTER d a EXPANSION JOINTS EXPANSION :F JOINTS A B F B a °- Q 18" CONCRETE TO BE EXPANSION EXPANSION POURED INTEGRALLY JOINTS JOINTS WITH CURB LA PLAN 8618 CONCRETE . � CURB AND GUTTER d VARIA13LE �. R Fi%MIN 7" MIN. 7 PEd 3�4 d a 7 WIDTH VARIES 5' MIN. 18" SECTION B -B SECTION A -A Standard Plate Library City of Monticello i me: Commercial Driveway Entrance )ate: 03-05 Plate No. Revised: 5008 03-15 A CASTING TO BE SET 0.10' PLAN BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR A 35-1/4" 43" CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" 1-11\ 6" OPENING *15" 24" 9" 2 -0-0 i D O Q > Q V) wU O Q *48" TYP *DIMENSION VARIES L CO oto BASED ON STRUCTURE O i DIAMETER CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MANHOLE -J NOTES: AND BASE TO BE CRETEX TYPE 4338 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Catch Basin Manhole )ate: 03 - 05 Plate No. Revised:4003 03-17 CONTRACTION JOINTS L 12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH – 6' DEPTH – 6" 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' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Standard Plate Library City of Monticello Title: Typical Sidewalk (PUBLIC) )ate: 03-05 Plate No. Revised: 5 012 03-17 BITUMINOUS PAVEMENT SECTION Dr_1K1rn Dr`CAArK1T• 4A QADC 12' BITUMINOUS WEARING COURSE (MNDOT 2360 TYPE SPWEA340B) TACK COAT BETWEEN BITUMINOUS COURSES 1z' BITUMINOUS BASE COURSE (MNDOT 2360 TYPE SPWEB330B) 6" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE NTS 6" CONCRETE (MNDOT CONCRETE MIX 3A41) 6" MNDOT 3149.262 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE NOTE: PLACE CONCRETE REINFORCEMENT AT THE MIDDLE OF THE PAVEMENT THICKNESS CONCRETE APRON/PAVEMENT SECTION NTS 4" CONCRETE (MNDOT CONCRETE MIX 3F52) 4" MNDOT 3149.282 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED AS PER MNDOT SPEC. 2521.3C2 PRIVATE CONCRETE SIDEWALK SECTION NTS NOTES 4" PER FT SLOPE 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY FROM THE CURB, THE GUTTER SHALL BE TILTED TO DRAIN FROM THE CURB CONCRETE 2. CONCRETE SHALL MEET THE REQUIREMENTS OF 6, MNDOT CONCRETE MIX 31`32 Il 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 -o 2" MIN. COMPACTED MNDOT III—III—I I—I I—III—III—I I CLASS 5 AGGREGATE BASE II -1 I- III=III—I III BELOW CURB AND GUTTER =�-—� APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT 6612) 4" (TYP) JOINT CONCRETE FLOOR SLAB #4 BARS 7.4" (TYP) CONCRETE APRON NOTES: 1. REINFORCEMENT SHALL BE PROVIDED AT ALL BUILDING ENTRANCES WHERE CONCRETE APRONS ABUT CONCRETE FLOOR SLABS 2. BAR SPACING: 12" O.C. FOR 8" CONCRETE APRONS 18" O.C. FOR 6" CONCRETE APRONS 3. BARS SHALL BE PLACED AT THE CENTER OF THE THINNEST APRON OR SLAB, BUT SHALL HAVE A MINIMUM BAR COVER OF 3" 4. BARS SHALL BE PLACED ACROSS TOTAL WIDTH OF BUILDING ENTRANCE APRON/FLOOR SLAB JOINT REINFORCEMENT EXPANSION JOINT CONCRETE (MNDOT CONCRETE MIX 3A41 HE EXPANSION a a° JOINT ADJACENT SURFACE a`< a I - jaQ a =iii=1� NOTES: 1. STEP RISER HEIGHT = 7" STEP TREAD WIDTH = 11" 2. SEE PLAN FOR NUMBER OF STEPS 3. CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED AS PER MNDOT SPEC. 2521.3C2 CONCRETE STEPS SECTION NTS NTS ADJACENT SURFACE i REINFORCEMENT: #4 BARS AT 8" O.C., EACH WAY 4" MNDOT 3149.262 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE STANDARD DETAILS NTS N -0-0 i N O O Q > Q wU O Q ry O L CO N > LID O OC Z O i J w w 0U� N} O :3 N W (n O _cz c O J c— o� z U U 0 E — O p N U U N Q i J m N N N N () N N N O QO N _ z � � N J Lu N o CV �O N N N U) 0_ W U U m U Ir z v 0 ca cc)O 0 z 2 (y7 Cl) co co LL '' I C\1 (D c� 0�0IN l _W z z W(D �Xcz z v d LL � I _ ZN U w O z U CC z U) G J W W a N O U J U 06 z 0 o_ iY U Lu Lu cn w Z O o wO N c� 0!1- z N i C U > Q wU O V) ry L CO N > LID OC Z 0 J w w 0U� \ :3 N \\` O O � � 00 T VJ VJ z 0 o_ iY U Lu Lu cn w Z O o wO N c� 0!1- z Lu W W W z C�50 wJ W LU Z z0 U cv J J wU �0 ry Lu 00� Z J w w 0U� =ZQ v0< m 12 Q PROJECT +s NUMBER: � 22015 ui a� 0 N N C3 of 9 Lu W W W z C�50 wJ W LU Z z0 / �_0 N O Q N O Q ,,-5 \ / DEMOLITION AND REMOVAL NOTES: o 01 \ \ PAVEMENT AND CURB & i O E O GUTTER TO BE REMOVED W Q 0 O v \ \ 1. DURING ALL DEMOLITION OPERATIONS THE CONTRACTOR SHALL BE CAREFUL SO AS TO NOT DAMAGE EXISTING BUILDINGS, PAVEMENT/HARDSCAPES, OR UTILITIES (IE: MANHOLES, GATE VALVES, ETC.) DESIGNATED U) O c c O \ / TO REMAIN. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE \ 0/yl-OWNER, AND SHALL CONTACT GOPHER STATE ONE CALL (800) 252-1166 FOR A UTILITY LOCATE. ANY J O O \ / PUBLIC SIDEWALK AND CURB &GUTTER BUILDINGS, PAVEMENTS/HARDSCAPE, OR UTILITIES, DESIGNATED TO REMAIN, THAT IS DAMAGED BY THE Q p p c \ TO BE REMOVED PER CITY, COUNTY, CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. _U O N U AND/ORMNDOT STANDARDSJ C—C U' 2. ALL BITUMINOUS AND CONCRETE MATERIAL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND G Q i \ OyF \ \ \ °yF \ \ S 9 / JJ O ST�y O>86, 6 'Z�/ \ E) 97 06 /•6 CONNECT TO EXISTING STORM MANHOLE \ INV = 918.76 (FIELD VERIFY) oy SO"- / \ / wooi /P / 15233 \ \ / � y EX � EX �a \ �o E 47 0 40 OHF OH f 01* \ /� / X80\ �h \ / \ / so \ OyF o'r / NEENAH R -4990 -HX TYPE A GRADE - RIM=918.45 / 1" LIP 1" LIP / 19'-10" / 20'-0" 21 '-2" / INV=916.35 24" WIDE TRENCH @ 2.00% INV=915.95 / 5" \ 8" SOLID MASONRY 8" SOLID MASONRY BLOCK, PRECAST OR \ BLOCK, PRECAST OR REINFORCING: \ SINGLE LINE OF STEEL FABRIC VING AN AREA OF 0.2 SQ \ \ IN PER FT OF HEIGHT TRENCH DRAIN #1 (TRI) � s ip RETAINING WALL # / 2 LF � LENGTH = 42 LF " HDPE / '° 924 2 \ , HEIGHT= 0 TO 10'-4" \ / 0.53% CB3 ° RIM = 923.75 ry \ MAIN IT / INV = 919.75/ 924,. \ RETAINING WALL #3 AS LIFT STATIO LENGTH = 100 LF lcGG 01rri rl i HEIGHT = 0 TO N-2" SMH \\ i \ Rim=928.61 9 \ 28, 0 ? INV = 92 .25 �� 928 I Ingress d In v= 916.11 / / 8 Sp / r1� g ess Eosemen STMH / so CONNECT TO I 1 Rim= 928.10 � / / 2g•Sp / Ex. bollding o'' ROOF DRAIN In v= \ \ O \/\ / \ O X 28.9 l�O. 1 13 \ INV @ BLDG = 9A 928.9 nlit / \ 2 PROPOSED BUILDING / / 0 \8 X MFE = 929. I \ Ex. Buildin GFE = 918.((((7 9 6 No. 101 ,N \ 6"�, \ FFE=929.0 F6�79 A� 70 EX27 / OF ` EX 4F O o� Project BM: 0) \ \ El e v.' 928.45' / AN / S \ / �-N \ %/ Sh Rh STMH / Rim= 923.78 4 In v= 17-4 Q c EX \'Qo 96 EX /IP �2 „ RETAINING WALL #1 Q � � 21578 LENGTH = 96 LF �� \ 2 HEIGHT= 0 TO 10'-4" Qg, / EX �V \ g6 ry• EX) N. CH 40 PVC AN � EX o J � \ RETAINING WALL #4 IOR LENGTH = 338 LF HEIGHT = 0 TO 3'-0'/ / \ / O / EX 0 � � s EX lk EX 2 EX J00 Qj / / \ � PID: 155-218-001010 � I / � I / I / Y2 I P =927.58 , \ , o \ WET WELL TOP 926.25 INLET 915.67 ALARM 915.67 SECONDARY PUMP ON 914.17 PRIMARY PUMP ON 913.17 PRIMARY PUMP OFF 911.17 NOTE: FORCE MAIN PIPES SHALL BE WYED TOGETHER OUTSIDE LIFT STATION STRUCTURE (2) FORCE MAIN PIPES O WET WELL BOTTOM 910.25 LIFT STATION HATCH TO BE DETERMINED BY LIFT STATION SUPPLIER AND APPROVED BY ENGINEER WET WELL DEPTH 16' DISCHARGE TO CB3 (INV=919.75) 917.55 (2) SUBMERSIBLE 500 GPM PUMPS 48" CONCRETE MANHOLE, OR APPROVED EQUIVALENT NOTES: 1. CONTRACTOR SHALL SELECT APPROPRIATE PUMP(S) 2. PUMP SUPPLIER SHALL DETERMINE SIZE AND MATERIAL OF FORCE MAIN PIPE. 3. FORCE MAIN SHALL BE INSTALLED TO SLOPE UPWARDS FROM THE LIFT STATION TO CB3 AT A MINIMUM OF 2%. REMAINING STORMWATER IN THE FORCE MAIN PIPE AT THE TIME OF PUMP SHUT-OFF SHALL DRAIN BACK INTO THE LIFT STATION STRUCTURE. 4. SHOP DRAWINGS SHALL BE SENT TO THE ENGINEER FOR APPROVAL. 5. FORCE MAIN PIPE SHALL BE PROVIDED WITH A GATE VALVE LOCATED OUTSIDE THE LIFT STATION. LIFT STATION #I (LS 1) ELEVATION REFERENCE GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED. 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY COMPLETED BY BOGART, PEDERSON & ASSOCIATES, INC, BECKER, MN. (763) 262-8822 3. BENCHMARK: PROJECT BENCHMARK: SOUTHEAST CORNER OF THE SOUTHEASTERLY -MOST ELECTRICAL CABINET AT SOUTHEAST CORNER OF SITE (SEE PLAN) - ELEV = 928.45 (NAVD 88). REFERENCE BENCHMARK: TOP NUT OF HYDRANT LOCATED IN NORTHEAST QUADRANT OF THE INTERSECTION OF BROADWAY & WALNUT STREET (SEE PLAN) - ELEV = 931.01 (NAVD 88). CONTACT BOGART, PEDERSON & ASSOCIATES FOR ADDITIONAL INFORMATION RELATED TO BENCHMARKS 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORM SEWER UTILITIES. 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. 7. SEE SHEETS C2 & C3 FOR STANDARD DETAILS. 8. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION. 9. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR 10. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6' ABOVE THE FLOW LINE SPOT ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE. 11. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS. 12. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. 13. CONTRACTOR SHALL CONTRACT WITH A LICENSED STRUCTURAL ENGINEER FOR DESIGN OF ANY RETAINING WALLS SHOWN ON THIS PLAN. ANY RAILINGS REQUIRED BY CODE SHALL BE INCLUDED IN THE DESIGN. 14. LINEAR FOOTAGE AND HEIGHTS OF ANY RETAINING WALLS SHOWN ON THIS PLAN ARE ESTIMATED, BASED ON THE TOPOGRAPHIC SURVEY BACKGROUND, AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDEC BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK GRADING PLAN NTS N N O Q O � � N � O i i O W (D o (n O c c J o� O U c:N `= o U '<n p Q i N m �Q� U U N _ QU N � � O J_ E % O N �7C3 O -0 a)c z (1) Q __Q w U W (D z O LL 7 O W Z z W U_ V) W z 2 z J W W W N �- co J �06 ^ �U V J z O 0_ U CIOLu 0 SO E 0 co 0 0 0� U 07 M j co co - M CO N ILL U U) O U C .N N C O N L U N Q N � r co co Lo If Z O co :3 N = O V) N 00 Z ~ O o cn I O N tY Z Lu W �p w J w CL Oov CLJ` w �< J W W OU� 0-5 O w J LUv = z u o < Z :D0-zo co :2 C�i PROJECT NUMBER: 22015 SCALE: c 1 ''=30' N N C5 OF 9 PROJECT INFORMATION Proiect Description This project will include the demolition of five existing buildings, as well as adjacent pavements, curb & utter, and sidewalk. After p J 9 g• 1 p 9 demolition, the project will consist of the construction of a new mixed-use building with an approximate footprint of 29,400 sf, as well as parking lot and driveway areas, and sidewalk. Disturbed Area & Impervious Surface Tabulation (within proposed construction area) Anticipated Disturbed Area 2.5 acres Existing Impervious ervious Area 2.1 acres Proposed Impervious Area 2.1 acres Net Impervious Area Increase 0.0 acres Permanent Site Drainage Site drainage will be routed off-site to adjacent public storm sewer in a manner similar to existing drainage patterns. Receiving Surface Waters The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site: Surface Water Type of Surface Water Impaired Water? Special Water? USEPA Approved TMDL for Impaired Water? Comments Mississippi River River No Yes Total Training Hours 7.0 0 0 w LU CIO 0:� O O V) �__ CL I L LU > C SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed main) to provide erosion and sediment control of natural) occurring soils at this site ie: sands g Y P Y g ( learns and clays). Although this SWPPP does address pollution prevention of other man-made materials it is assumed that these 9 p materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints from new construction. etc.) resulting There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SWPPP will then be revised to address he presence and disposal of these additional pollutants EROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES SWPPP Design Engineer and Qualifications Design Engineer Brian J. Schultz, PE Training Course Design of SWPPP Recert. Training Entity University of Minnesota Instructor John Chapman Dates of Training Course March 3, 2020 Total Training Hours 7.0 SWPPP Coordinator and Qualifications * "Design of SWPPP" is a recertification course offered by the University of Minnesota. The Engineer's certification for "Design of SWPPP" is current, and will expire May 31, 2023. Certification documentation is on file at the Engineer's office and a copy can be provided upon request. The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP Coordinator, or their assigned, qualified (see below) representative shall be available for an on-site inspection within 72 hours upon request by the MPCA. It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that P Y p Y person's qualifications. This person shall acknowledge that he/she has been assigned to serve as SWPPP Coordinator and will be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will not be considered complete if the table below is not filled in. * Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be identified at the project's Preconstruction Conference. SWPPP Coordinator Company Name Office Phone # Cell Phone # Training Course Training Entity Instructor Dates of Training Course Total Training Hours I, , hereby (Printed Name) acknowledge that I will be serving as SWPPP Coordinator for this project and will be responsible for overseeing the items identified in this section. (Signature) (Date) The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that particular part of the SWPPP. If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer. Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and "Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm water management system. The SWPPP Coordinator shall be responsible for ensuring that the Contractor properly disposes of the temporary erosion and sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer needed. Record Retention The SWPPP and associated records shall be stored and maintained by an employee or representative of the Owner for 3 years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to another employee or representative should the current personnel become uninvolved with the project or Owner. These records shall include the following: 1). The final SWPPP 2). Any other stormwater related permits required for the project 3). Records of all inspection and maintenance conducted during construction 4). All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts, covenants and other binding requirements regarding perpetual maintenance 5). All required calculations for design of the temporary and permanent Stormwater Management Systems. BMP INSPECTIONS Inspection Frequency The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect see above the construction site p 9 q p ( )• erosion prevention and sediment control BMPs per the following time frames: 1). Once every 7 days 2). Within 24 hours of a rain event (1 /2" or greater over 24 hours) Inspections shall be conducted per the time frames listed above with the following exceptions: 1). Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas with permanent cover may be reduced to once per month 2). Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground conditions). Following the 12th month of permanent cover with no construction activity, inspections may be terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. 3). Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first. Inspection Records The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours of the inspection and/or maintenance activity. The inspection records shall include the following: 1). Date and time of inspections 2). Name of person(s) conducting inspection 3). Findings of inspections, including recommendations for corrective actions 4). Corrective actions taken (including dates, times, and party completing maintenance activities) 5). Date and amount of any rainfall events greater than 1/2" in 24 hours a). The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts. 6). If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. 7). Documentation of any changes to the SWPPP made during construction a). If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that it is ineffective, it shall be his/her responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the SWPPP") Note: Copies of all inspection records shall be submitted to the Engineer. AMENDING THE SWPPP During the construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing, inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred P g 9 q from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated accordingly. The Owner will also be required to complete an "Permit Modification Form". Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this SWPPP exist, or if significant changes are made to the design/scope of this project that impact erosion prevention and sediment control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and/or significant changes to project design/scope, and make necessary changes to the SWPPP. After changes are made to the SWPPP, the Engineer will issue the necessary documentation, reflecting the changes, to the owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is added to the on-site SWPPP copy and that the changes described in the documentation is implemented on-site. EROSION PREVENTION AND SEDIMENT CONTROL BMPS Standards and References Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall obtain a current co of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification copy P p sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections. The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. Undisturbed Areas If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags, stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineation method the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that these areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in these areas. The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas that are not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existing condition of these areas. Temporary and Permanent Stabilization All exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 7 days of construction activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales, which drain off-site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be provided with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be initiated immediately upon suspension or completion of excavation operations. Temporary Cover: If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 7 days, and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule, the temporary cover shall consist of one of the following BMPs: 1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively short, but exceeds 7 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3C. e). All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of the mulch, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage. 2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will require very little maintenance. b). Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. c). Contractor shall utilize Seed Mixes 21-1 1 1, 21-112, or 21-113 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.36. e). Once temporary seeding has been sown, mulch shall be placed over the area as described above. Permanent Cover: Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin immediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements/gravel bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacing within 7 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours of connection. Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan): 1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod h droseedin g• etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. d). Contractor shall utilize Seed Mix 25-131 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seedingshall be sown per MNDOT Spec. 2575.36. p p f). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise. 2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as per MNDOT Spec. 2575.3G2. d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding). 3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.362. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well -keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans. g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading. Sediment Control The following sediment control BMPs shall be implemented as part of this project: 1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the P requirements of MNDOT Spec. 3886. q c). Silt fence shall be installed as per MNDOT Spec. 2573.382. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below) e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1/3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short-term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches. 2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com. b). "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed (ie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and specifications. 3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of geotextile fabric wrapped around, and completely covering the inlet end section. The geotextile fabric shall be the same fabric used in silt fence applications and meet the requirements of MNDOT Spec. 3886. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1/2 of the diameter of the culvert pipe. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery. 4). Temporary Rock Construction Entrance a). Temporary rock construction entrances shall be installed at the locations shown on the plan included in this SWPPP. See detail for temporary rock entrance design. b). If the Contractor chooses to access the site from locations other than where temporary rock entrances are specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be adequately maintained until Final Stabilization has been established. d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of discovery. e). The Contractor has the option to place Type 4 geotextile fabric beneath the temporary rock entrance. The fabric may extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.362. f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The Cit may order street sweeping to be performed at the Contractor's or Owner's expense if Cit staff find that construction Y Y p 9 p P Y activities are resulting in sediment or debris being tracked onto City streets. 5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3F. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally. Dewatering If dewatering of sandy subsoils is required for this project, the pump discharge shall be treated prior to discharge off-site or into a surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved equivalent), as manufactured by Dandy Products,lnc. Dandy Products, Inc. can be contacted at (877) 307-0141, and their web page is www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewatering water has been treated, it may be discharged off-site or to a surface water. The discharge shall be visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is noticeably "dirty", the Engineer shall be contacted as additional treatment methods may be necessary. Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or established turf. This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation measures. The type of erosion control measure shall be at the Contractor's discretion, depending on the location of the dewatering discharge and the unique site characteristics. The erosion control measures shall be effective and shall be maintained adequately such that no erosion occurs at the point of discharge. Pollution Prevention Management Solid waste accumulated during construction, including collected sediment, construction materials, floating debris, construction debris paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal requirements: ,p p •p p p q 1). Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water. 2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. 3). Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. 4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. 5). Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. The Contractor shall conduct fueling in a contained area unless infeasible. The Contractor shall ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. The Contractor shall report and clean up spills immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. FINAL STABILIZATION Final Stabilization shall be considered established once the following requirements have been achieved: 1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2). The permanent storm water management system is constructed, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3). All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the project site. BMPs designed to decompose on site may be left in place. ADDITIONAL COMMENTS The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of the State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged by construction activity related to this project. Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor and/or Owner shall also be responsible to obtain all other necessary local government permits related to storm water management, and erosion and sediment control, if applicable (ie: Watershed District, City, MNDOT, etc.). This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General Storm Water Permit. In addition to the SWPPP, the Owner, Contractor, and SWPPP Coordinator shall familiarize themselves with the actual requirements indicated in the MPCA General Storm Water Permit itself and are responsible for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit upon request. SWPPP - STANDARD NOTES N _0 _0 N - " O O C a N O •v 11 a >_ O N5 0 _0 O io N I O 0_0It � N- O W -� W 0� c o c- c Z QO� 1E a O O 0 c U O N Q) U N 0 J 2 Q� m N N N � Q_r W _U N a 0 N 3 U }-a 0 0�a) J "' rL N \ CV N O ^� o -a-0 } C'I U C C � Q) D D � x > O N V) X ..-0N C � E . c 0 m a) a 0�mo Qw _ 0 U Z) U) Z (Dc� 0 O T U N c) c; > (z co (D 0 � O c9 ^ 0) ' ' W N .r -X :3z W CD a_ ILL _ U I Z_' U) N >_ - vJ E IW O U Z 0 C 2 Z a) J -a W w C 0- N � �' a N U J D W N � ZC 0a) Q VJ N r - r L. N CO > LO OC Z O co ON N N L. \\ - L 00 :3(10 r GO GO Z O o_ U CIOLU 0 V) w J Lo J Z �-- � 0 0 w LU CIO 0:� O O V) �__ CL I L LU > C V) J w w OU� O wJ = Z � �v UOQ �� Z LU O ZO C� N co '14- � Z o NUMBER: U c-4 J Lo J wU � �O J w LU CIO 0:� O O V) �__ CL I L LU > C J w w OU� O wJ = Z � �v UOQ �� Z m12Q ZO C� U) 3.1 ui PROJECT o NUMBER: z I 22015 N N C6 of 9 Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Roy ii^^ Geotextile fu., SECTION B—B Original grade NOTES: Channelize runoff to sediment trapping device CD z C/7 xl w Match Existing Grade �)Ll IIUIN /A—/A (not to scale) Sediment Trapping Device Original grade Q) :z v (D MAINTAINANCE:-- - - - — - - - - - - - - e�r N (D d 0 Q O O i0 C,4 Cnl rI M p p �. DURING PROLONGED RAINFALL, AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. Fn Imo! ^ • LU O N N Q' Z 0 USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY, THE FABRIC SHALL BE REPLACE PROMPTLY. 0 �r O (rq 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT THEY MUST BE REMOVED WHEN 5U min. or Right of Way PLAN Standard Plate Library City of Monticello STEEL FENCE POST (T—POST), MINIMUM 5' LONG, 6 MAXIMUM SPACING. POST NOTCHES• TO FACE AWAY FROM FABRIC. Title: Commercial Gravel Construction Entrance Date: 06-14 � No. Revised: 03-15 6002 ATTACH FABRIC TO POSTS TH MINIMUM 3 ZIP TIES 50 LB. ENSILE) PER POST I TOP 8 OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABL� 3886-1 (MACHINE SLICED . MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) DIRECTION OF SURFACE F / �... 24" MINIMUM POST EMBEDMENT NOTE: ®COMPACTION: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION STANDARD SILT FENCE INSTALLATION METHOD. OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE HEAVY—DUTY SILT FENCE INSTALLATION METHODS "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT BY THE CITY. A UNIFORM HEIGHT. OF 1EIGHT PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY �---CURB * FOR THE NEW R-3290—VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello BOTTOM OF DRAINAGE WAY 3 O ELEVATION POINTS A' SHOULD BE A Y FILTER ASSEMBLY DIAMETER, 6" ON—GRADE 10" AT LOW POINT HIGH—FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03-07 Revised: 6004 03-15 0.7 STAPLES PER SO. YD. 4:1 SLOPES 1.15 STAPLES PER SQ. YD. 3:1 SLOPES OVERFLOW OVERFLOW SLOT IN SHROUD 0" L20 j 0 0 3.3' 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE Standard Plate Library City of Monticello NG NU 1 TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title: Inlet Protection Grate Inlet Cover Date: Plate No. 03-07 Revised: 6005 03-15 CV70-0 N O Q N (D •v O N� 0 O i S_ I as Q � � N— O W N W o� c C Q O7:3 c O O U O 0 N `= O U •H p Q� m N (D N � 0- U) O N �(D N U }� 9 J E 4-7 I✓ �N N =-0 70 U > -0 o (DO c z ��0) 0 _Q w U Z) z (D O z 0 LL O Uj z z W V 1 z v/ Ir W �5 Z 0 z JW W W Ir N C) J D Z VJ�U^^ 01 N 0 Z N C N U J LU N N } CD X U X X X (0000 9 T U I a) c; 2!CO ('o — co CO 5 O � � N r- X :3 D_ LL I— U O U C a) O N U U a) m r U) CO > LO Er z 0 co :3 N = O U) 00:3to L� 2W J W W I..L W z 0.50 W J WLLQ Cz z z0 MAINTAINANCE:-- - - - — - - - - - - - - Z 0 Q 3B 0 DURING PROLONGED RAINFALL, AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. LU O N M Q' Z USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY, THE FABRIC SHALL BE REPLACE PROMPTLY. L� 2W J W W I..L W z 0.50 W J WLLQ Cz z z0 MAINTAINANCE:-- - - - — - - - - - - - - 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 3B DURING PROLONGED RAINFALL, AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY, THE FABRIC SHALL BE REPLACE PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT THEY MUST BE REMOVED WHEN 12' I DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. 3A O 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER I REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. v— AND o C1 D Amr SUMMER WINTER SU E:::::::: Placement of Sediment Placement of Sediment O fJ r Filter Barrier 7' Behind Filter Barrier Along 9 o — Residential Residential Curb or Behind Sidewalk Curb ^' M O v M v mEntrance � Ri ht of Wa Driveway Y Prior to Snow Plowing 9 Right of Way Driveway Y Entrance 3' r V ` V D 0 O � 9 Y9 Y J 3= ---- ----- — ---- ----- — Sidewalk Sidewalk (/� ' ` D 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. V ZOm < '1 z Concrete Concrete 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH W M � ao m Curb & Gutter Curb 8 Gutter WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. 0 _ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF J Street Street STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. U OA .gyp N 1120 ? O 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 0 — N AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM,STAPLES/STAKES 0 SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING 0:� J ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING /'1, INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. LL 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5m) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE I� ' w w BLANKET WIDTH. 1 �1 J NOTE: U 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15m) MAY BE NECESSARY TO O PROPERLY SECURE THE BLANKETS. = z Title: Erosion Control Blanket U O c- ���� Standard Plate Library Stapling Patterns &Installation � m i�i Q Cit of Monticello y Date: Plate No. 03-0$ �' PROJECT 601 1 - Revised:o3-15 ° SWPPP -STANDARD DETAILS � NUMBER: I 22015 N C7 9 N OF L� 2W J W W I..L W z 0.50 W J WLLQ Cz z z0 \ \ INSTALL CATCH BASIN PROTECTION \ (TYP) 9 O / 06 \FJ 9 8�6 ' 6 9z 0 s � \ c 760 i / / 15235 \ y \ i b Q / 0 ) �tx / 00 �� d o^ s PERIN V��� FENC ° �h otyc / INSTALL�CATCH \ BASIROTECTION / (TYP ° \ / A o'r / / INSTALL CATCH'-- BASIN ATCH\BASIN PROTECTION \ (TYP) T Rik J TEMP RARRY ROCK / CONSTRUCTION ENTRANCE \ / s \ Som /o / 4 \ , cof O O / / / O O \ / PERIMETER SILT \ O� O 924"" \ FENCE (TYP) \ / SMH / \ ' / / \ / Rim=928.61 a / 928 Inv=916.11 STMH So Rim= 928.10/ / Ex. Building \ \ In v= �/\ / \ \ / 110. 113 INSTALL CATCH 21/ F E= 928.9 s BASIN PROTECTION O \ f (TYP) ,A \ / / \ \ / PROPOSED ZUILDING MFE = 9290 GFE = 918.67 Ex. B( No. FFE= . UF65e PERIMETER SILT \ / ,A \E (TYP) Pro iec t BM: EI e v.• 928.45' PERIMETER SILT 21 / \ FENCE (TYP) / \ INSTALL CATCH SIN PROTECTION (TYP) , \ �9s \ 9 � N STMH a / Rim= 923.78 In v= 90,3 OS�c \ / oj�`�\C�c W 21 CATEGORY 20 / EROSION CONTROL I o \ BLANKET (TYP) \ / lP %2\ \ NOTE: EROSION CONTROL \ / 121578 \ BLANKET MAY BE OMITTED / FROM AREAS DESIGNATED PERI ETER SILT / FOR SOD OR MULCH / FEN E (TYP) F° INSTALL CATCH / \ \ BASIN PROTECTION AN <10 (TYP) (71 Ingress d -ss Eosemen PERI TER SILT FEN E (TYP)Qj 1700, � PID: 155-218-001010 I /P /2 5718 SMH Rim= 927.58 / \ TMH \ / im=927.43 v=919.78± \ SWPPP - PLAN VIEW z O w Lu Lu C) Lu Z ~ O o C� L> O N co I 't � z U C14 1 Lo I V)� Lu w N O Q w N ,u O O O Q >_ Lu J W W OU� N wJ = Z �v O I O E N W �} o 0= o �} c 4� z N Q c O � O c U p N G m Q i N N N N Q� (A a N o r N `r N N � � N J_' } " d N % a� o N �O N N N � w � O m o U z (D��o 8 z d) c; N > tr N cMy) (0 U L.L 0 LL I L C M 000 N . . N I Lu z Z �V d LLL z&5 � o Z U z J w � a N N J U N N U c N Q L N� > LO E Z 0 \ co N N � O � � (1) (1) z O w Lu Lu C) Lu Z ~ O o C� L> O N co I 't � z U C14 1 Lo I V)� Lu w F-0 w J w O O V) OLIZ Lu J W W OU� 06 O wJ = Z �v v0Q z Lu Z m�Q z0 o--.2! PROJECT NUMBER: a_ I 22015 N a_ a_ SCALE: a_ �1 "=30' D N N C8 OF 9 / / / / EXISTING HYDRANT (ESTIMATED LOCATION) \ T T \ \ CONNECT TO EXISTING / \ 6" WATER MAIN \ (WET TAP) / \ O \\ 6' GATE VALVE \ & BOX / UTILITY NOTES: 1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING OR PROPOSED SANITARY SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST OF AN 8 -FT X 8 -FT SQUARE OF 3" -THICK RIGID INSULATION. INSULATION SHALL BE PLACED BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION PARALLEL TO THE PIPING AS MUCH AS POSSIBLE. 4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE MINNESOTA PLUMBING CODE 5. SEE SHEET C5 FOR STORM SEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES. / 6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING / UTILITIES PRIOR TO ANY CONSTRUCTION. 7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER SERVICE �• / \ \ \ ` , r (ESTIMATED EXISTING ED LOCATION) pito 6" 1140 BEND \ STMH / Rim= 923.78 In v= lb Q 9 �J ?0'7 190 \/\ v 3 HYDRANT / \ / q 6" GATE VALVE &BOX o • 6"X6" TEE E6" C900 PVC LEAD / I � IP %2\ \ Q / 121578 \ Q \ I5° BE O' 72 A) yF AN / SMH � _�. / � - �� / � / Rim=928.61 \ / a / 1 /ngress d \ ,� Q lnv 916.11 / / gess Easemen STMH SO / Ex ilding o'' WA EROPVC C MBISERVIC W/ 6 Rim= 928.10 Bu ED In v= \ \/\ / \ \ l�O. 113 / GATE VALVE & OX F E= 928.9 SAN CLEANOUT (CO1)/ O \ \ RIM = 928.85 \ AlBUILDING IN� = 915.71 / 8" PVC SAN. SERVI= 915.75 PROPOSED INV @BLDG �\ \- MFE = 929. /Ex. Building o GFE = 918.((((7 No. 101 FFE= 929.0 A� 700,_ / \ 6 O PID: 155-218-001010 / F k / e4//a�9S ,, • ' \���%/ / \ OF / � � a �/ �^ —Imo/ EXISTING HYDRANT Project BM: r� ( / (ESTIMATED LOCATION) Elev.• 928.45' Otter V • � J � 5718 / AN SMH Rim= 927.58 \ STMH Rim = 927.43 / \ Inv= 919.78± \ ry \ OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATION OF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARY SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBING PERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE BEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS. UTILITY PLAN N N O Q O Q ,,-5 O i w(D o U) o _° c J p� O O c:O U N U •<n p Q i N m N (D � Q— U) O Q� O J E �N N U > -0 O N E.O C z N O) 0 �c: LUU W (D z ILLO LL O ILL] z z W A,0-0,- V W z 2 z JW W w Ir N �- co J W ^ �U V J z O 0- CIOLU 0 01 v 0 z O c O U J SO E co O U 07 C; j c� c�0 o(5� M CO N X :3 LL U U) N N Q r CO LO If Z O CO N = O W N � WW Z ~ 0 0 V) w O N � Z J N �Lr) k. V)� LU w �p J w LU CL 22015 Oov CLJZ w J W W OU� 0-5 O LU = z �v v0Q z z 00 < z0 I �i PROJECT NUMBER: 22015 SCALE: 1 ''=30' N N NC9 OF 9 \ \ CB \ 4'\ %—Ri —921.64 \ STS In (NW)=9 .98 \ 1�%�i y 8 l v E= 91 7 9 O I « 919 ' 7869 �' 7s �03 % sO TV /9,1\ r 1r SI c 80 AE /P NAH / 152 JJ / 2 / / k OC MUL H, T P A ° Ex. Building ° ti ' �No. 106 cb / r �ti �°� d ' / FFE= 929.7 i/o,`\ry �' �� / • S 64° 9'40» / v0�cr1 • /5.82 O / V Q h d � �\ d . •/• °. `/ •• d e 1 / \ 80 S 1 d, \ \ Rim= 927.47 / SMH Rim= 928.61 In v=916.1 STMH Rim=928.10 Inv= / x 4' TREE GRATE, TYPICAL / / / / \ /' CB T \ ��300ot- / pej 1 H SOD �y o/v,�at�o,� /L EDGING, TyICAL SGM / \ / RO K LCH, YPICAL — �\ \ / c, dye /? Is, , SOD PPB / 4 NAH SOD • Syi lb I PLANT LEGEND SYM TREE SIZE MATURE H x W QUANTITY Lu LU AE / 2" CALIPER 70'x 40-50' 2 w NHE New Horizon Elm (Ulmus'New Horizon') 2" CALIPER / 3 0 = SGM Sienna Glen Maple (Acer x freemanii 'Sienna') 2" CALIPER 60 x 40' 4 / Qa Q Z 'n m HGL / 2" CALIPER 40-50'x 20' 4 NAH Northern Acclaim Honeylocust (Gleditsia tricanthos var. inermis "Harve') 2" CALIPER / 6 CH Common Hackberry (Celtis occidentalis) 2" CALIPER 50-75'x 50' 1 / Kindred Spirit Oak (Querscus x'Nadler') 2"CALIPER 35'x 6' 5 0KSO B / 2" CALIPER 40'x 6-7' 4 / / / x 4' TREE GRATE, TYPICAL / / / / \ /' CB T \ ��300ot- / pej 1 H SOD �y o/v,�at�o,� /L EDGING, TyICAL SGM / \ / RO K LCH, YPICAL — �\ \ / c, dye /? Is, , SOD PPB / 4 NAH SOD • Syi lb I PLANT LEGEND co SOD ROCK MULCH (0 00 O Z 9- CO CO ( (00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS,0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING.0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN > z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/\ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D A V H / '� r 10 / 04 ch v / 0 / a f OR • / / 5 a •A AA .d '' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . •• d • • / \ \ v v • • • "'• d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % W AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Qr-4 LU EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P %2" 0— w 5718 2 F— � LU U Z �� UOQ wZ \ :5� Z SMH \ / \ \ Rim=927.58 PROJECT \ STMH =9274J \ \ PLANTING PLAN NUMBER: N / �4 \ In v= .78± \ 1 \ SCALE: 1 "=30' L1 OF 3 SYM TREE SIZE MATURE H x W QUANTITY Lu LU AE Acolade Elm (Ulmus'Morton') 2" CALIPER 70'x 40-50' 2 w NHE New Horizon Elm (Ulmus'New Horizon') 2" CALIPER 40-50'x 20-30' 3 0 = SGM Sienna Glen Maple (Acer x freemanii 'Sienna') 2" CALIPER 60 x 40' 4 Qa Q Z 'n m HGL Harvest Gold Linden (Tila x mongolica 'Harvest Gold') 2" CALIPER 40-50'x 20' 4 NAH Northern Acclaim Honeylocust (Gleditsia tricanthos var. inermis "Harve') 2" CALIPER 35-45'x 30-35' 6 CH Common Hackberry (Celtis occidentalis) 2" CALIPER 50-75'x 50' 1 Kindred Spirit Oak (Querscus x'Nadler') 2"CALIPER 35'x 6' 5 0KSO B First Editions Parkland Pillar Birch (Betula platyphylla "Jefpark') 2" CALIPER 40'x 6-7' 4 co SOD ROCK MULCH (0 00 O Z 9- CO CO ( (00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS,0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING.0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN > z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/\ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D A V H / '� r 10 / 04 ch v / 0 / a f OR • / / 5 a •A AA .d '' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . •• d • • / \ \ v v • • • "'• d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % W AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Qr-4 LU EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P %2" 0— w 5718 2 F— � LU U Z �� UOQ wZ \ :5� Z SMH \ / \ \ Rim=927.58 PROJECT \ STMH =9274J \ \ PLANTING PLAN NUMBER: N / �4 \ In v= .78± \ 1 \ SCALE: 1 "=30' L1 OF 3 SYM SHRUB SIZE MATURE H x W QUANTITY Q RC Russian Cypress (Microbata decussata) #2 CONTAINER 12" x 3-4' 21 Z Z FRG Feather Reed Grass (Calamagrostis acutiflora 'Karl Foerster') #1 CONT. 4-5'x 2-3' 11 U) w _ at, co SOD ROCK MULCH (0 00 O Z 9- CO CO ( (00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS,0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING.0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN > z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/\ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D A V H / '� r 10 / 04 ch v / 0 / a f OR • / / 5 a •A AA .d '' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . •• d • • / \ \ v v • • • "'• d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % W AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Qr-4 LU EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P %2" 0— w 5718 2 F— � LU U Z �� UOQ wZ \ :5� Z SMH \ / \ \ Rim=927.58 PROJECT \ STMH =9274J \ \ PLANTING PLAN NUMBER: N / �4 \ In v= .78± \ 1 \ SCALE: 1 "=30' L1 OF 3 SYM PERENNIAL SIZE MATURE H x W QUANTITY Q VH Varigated Hosta (Hosts undulata) #1 CONT. V x 2.5' 18 Z Z FRG Feather Reed Grass (Calamagrostis acutiflora 'Karl Foerster') #1 CONT. 4-5'x 2-3' 11 N W m 1z, w _ at, co SOD ROCK MULCH (0 00 O Z 9- CO CO ( (00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS,0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING.0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN > z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/\ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D A V H / '� r 10 / 04 ch v / 0 / a f OR • / / 5 a •A AA .d '' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . •• d • • / \ \ v v • • • "'• d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % W AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Qr-4 LU EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P %2" 0— w 5718 2 F— � LU U Z �� UOQ wZ \ :5� Z SMH \ / \ \ Rim=927.58 PROJECT \ STMH =9274J \ \ PLANTING PLAN NUMBER: N / �4 \ In v= .78± \ 1 \ SCALE: 1 "=30' L1 OF 3 ZU d N d J C O N W m 1z, _ at, Q L m �_ � Oa_ Z� N Z Qa Q Z 'n m t7 ° � C n LU W J N � co SOD ROCK MULCH (0 00 O Z 9- CO CO ( (00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS,0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING.0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN > z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/\ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D A V H / '� r 10 / 04 ch v / 0 / a f OR • / / 5 a •A AA .d '' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . •• d • • / \ \ v v • • • "'• d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % W AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Qr-4 LU EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P %2" 0— w 5718 2 F— � LU U Z �� UOQ wZ \ :5� Z SMH \ / \ \ Rim=927.58 PROJECT \ STMH =9274J \ \ PLANTING PLAN NUMBER: N / �4 \ In v= .78± \ 1 \ SCALE: 1 "=30' L1 OF 3 PLANTS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specifications sections, apply to work of this section. B. The following items of related work are specified and included in other sections of these Specifications: SECTION 31 22 19FINISH GRADING (SITE WORK)SECTION 31 23 13SUBGRADE PREPARATION (SITE WORK) 1.02 SUMMARY A. Extent of landscape development work is shown on drawings and in schedules. Development work is to include furnishing and installing all components shown on plans, details and as described in the specifications for plantings, lawns, soil conditioning, accessories, etc. B. Sub -grade Elevations: Excavation, filling and grading required to establish elevations shown on drawings are not specified in this section. Refer to earthwork sections. 1.03 PERFORMANCE REQUIREMENTS A. Subcontract planting work to a single firm specializing in planting work with a minimum of 3 years planting experience. B. General: Ship plant materials with certificates of inspection required by governing authorities. Comply with regulations applicable to plant materials. C. Do not make substitutions. If specified plant material is not obtainable, submit proof of non-availability to Architect, together, with proposal for use of equivalent material. D. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, where applicable. E. Trees, Shrubs and Plants: Provide trees, shrubs and plants of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standards for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. F. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. G. Inspection: The Landscape Architect may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size and quality. Landscape Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.04 SUBMITTALS A. Certification: Submit certificates of inspection as required by governmental authorities. Submit manufacturers or vendors certified analysis for soil amendments and fertilizer materials. Submit other data substantiating that materials comply with specified requirements. B. Certification of Grass Seed: From seed vendor for each grass -seed mono -stand or mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. Certification of each seed mixture for turfgrass seeded areas, identifying source, including name and telephone number of supplier. C. Maintenance Instructions: Recommend procedures to Owner for maintenance of lawns during a calendar year. Submit before expiration of required maintenance periods. D. Submit to the Owner, samples of topsoil, wood mulch, rock mulch, and edging to be used in the construction of the project. Do not order, ship or install any materials, until samples have been approved. 1.05 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Do not remove container -grown stock from containers until planting time. 1.06 JOB CONDITIONS A. Proceed with and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. B. Utilities: Determine location of underground utilities and perform work in a manner, which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. C. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect before planting. D. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.07 SPECIAL PROJECT WARRANTY A. Warranty trees, shrubs, perennials and lawns, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse by others, or unusual phenomena or incidents which are beyond the Landscape Installer's control. B. Remove and replace trees, shrubs, or other plants found to be dead or in unhealthy condition during warranty period. C. Another inspection will be conducted at end of extended warranty period, if any, to determine acceptance or rejection. Only one replacement (per tree, shrub or plant) will be required at end of warranty period, except for losses or replacements due to failure to comply with specified requirements. PART 2 -PRODUCTS 2.01 TOPSOIL A. Import topsoil as required to complete the landscape work. It is the Landscape installer's responsibility to verify all quantities. B. Imported Topsoil shall be natural loam, which is fertile, friable, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, rhizomes, litter, roots, stumps, stones larger than 1 '/2" in any dimension, and other extraneous or toxic matter harmful to plant growth. Raw field topsoil is not permissible. Topsoil found to be unsuitable will be removed and replaced by the Contractor at no additional cost to the Owner. C. Obtain topsoil from local sources or from areas having similar soil characteristics to that found at project site. Obtain topsoil only from naturally, well -drained sites where topsoil occurs in a depth of not less than 4"; do not obtain from bogs or marshes. 2.02 SOIL AMEDMENTS A. Organic Soil Amendment: Organic, nitrogen stabilized mulch free from deleterious materials and suitable for trees, shrubs or plants and consisting of shredded or ground bark or other well -composted, nitrogen stabilized material with no particles exceeding 3/8" in diameter. B. Commercial Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following percentages of available plant nutrients: C. For trees and shrub beds, provide fertilizer of approximately 5% total nitrogen, 10% available phosphoric acid and 5% soluble potash. Verify final NPK mix from soils fertility analysis recommendations. D. For lawns, provide fertilizer with percentage of nitrogen required to provide not less than 1 Ib. of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4% phosphoric acid and 2% potassium. Provide nitrogen to a form that will be available to lawn during initial period of growth; at least 50% of nitrogen to be organic form. Verify final NPK mix from soils fertility analysis recommendations. 2.03 HERBICIDES A. Pre -emergent: Provide a mixture with active ingredients consisting of a "a-a-a-trifluoro-2, 6-dinito-n, n-dipropyl-p-toluidine" (1.75% of total mixture) and inactive ingredients (98.25% of total mixture). Manufacturer: "Green Gold" by Lebanon Chemical Corp. or equal. B. Other: All other herbicides shall be approved by the Architect prior to use. 2.04 ROCK MULCH TOP DRESSING: A. Rock mulch to be as indicated in notes and details over a commercial grade, 5 oz., woven landscape weed barrier fabric designed for use in landscape applications. Mulch to be washed clean and free of fines, dirt and other debris. Rock mulch installed with fines, dirt or debris will be removed and replaced by Contractor at no additional cost to Owner. B. Boulders (if applicable) to be locally available granite boulders. Sizes shown on plans are minimum dimensions. 2.05 WOOD MULCH TOP DRESSING A. Wood mulch top dressing shall be 3 -inch depth, organic shredded cedar free of deleterious materials, nitrogen stabilized and suitable for top -dressing of trees, shrubs and groundcovers. Trees in lawn areas to have 4" depth by 5 ft. diameter wood mulch. Ensure that there is no lawn within the 5 ft. mulch diameter. Submit sample of wood landscape mulch topdressing and fabric to Landscape Architect for approval. Pebble type bark is not acceptable. Add mulch at end of maintenance period to re-establish 4 -inch depth of mulch, where mulch has settled. 2.06 PLANT MATERIALS A. Provide trees, shrubs, and other plants of size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". 2.07 GRASS MATERIALS A. Sod: Provide strongly rooted sod, not less than 2 years old and free of weeds and undesirable native grasses and machine cut to pad thickness of %" (+1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). B. Provide sod of uniform pad sizes and maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. C. Provide mineral based sod, which is hardy to the region and is composed principally of the following, (peat based sod is unacceptable): Kentucky Bluegrass (Poa pratensis) var. D. Hydro -mulch (if applicable): The hydro mulch shall be a mixture of wood cellulose fiber, water and a tackifier as per the manufacturer's recommendations to provide adherence to the soil. Products to be manufactured and as commercially available specifically for hydro -mulch application. E. Hydro -mulch Grass Seed (if applicable): Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: 1. 60% of seed mix to be Bluegrass Species: three cultivars in equal amounts such as New Glade, Award, New Chip, Royce, Champlain or Blue Stone. 2. 30% of seed mix to be Perennial Rye Species: two species in equal amounts such as Grand Slam and Stellar. 3. 10% of seed mix to be Creeping Red Fescue: 2.08 MISCELLANEOUS LANDSCAPE MATERIALS A. Edging: Edging to be commercial grade pre -cast concrete 'Bullet' style edging is to be installed as recommended by manufacturer and as indicated in details. B. Weed Barrier Fabric: Provide black polypropylene sheet 27 mils thick, 5 oz./sq. yd., grab tensile strength per ASTM D-4632; 90LB 9machine direction) 50 lbs. (cross machine direction). Provide "DeWitt" or approved equal. 2.09 OTHER MATERIALS: A. Provide all other material as required to complete the landscape planting as shown on the drawings, details and as specified herein. B. All materials shall be new, first quality and approved by the Architect. PART 3 - EXECUTION 3.01 PREPARATION A. Preparation of Sub -Grade; 1. Thoroughly till compacted sub -grade to allow proper root development for the plant material. Till in two directions until subsoil is loosened sufficiently and large lumps are removed. Roll sub -grade sufficient to eliminate settling while maintaining a suitable sub -grade for plant material roots to penetrate. 2. Clean exposed subgrade of roots, plants, sod, trash, stones over 1-1/2" in diameter, clay lumps, discarded construction materials, and other extraneous materials harmful or toxic to plant growth. 3. Install topsoil to finish grades as indicated on grading plans and specifications. Eliminate uneven, low or high areas to achieve a smooth and uniform grade. Ensure positive drainage away from buildings and towards drainage structures. 4. Mix specified organic soil amendments and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil within a few days. Spread organic soil amendment at a rate of 2 cubic yards per 1,000 sf to be planted. Spread fertilizer at the rate of 20 lbs. per 1,000 sq. ft. Thoroughly mix organic soil amendment and fertilizer into top 4" of soil. B. Preparation of Unchanged Grades: 1. Where lawns and plants are to be planted in areas that have not been altered or disturbed by excavating, grading, or stripping operations, prepare soil for as follows: Strip existing vegetative matter, till to a depth of not less than 6"; apply organic soil amendments at the rate of 2 cubic yards per 1,000 sf and initial fertilizers as specified; remove high areas and fill in depressions; till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 2. Apply specified commercial fertilizer and organic soil amendment at rates specified and thoroughly mix into upper 4" of topsoil. Delay application of fertilizer if planting will not follow within a few days. 3. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas, which can be planted immediately after grading. 4. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 5. Restore planting and lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. C. Preparation of Lawn Areas: 1. Fine grade lawn areas as necessary to establish smooth and uniform grades. Ensure positive and even drainage to drainage structures, swales, detention areas and ponds as applicable. Remove any debris encountered as necessary. Prepare soil for as follows: Strip existing vegetative matter; remove high areas and fill in depressions; till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 2. Apply specified commercial fertilizers specified and thoroughly mix into topsoil. Delay application of fertilizer if planting will not follow within a few days. 3. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas, which can be planted immediately after grading. 4. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 5. Restore planting and lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. D. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be requested. Ensure drainage is away from buildings and structures at 2% minimum slope. E. Excavation for Trees and Shrubs: 1. Excavate pits with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. Scarify sides of pit. Pit width to be a minimum of twice the diameter of the root ball or as indicated on details, whichever is greater. 2. Thoroughly moisten excavations for trees and shrubs with water and allow to percolate out before planting. 3.02 PLANTING A. Planting Trees, Shrubs and Perennials: 1. Layout: Coordinate layout of plants with the Landscape Architect for inspection and approval prior to planting. 2. Container Removal: Remove containers with proper tools being careful to keep rootball intact. 3. Set plant material in pit as shown on details. Set plumb and faced for best appearance. Set crown level or slightly above surrounding grade, or as indicated on details, after settlement. Trees and shrubs will be inspected for proper planting depth. Plants found to be planted at improper depths as determined by Landscape Architect will be raised (or lowered) by the Contractor to the proper depths. Remove advantageous roots that have grown above the trees flare roots. Expose the flare root as necessary. Plant trees with flare roots exposed at or slightly above the adjacent grade. 4. Backfilling: Surface amended soil will be suitable for placement as top 12 inches around sides of root -ball. Backfill below this depth should not contain organic soil amendment and can be comprised of un -amended, pulverized soil. 5. Neatly trim all broken and frayed roots. Flood plant pit when half back-filled and allow to drain. Complete back -filling. Tamp as necessary but do not over compact. 6. Watering: Thoroughly water plants immediately after planting and construct water basin per details. Water all plants for the first growing season as required to promote establishment. Note that there is no irrigation system. The Contractor will be required to make accommodations to hand water. 7. Pre -Emergent Herbicides: Apply granular herbicides at the rates and as recommended by the manufacturer. Do not apply pre -emergent herbicides where seeding will be done. If weeds appear in treated areas during the first year, landscaper shall return to remove all weeds at no cost to Owner. 8. Weed Barrier Fabric: Apply to planting beds below mulch. 9. Mulch Pits and Planted Areas: Provide not less than 3" thickness of mulch in tree pits and shrub planting beds and 2" depth in perennial beds. Keep mulch material away from base of trees, shrubs and perennials. 10. Prune: Thin out and shape trees and shrubs in accordance with standard horticulture practice. Prune trees to retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character, do not shear plants. 11. Stake trees immediately after planting, as shown in details. Imbed stakes a minimum of 18" into undisturbed subsoil. Loop strap around trunk and tie to stake. Strap as shown on details. B. Sodding New Lawns 1. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. 2. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to sub -grade or sod. Tamp or roll lightly to ensure contact with sub -grade. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. 3. Water sod thoroughly with a fine spray immediately after planting. 4. Water lawn until sod is firmly rooted and established. Note that there is no irrigation system and the contractor will be required to make accommodations to hand water all lawn areas. C. Hydro -Seeding New Lawns (if applicable): 1. If vegetation exists on the seed bed areas 10 days prior to seeding it should be sprayed with a Glyphosate herbicide (Roundup or Ranger) following label directions. Remove any vegetation that will inhibit direct contact of the seed to the soil. 2. Ensure areas to be seeded are smooth, even with loose uniformly fine texture. Roll, rake and drag seeding areas to remove ridges and fill depressions as required to meet finish grades. 3. Apply lawn grass seed at the rate of 5 pounds per 1,000 s.f. 4. Install seed by method of a mechanical drill or broadcast followed by incorporation by hand raking or with a tractor drawn spike -tooth harrow. Roll seeded areas with a drum roller to ensure good seed contact with the soil. 5. Hydro -mulch at a rate of 2,000 lbs. per acre. Cover 100% of the seeded areas and avoid over -spray onto pavement and structures. Wash over -spray off of buildings. 6. Re -seed grass areas larger than 1 sq. ft. showing root growth failure, deterioration, bare or thin spots, or otherwise not having a uniform stand of grass. 7. Restore pavement, grassed areas, planted areas, and structures damaged during execution of work for this section. 3.03 MAINTENANCE A. Begin maintenance immediately after planting. Maintenance period will begin upon final completion of all planting areas with a written notice from the landscape installer to the Landscape Architect indicating substantial completion. Maintenance period days will be counted from May 15 to October 15. B. Areas to be maintained are to include those areas installed as a part of this contract. C. Maintain and Warranty trees, shrubs, lawns and other plants until final acceptance or as noted on plans, but in no case less than the following period: 1 -YEAR after substantial completion of planting for general maintenance and watering for length of time as required for establishment D. Maintain trees, shrubs and other plants by pruning, cultivating, weeding, watering and as required for healthy growth. Restore planting saucers. Tighten and repair stake supports and reset trees and shrubs to proper grades or vertical position as required. Apply pesticides only as required to keep trees and shrubs free of insects and disease. Adjust watering as weather dictates for optimum plant establishment. Do not over -water plantings. E. Maintain lawns by watering, fertilizing, weeding, watering (hand watering as required), weekly mowing, trimming, and other operations such as rolling, re -grading and replanting as required to establish a smooth acceptable lawn, free of eroded or bare areas. Adjust watering as weather dictates for optimum lawn establishment. The contractor must periodically water by hand or truck as necessary to facilitate establishment. F. Immediately replace all unhealthy or dead plant materials found during the 1 -year warranty period. 3.04 CLEANUP AND PROTECTION A. During planting work, keep pavements clean and work area in an orderly condition. B. Protect planting work and materials from damage due to planting operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged planting work as directed. 3.05 SATISFACTORY LAWNS A. Satisfactory Lawn: A healthy, well -rooted, even -colored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities. B. Repair areas that erode before lawn establishes. Replace lost topsoil, grade even, reseed and re-hydromulch as necessary. C. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. 3.06 INSPECTION AND ACCEPTANCE A. When planting work is completed, including maintenance, Landscape Architect will, upon request, make an inspection to determine acceptability. B. Where inspected planting work does not comply with requirements, replace rejected work and continue specified maintenance until re -inspected by Landscape Architect and found acceptable. Remove rejected plants and materials promptly from project site. PLANTING SPECIFICATIONS V Z 0. Wz W CD Z (n D w Z 0 UJUJ N w J D06 Z 0 W Z O LU Z O IL U V) LU 0 LU F - Q 0 O U c� J � J wU �0 LU � J 0 m OV) 0- 1Z N W LL] OA JUS F- =Z0:� v0< m < Q PROJECT NUMBER: 22015 SCALE: L2 ED 00o 0 T-- 6 U co co co c0 @j 690,C: N X :3 0_LL-C U U) a� c a) Q a) r L co m > LO OC Z 0 CO :3 N = O U) tf a) °T° in in N 1 ch 1 v OF 3 cn w w w cn w Z 02 12 0-5(j w� w w �F- LLJ c� Z Z I Z _J J C J ti O �- W � 'ZI t atmE (!� .:� U LL oa_ Z N Z a a m Z `2 m Z Q Vl C 2 n W J N � V Z 0. Wz W CD Z (n D w Z 0 UJUJ N w J D06 Z 0 W Z O LU Z O IL U V) LU 0 LU F - Q 0 O U c� J � J wU �0 LU � J 0 m OV) 0- 1Z N W LL] OA JUS F- =Z0:� v0< m < Q PROJECT NUMBER: 22015 SCALE: L2 ED 00o 0 T-- 6 U co co co c0 @j 690,C: N X :3 0_LL-C U U) a� c a) Q a) r L co m > LO OC Z 0 CO :3 N = O U) tf a) °T° in in N 1 ch 1 v OF 3 cn w w w cn w Z 02 12 0-5(j w� w w �F- LLJ c� Z Z I NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. PLANT FIRST FLAIR ROOT 1" to 2" ABOVE SURROUNDING GRADE. 3. TREES LOCATED IN LAWN TO HAVE 4" DEPTH BY 5' DIAMETER WOOD MULCH. 4. KEEP MULCH 6" AWAY FROM TRUNK. 5. INSTALL WATERING BAGS AS INDICATED IN SPECIFICATIONS. REMOVE WATERING BAGS BEFORE WINTER REPLACE IN SPRING AND REMOVE AT END OF MAINTENANCE AND/OR WARRANTY. 6. REMOVE WIRE BASKET AND BURLAP; 6.1. REMOVE TOP OF ROOTBALL, ADVANTAGEOUS ROOTS AND FIBROUS ROOTS LOCATED ABOVE FLARE ROOTS TO DETERMINE PROPER PLANTING DEPTH. 6.2. REMOVE WIRE BASKET AND BURLAP FROM BOTTOM OF ROOT -BALL BEFORE PLACING ROOT -BALL IN HOLE. 6.3. ALL TWINE, ROPE, WIRE BASKET AND BURLAP TO BE REMOVED. 6.4. AFTER PLACING ROOT -BALL IN HOLE, ADJUST PLANTING DEPTH AS NECESSARY TO PLACE ROOT FLARE AT OR SLIGHTLY ABOVE ADJACENT GRADE. 6.5. REMOVE REMAINDER OF WIRE BASKET AND BURLAP PRIOR TO BACKFILLING. / PREVAILING WINDS / - --- -- TREE STAKES, ORIENT TREE STAKES PERPENDICULAR TO PREVAILING WINDS 12 GUAGE GALV. WIRE NYLON TREE STRAP 2" EARTHEN SAUCER -� SURROUNDING MULCH TO CREATE WATERING WELL TREE PLAN VIEW -TYPICAL DECIDUOUS TREE STAKING M TREE STAKES, EQUAL -DISTANT AROUND TREE AND OUTSIDE TREE BRANCHING 12 GUAGE GALV. WIRE \ %_ NYLON TREE STRAP ��2" EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL TREE PLAN VIEW -TYPICAL EVERGREEN TREE STAKING TREE, SET PLUMB j NYLON TREE STRAP BELOW MIDPOINT OF TREE 12 GUAGE GALV. WIRE 6' METAL'T' STAKE, LOCATE 2' MINIMUM FROM TRUNK / 4" DIA. x 36" CORRUGATED PVC PIPE TRUNK PROTECTION ON DECIDUOUS TREES REMOVE TOP OF ROOTBALL TO FIRST FLARE ROOT REMOVE ADVANTAGEOUS ROOTS GROWING PERPENDICULAR TO TREE TRUNK SET TREE WITH FIRST FLARE ROOT 1" TO 2" ABOVE ADJACENT GRADE. MULCH AS SPECIFIED 2" MAXIMUM DEPTH, EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL, TAPER TO TOP OF ROOTBALL ADJACENT FINISH GRADE PREPARED PLANTING PIT a� SET ROOTBALL ON UNDISTURBED OR COMPACTED SUBGRADE - 11 - TREE PLANTING DETAIL NOT TO SCALE NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 2. SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT 3. KEEP PLANTS MOIST AND SHADED UNTIL PLANTED 4. FOR CONTAINER PLANTS: MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED. MAKE CUTS 1/2" DEEP. PLANT IMMEDIATELY. 5. WATER COMPLETELY AFTER PLANTING. x II IIIIII- SHRUB, SET PLUMB MULCH AS SPEC'D EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL FINISH GRADE �-r--r-r- \/\\/\\ //\// i ROOTBALL DEPTH SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS INDICATED IN SPECIFICATIONS ROOTBALL �— PREPARED PLANTING PIT 24" SQUARE SHRUB PLANTING DETAIL NOT TO SCALE UNDISTURBED SUBGRADE NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ---- ------------------ '. A/ \. \. \. \. �. ---------- EDGING ----- EDGING DETAIL NOT TO SCALE MULCH AND WEEB BARRIER AS SPECIFIED TAPER MULCH TO 2" DEPTH AT OUTSIDE EDGE PVC EDGING, INSTALL PER Zx/�:MANUFACTURER'S RECOMENDATIONS LAWN GRADE SHRUB BED GRADE, SLOPE AT 2% MINIMUM TO LAWN AREAS, CROWN AS NECESSARY. PREPARED PLANTING BED FROST STAKE SUBGRADE PLANTING DETAILS zU d N J � C 0 W 12 Q L m V LL Zo¢ Q a z � Q Z N m z N Vi c 2 w � J N � 0. z O IL U V) Lu n cn w Z F- 0 0 0 cn Lu O 10!� z U CN L[7 Lu �z0 rLu J In O O F_ 0 Z N W W JUS OAF- _Z� v0� m � Q PROJECT NUMBER: 22015 SCALE: L3 N I (y) I v N OF 3 LU LLJ LLJ LLJ z 060 LLJ J LU LU V "' z z0 E2 C u I N (a rn x O U I 3 BLOCK 52 MIXED USE MONTICELLO +f F 0 FA umm .1 3 LJ MN 4 4 5 GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: JOSH TH PHONE:(320) 980-5600 EMAIL: buchpropmn@gmail.com i ARCHITECT: RHET ARCHITECTURE ATTN: RHET FISKNESS, AIA ADDRESS: 27 11th ST. N. FARGO, MN 59102 PHONE: (701) 715-8232 EMAIL: rhet@rhet-arch.com WEB: WWW.RHET-ARCH.COM S CIVIL ENGINEER: STRUCTURAL ENGINEER: SCHULTZ ENGINEERING & SITE DESIGN SANDMAN STRUCTURAL ENGINEERS ATTN: BRIAN SCHULTZ ATTN: NATHAN HOFFMAN ADDRESS: 18 S. RIVERSIDE AVE. SUITE 320 ADDRESS: 1587 30th AVE. S. SARTELL, MN 56377 MOORHEAD, MN 56560 PHONE: (320) 339-0669 PHONE: (701) 793-0804 EMAIL: schultzeng@live.com EMAIL: nathan.hoffmann@sandmanse.com WEB: WWW.SCHULTZENGDESIGN.COM WEB: https://www.sandmanse.com/ - { 7 i -I a k RENDERING FOR ARTISTIC PURPOSES. NOT FOR CONSTRUCTION. 6 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 03/10/22 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: COVER SHEET A000 0 C u FBI Q �A 3 AIC\A/ f1i IOM f1i Ir o\/ nTUCoo 2 RIVER STREET 5 NEW DIAGONAL PARKING BY OTHERS O n Parking Schedule Type I Count Mark Grand total: 230 230 >M O .. jo NEW PARALLEL PARKING BY OTHERS j N N CD N BROADWAY STREET i� s� 30 �oCL SITE PLAN 1/16" = 1'-0" 2 1 3 1 4 1 5 1 6 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 F.11 IeCON51 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: SITE PLAN A003 85 9'x 20' 36 EXTERIOR 8'-8" x 20'(8'-8" Aisle) 2 EXTERIOR ADA 80 INTERIOR 8'x 18' (9' Aisle) 1 INTERIOR ADA 9'x 18'- 64° 25 OFF SITE - DIAGONAL 9'x 22' 1 OFF SITE - PARALLEL Grand total: 230 230 >M O .. jo NEW PARALLEL PARKING BY OTHERS j N N CD N BROADWAY STREET i� s� 30 �oCL SITE PLAN 1/16" = 1'-0" 2 1 3 1 4 1 5 1 6 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 F.11 IeCON51 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: SITE PLAN A003 F 0 N C LTJ D io N 0 O 1 2 I 3 4 I 5 6 2'-6" 64'-0" 2'-6" 1'- 6" 24'- 4" 23'-0" 14'-0" 23'-0" 14'-0" 23'-0" 14'-0" 23'-0" 214'-3" 25'-8" 18'-0" 10'-9" 5'- 1 A501 N 2 3RD FLOOR - OVERALL A201 1/16" = 1'-0" 0 co O O co 60 N O a0 1 A503 1 A506 2 A501 2'-6" 64'-0" 2'-6" N 1 2ND FLOOR - OVERALL A201 1/16" = 1'-0" 2 3 1 4 5 1 6 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 O� B PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L Ik CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: 2ND FLOOR, 3RD FLOOR A201 F 0 C u I Q 5 N = N j O j N N O N 5 � i m � o CL 1 2 1 3 1 4 1 5 1 6 J � U 2-� SOUTH ELEVATION 3/32" = 11-019 _ - J II 3 4 4" EAST ELEVATION 3/32" = 11-019 0 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 B PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: ELEVATIONS A401 0 C C u I Q 1 I 2 I 3 WINDOW SCHEDULE Count Type Mark Description Height Width Comments 1 ST FLOOR 6 A SINGLE HUNG 5'- 6" 2'- 6" 1 H FIXED 6'- 6" 5' - 0" 2ND FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 39 B SINGLE HUNG (2) 5'- 6" 5' - 0" 3 C SINGLE HUNG (2) 6'- 0" 6'- 0" 9 D SINGLE HUNG (3) 5'- 6" T- 6" 4 E FIXED 3'- 6" T-0-' 4 F FIXED T- 6" 3'- 0" 11 H FIXED 6'- 6" 5'- 0" 3RD FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 39 B SINGLE HUNG (2) 5'- 6" 5'- 0" 3 C SINGLE HUNG (2) 6'- 0" 6'- 0" 9 D SINGLE HUNG (3) 5'- 6" T- 6" 4 E FIXED 3'-6" 3'-0" 4 F FIXED 7'-6" 3'-0" 11 H FIXED 6'-6" 5'-0" 4TH FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 35 B SINGLE HUNG (2) 5'- 6" 5'- 0" 3 C SINGLE HUNG (2) 6'- 0" 6-10" 9 D SINGLE HUNG (3) 5'- 6" 7' - 6" 2 E FIXED 3'- 6" T-0" 2 F FIXED T- 6" 3'- 0" 2 G FIXED 2'- 0" 5'- 0" 7 H FIXED 6'- 6" 5'- 0" 1 J FIXED T- 6" 5'- 6" 5TH FLOOR 4 A SINGLE HUNG 5'- 6" 2'- 6" 18 B SINGLE HUNG (2) 5'- 6" 5'- 0" 7 D SINGLE HUNG (3) 5'- 6" T- 6" 2 E FIXED 3'-6" 3'-0" 2 F FIXED 7'- 6" 3'- 0" 1 G FIXED 2'-0" 5'-0" 2 H FIXED 6'- 6" 51-0.1 1 J FIXED T-6" 5' - 6" LED LIGHTING AT PARS 0 SINGLE HUNG WINDOW TYPES 1/411 = 1'-0" 5'-0" 2'-6" 2'-6" SINGLE HUNG (2) 4 6'-0" 3'-0" 3'-0"71- 0 SINGLE HUNG (2) 5 7'-6" 3'-0" 3'-0" 5'-0" 2'-6" 2'-6" 2'-6" Isi 1% - ON En 0.0 ME No iLMILM 0 SINGLE HUNG (2) 5 7'-6" 3'-0" 3'-0" 5'-0" 2'-6" 2'-6" 2'-6" Isi 1% - ON En 0.0 ME iLMILM 0 O (V O ih io ti N 0 0 SINGLE HUNG (3) FIXED FIXED FIXED 5'-0" 0 FIXED 4M. FIXED NORTH ELEVATION 3/32" = 1'-0" / 1 \ WEST ELEVATION RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 V IeCON51 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: ELEVATIONS i M A402 3/32" = 1'-0" � = N � O N NA402 5 � 1 12 3 1 4 1 5 1 6 1 F.11 C u FBI E 3 4 4V [. TYPICAL MATERIALS BRK-1 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 112" RUNNING BOND COLOR: SEA GREY 12 ■BRK-2 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 112" RUNNING BOND COLOR:OPUS ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-V VERTICAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY EFIS BASIS FOR DESIGN: DRYVIT COLOR: BEIGE TYPICAL MATERIALS 1/4" = 1'-0" i► COLORED EAST ELEVATION 3/32" = V-0" 3 9 4" COLORED SOUTH ELEVATION 3/32" = V-0" no RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM F.111 B L FBI CD CONSTRUCTION DOCUMENTS 04/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation R001 COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET RISKINESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: Checker CD CONSTRUCTION DOCUMENTS 04/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation R001 F.11 IV C 9 FBI K 3 4 4V [. TYPICAL MATERIALS BRK-1 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 112" RUNNING BOND COLOR: SEA GREY 12 ■BRK-2 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 112" RUNNING BOND COLOR:OPUS ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-V VERTICAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY EFIS BASIS FOR DESIGN: DRYVIT COLOR: BEIGE TYPICAL MATERIALS 1/4" = 1'-0" i► 3 9 k" COLORED NORTH ELEVATION �Roo2� 3/32" = V-0" 0 RHET ARCHITECTURE RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 In., PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L IE CD CONSTRUCTION DOCUMENTS 04/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation 2 R002 COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET RISKINESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: Checker CD CONSTRUCTION DOCUMENTS 04/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation 2 R002 II;IIIH71111:i11 it C all L[ INSURANC: COFFEE ICE CREAM i■ EAST ELEVATION on PINE STREET 7 POSTAI. � LOGO SOUTH ELEVATION on BROADWAY YOGA I I BOUTIQUE MOBILE WOOOFIRE GRILL WOODFIRE GRILL INSURANCE - - .� LOGO - I ' INSURANCE r t Ir rrr � I• •! __I" RHET RHET II;IIIH71111:111 or TOdf 1I 4 T tivY LO V LOCA MRNM Am I L r to ti Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. 11 In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 Development Assumptions 0 Sustainability - Focus on sustainability, open space and wetland preservation throughout City. Q Infill Development - New service commercial and light industrial infill. Q Conservation Neighborhoods - Single-family housing developed as conservation subdivisions in a clustered fashion mitigating impacts to sensitive areas. Q Industrial Expansion - Full build out and expansion of Otter Creek Industrial Park and growth around future Interchange. Q Multi -Family Housing - New multi -family infill development near core of downtown and other focus areas. 0 New School - New elementary and middle school campus with environmental focus. Q Downtown - Downtown plan implementation thriving with new commercial, mixed-use and public realm improvements. Q Mississippi River - Focus on River with new access, connections and rive rfront trail. 0 New Employment Center - New industrial business park developed around new interchange with green technology, renewable energy, manufacturing and other uses. 0 Xcel Facility - The Xcel Monticello Nuclear Generating Plant is licensed through 2030 and will seek relicensing to 2040. Q Annexation Area - Portions of the Orderly Annexation Area are designated as an Urban Reserve for future development. Development would likely include conservation single-family cluster subdivisions. Note: The Preferred Scenario guidance and mapping provided in the Vision Report will be further refined during the Comprehensive Plan process. This map is not the City of Monticello's final Land Use Plan. This map provides initial guidance for the next phase of the project, the Comprehensive Plan, and will be further detailed and refined. D INCREMENTAL, SUSTAINABLE Growth Scenario The preferred development scenario is the result of community feedback on the four previous scenarios and the community's vision. The community envisions Monticello in 2040 as an environmentally and economically sustainable community that has experienced strong, balanced growth. Key Preferred Scenario Aspects Downtown Focus 6 Industrial and Employment Q New School 0 Conservation Neighborhoods Otter Creek Industrial Park M —I pr- "FA- ft - Technology, Renewable Energy, OManufacturing & Distribution Warehousing ILI Potential School Site with U Retail and Commercial Trails and Open Space AN H , Multi -Family 10-18 Unit/Acre Commercial/Residential Mix (Neo Traditional) Development Residential (South) 8-10 Units/Acre �A Downtown Mixed Use 10-18 Unit/Acre '. LRegionalOriented� Commercial _ Service Commercial and Light Industrial Infill A DOWNTOWN MIXED-USE (DMU) The Downtown Mixed -Use designation applies to the area of Monticello commonly known as the Downtown and further identified in the 2017 Downtown Monticello "Small Area Plan". This designation includes a commitment to retain Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues. The purpose is to create a Downtown that is lively throughout the day and into the evening at all times of the year. Typically uses include retail, restaurants, local serving offices and services, as well as residential uses above the ground floor. Some ground floor residential uses may be allowed along Walnut, Cedar, 3rd or 4th Streets among others, subject to the location and discretion of the City. Commercial • Retail • Offices • Personal Services • Professional Services • Restaurants/Cafes • Recreation and Entertainment Residential • Multi -Family Residential Recreational • Parks/Playgrounds Primary Mode Pedestrian -friendly streetscape AVehicular (slow speeds) Secondary Mode G�b Bicycle facilities and parking 11 Transit or shuttle service • Density - 25+ units/acre (Medium to High Density Residential) • Floor Area Ratio (FAR) 0.50 to 4.0 • Height - Up to 6 stories • Lot Area - N/A Hyl 2018 Correlating J Zoning District CCD Community Commercial District («(« LAND USE, GROWTH AND ORDERLY ANNEXATION LAND USE, GROWTH AND ORDERLY ANNEXATION GOALS Listed below are the land use goals which were informed by the Community Vision. For the complete set of policies and strategies for the goals refer to the Implementation Chapter. GOAL 1: GROWTH AND CHANGE A City that prioritizes growth inward by concentrating development activities within the existing cityboundaries and grows or develops into the OrderlyAnnexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. MENOL GOAL 2: COMPLETE NEIGHBORHOODS A City that prioritizes growth inward by concentrating development activities within the existing city boundaries and grows or develops into the Orderly Annexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. Successful, vibrant commercial centers and corridors that can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture. GOAL 4: REVITALIZED MIXED-USE DOWNTOWN A revitalized mixed-use downtown that embraces the River and serves as the heart of the community and focus of civic activity that is lively throughout the day and night consisting of a variety of dining, shopping, recreation, celebrating, gathering and living opportunities. ii L 5: ACTIVE EMPLOYMENT CENTERS Monticello as a strong and growing regional employment center including a variety of economic sectors established as the preferred location for manufacturing, technology, research, and development, and home to a diverse mix of businesses and industries. An open space"frame around and woven throughont►c�mplemented by the Mississippi River, Bertram Chain of Lakes Regional Park, other local and regional parks, trails and recreation areas which together protect the City's natural resources, lakes, wetlands and woodlands, and provide opportunities for recreation, enhance visual beauty, and shape the City's character. MONTICELLO 2040 VISION + PLAN 95 Background and Purpose The purpose of this Plan is to attract and direct investments on the core blocks of Downtown Monticello, MN over the next 10 years. The Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments. Together, these investments will create a human -scaled environment that encourages gathering, socializing, visiting and enjoying on a daily basis - throughout the year. The improvements outlined in this Plan aim to build on the unique qualities of Monticello to make the Downtown yet more attractive to those who have chosen to live and do business in the community. Specifically, the Plan seeks to promote Broadway Street as a storefront district with restaurants and specialty retail, celebrate the River for its recreational, connective and economic qualities, reinvigorate a downtown housing market with multiple, appropriately scaled, infill projects, and improve the experience of Pine Street for all users. The plan is ambitious, but achievable. Over time and upon completion, the plan would usher in up to 500 new units of downtown housing, new restaurants overlooking the river, and unique retail and services on Broadway. Momentum can be established in the next few years. Primary projects to be completed within five years include: redevelopment of Block 52, Walnut Street connection to River Street and infill housing on Walnut Street. Implementation of this Plan will create two legacies. The first will be a revitalized Downtown with an economy and attractions that benefit all residents of Monticello. Equally important, however to the physical improvements described above will be the legacy of new partnerships and civic cooperation that are essential to and will result from coordinated actions. The ideas set forth in this Plan come from the vested interest of the Monticello community through a broad public outreach effort. The realization of these ideas rely on a coordinated, cooperative, and active public sector working in tandem with an entrepreneurial private sector The result will be a lively Downtown for all in Monticello, a place that embodies both its history and future aspirations. Goals � � eo 000 v c ����i=\ F71 F7 F rn�l Improve Pine Street for All Users C STI C" Shift the Center of Town to Walnut and Broadway Encourage Small and Medium Scaled Investments "` _X City of Monticello Downtown Small Area Plan I Executive Summary 0 NOTE:7his illustration depicts new deveopment on both private and public properties. The plan does not 1 du compel private property owners to change anything regarding how they use their land. Rather, the Plan is a /i� t. guide for change if the property owner chooses to do so. Please see page—for an illustration of the Master Plan as it applies to publicly held properties only. The f City will endeavor to work with' existing business who wish to remain, revitalize and expand in the downtown_ City of Monticello Downtown Small Area Plan I Executive Summary 0 Downtown is For Everyone Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people - including dining, recreation, celebrating, gathering, shopping and living. Illustrative Master Plan The Plan above describes a potential long term build out of the core blocks of Downtown Monticello. Character Areas Similar to the Embracing Downtown Plan, the Plan divides the study area into four different character Areas. The purpose of this is to create sub -areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. Character Area: Riverfront A redesigned Park with an amphitheater and better relationship to Downtown will help connect the River to Downtown Character Area: Walnut Street and Cedar Street Walnut and Cedar Streets will fill in with new housing (2-4 stories) that adds to the market strength of downtown and provides additional housing choices for new and existing residents of Monticello. Their intersections with Broadway will be improved to make it easier to walk to the Riverfront v am Ew Character Area: Broadway Monticello's Main Street will transition over time from a street with primarily services, to one with unique retail and restaurants. t Character Area: Pine Street (TH 25) The community will reclaim Pine Street by maintaining it's width and adding pedestrian amenities and local serving commercial uses. City of Monticello Downtown Small Area Plan I Executive Summary 0 Frameworks Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, they all fail. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. Framework: Open Space and Parks (Primary recommednations) • Improve Riverfront Parks to accommodate more programming and events • Redesign Walnut Street and River Street to allow for park extention during events • Convert vacant lots on Broadway to small pocket parks • Utilize River islands for additional natural park space • Create pedestrian refuges or enhanced building entry ways on the corners of blocks along Pine Street • Enliven open spaces with public art wherever possible Framework: Access and Circulation • Emphasize connectivity throughout the Core, with pedestrian and bike friendly streets, a complete sidewalk system, and connectivity to the in -town neighborhoods. • Promote a "complete streets" policy that balances the needs of all users in the Downtown. • Manage and improve the grid system to support connectivity and access throughout Downtown • Work with MnDOT to improve Pine Street for users of Downtown Monticello, including additional signals, maintaining the River Street signal and supporting an additional river crossing • Improve pedestrian crossings of Broadway at Walnut and Cedar to improve access to the Riverfront • Reconnect Walnut Street with River Street Framework: Development and Land Use • Riverfront District with destination restaurant and entertainment uses, as well as housing • Broadway District with shopfront retail and restaurant uses beneath housing and offices • In -town neighborhoods extend to Walnut and Cedar Street with new infill housing 2-4 stories (apartments and townhouses) Additional recomendations are included in the Framewoirks Section pages 25-32 :N 9 Open Space and Parks J 7� Access and Circulation Development and land Use Immediate Next Steps and Implementation 1. Improve the physical environment with streetscape, benches, programming, and art. 2. Bolster Broadway with a facade improvement program and retail recruitment. 3. Aggressively market development opportunities such as Block 52 and infill housing on Walnut and Cedar Street 4. Enact the appropriate policies, programs and incentives that enable the type of development described in the Plan. How is This Plan Related to the Embracing Downtown Plan and the Comprehensive Plan? In 2010, the City of Monticello completed the "Embracing Downtown Plan". The full area considered to be "Downtown Monticello"extends from Interstate I-94 to the Mississippi River, and generally from Cedar Street to Maple Street. The Embracing Downtown Plan was adopted as an appendix to the Comprehensive Plan. Changes in the retail marketplace overall, and more specifically market changes and reinvestments in downtown Monticello, have created a need to develop a new planning perspective for the core blocks of the downtown. This document therefore is an update to the 2008 Monticello Comprehensive Plan and to the Embracing Downtown Plan for the Downtown. This Plan will replace the Embracing Downtown plan as an appendix to the Comprehensive Plan. City of Monticello Downtown Small Area Plan I Executive Summary 0 Project Goals I Shift the Center and Double Down on Broadway. Over time the travel and use patterns of Downtown have changed - altering the overall experience of downtown. Up until 1960, despite Broadway's designation as a State Highway (152) most travel was local. However, as the region grew, Monticello became a crossroads - thereby burdening Broadway and Pine Street with high volumes of through traffic and widened streets. Today, the Broadway / Pine Street intersection is one of the most traveled intersections in the region. Whereas that quality makes for great visibility, it also makes for a poor pedestrian experience and poor access to adjacent properties. Broadway, west of Pine Street, is relatively lightly traveled and unlike Broadwway east of Pine Street, it has retained its pedestrian scale. Furthermore, the City has developed successful parks at the end of Cedar Street and Walnut Street. Therefore, an opportunity exists to fully extend Walnut and Cedar Street down to the park and grow the downtown mercantile district towards the riverfront along Broadway. Improve the Pine Street Experience for Everyone. Whether passing through Monticello along Pine Street (TH 25), trying to cross Pine Street by foot, or going to a business along Pine Street, the experience of using Pine Street is generally a negative one for all users. The environment of Pine Street projects a negative image and it is a divider between the east and west side of the town. Whereas Pine Street will always be a heavily traveled street, it does not need to be a negative experience. The community can take it back, claiming it for more appropriate development types, making it safer, more pleasant, and attractive for all users. Lots of Small Investments, a few medium ones and just one or two big ones. Monticello, despite it's growth, is proud to be a small town. Small towns develop charm and character through a series of small incremental investments that together add up to help a place become memorable and beloved. Simple investments such as new awnings, improved lighting and well maintained landscaping can make a big impression. Small buildings that fit on vacant parcels or otherwise underutilized land can happen quickly - adding vitality to a community. By promoting a high quantity of smaller investments (1/4 block and smaller) and medium scaled redevelopment projects (up to 1/2 block in scale), the Downtown will become more diverse, more lively, more responsive and adaptable to changes in the market place. A few medium scaled investments, warranted by a strong market or a strategic need, are important and valuable. But they should be carefully scaled and implemented so as to not disrupt the fragile fabric of the small town. r 11 Engage and love the riverfront. Go beyond the Swan. Great places have unique assets that differentiate them from others. Monticello has the Mississippi River. This defining feature can be further utilized to the benefit of Monticello residents and businesses. A riverfront that is well connected with blue and green trails, is publicly accessible and is activated throughout the day and the year can become a defining feature for the City and an important driver of economic activity. City of Monticello Small Area Plan I Goals and Objectives Character Areas: Purpose The Plan divides the study area into four different Character Areas. The purpose of this is to create sub- areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. eWalnut Street JEW- 1114�=r Q Broadway 0 Pine Street How does the Plan Balance Flexibility with Predictability The Plan describes a Vision for Downtown as a lively place with pedestrian scaled spaces and building. The Plan favors human scaled spaces over vehicular scaled spaces; multiple small investments over single large investments and coordinated actions over individual directions. The Plan is based on time -tested approaches to town building and urban design as well as the strong sentiments received in the public process. This vision is described in words and illustrations throughout the document. Generally, the Character Area Section uses illustrative drawings to describe the feel and image of a place while the Frameworks section generally uses conceptual diagrams that convey broad ideas and concepts. Together, the Plan gives directions for how to arrange buildings, infrastructure and open space so the resulting ensemble is consistent with the Vision. The use of both illustrative, precise, and diagrammatic illustrations is intentional in an effort to create predictability and offer flexibility. This is a long range plan that relies on a multitude of investors working in a coordinated manner. Therefore the correct balance of predictability and flexibility is important because a balance of predictability and flexibility attracts investment while the lack of predictability and flexibility repels investment. Adoption of this Plan by City Council is intended to be a strong statement of predictability because it sets in motion several public actions designed to implement the Vision of the Plan. So, while the Plan (in locations) is exact and precise, it recognizes that the end result may or may not look exactly like the illustrations because individual investors and developers will interpret the Plan slightly different, each adding their own expertise and nuance to the Plan. This is encouraged because it will add richness and nuance to the end result. City of Monticello Downtown Small Area Plan I Character Areas M Riverfront Riverfront Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective from Walnut street, looking across a redesigned West Bridge Park Despite being a town born on the River, the Downtown does not take great advantage of its unique location. Broadway is a block removed from the Riverfront and the main connection to the River, Walnut Street, ends in a staircase. The entry experience to Monticello from the north is mundane with vacant properties and a thick wall of trees that obscures potential views to public spaces and Downtown. The Riverfront Character Area will become a proud new public gathering space for Downtown Monticello that compliments Broadway and the full Monticello Park System. The Plan recommends redesigning the riverfront parks so they are more visible, accessible, active and flexible and promoting development that takes advantage of access to the river. A new park will be capable of handling larger crowds for events, and will be more accessible and usable on a daily basis with additional amenities and features designed for everyday use. The Plan promotes access to the riverfront by extending Walnut Street to connect to River Street. It will be designed as a multi- use street that can be closed for farmers markets, gatherings, and other events. The Plan recommends and leveraging public property of Block 52 to create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and the river. Public parking is maintained on Block 52 and added to River Street. existing _r Bridge Park River St Block 52 Broadway Site Sections Through Block 52 and West Bridge Park 0 Redesign Riverfront parks to ©Encourage new housing include more active events and surrounding the riverfront programming in West Bridge Park parks on vacant and (amphitheater, water feature, underutilized parcels concessions) and passive uses in Maintain and improve the east bridge park. 0 intersection at River Street 0 Add parking and sidewalks to and Pine Street. River Street 0 Improve the underpass of OStreet Reconnect Walnut Street to River design Pine Street at the River. with a that allows Walnut Street be for © Consider a seasonal bridge to used to the island to provide events and park expansion. additional recreational OWork with the private sector to activity to east and west create a signature development Bridge park on Block 52, with market rate housing and a restaurant that overlooks the Park Precedent Images City of Monticello Downtown Small Area Plan I Character Areas Broadway Broadway Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective on Broadway, looking west with a pocket park across the street Broadway - west of Pine Street - has remained physically intact as Downtown's primary storefront district. Broadway is relatively well-maintained and home to several services and community anchors such as the Cornerstone Cafe. However, with growth of retail along the highway and elsewhere in town, Broadway is no longer a competitive location for general retail. The Plan recommends re -positioning the center of Downtown from the Pine/Broadway intersection to the Broadway/Walnut intersection. This will be partially accomplished with intersection improvements that make it easier to cross Broadway at Walnut Street. This should include curb extensions, fewer through lanes, clearer crosswalks, blinkers and eventually as warranted, a four-way stop sign. These improvements will increase the flow of pedestrian and bike traffic to the river and in between stores on both sides of Broadway. Small pocket parks can be developed on vacant lots mid -block on Broadway. These spaces can serve as convenient pedestrian connections between parking areas mid bloc and the sidewalks on Broadway. In addition, they can be small plazas with seating for resting, gathering, and even restaurants if the buildings next to them can be opened up to the pocket parks. Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Existing Proposed Pedestrian 75 Feet 63 Feet Crossing width Across Broadway East -bound Left Turn Lane Stacking Capacity 8 Cars 21 Cars 0 Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Block 52 Block 52 (Public ownership in blue) Block 52 is a key block in the Downtown. It is highly visible and it sits on the West Bridge Park. The site slopes approximately 15' from Broadway to River Street. Broadway and Walnut contain mercantile buildings of varying quality. River Street has vacant parcels and underutilized buildings. lllll� Active Frontage Flexible Frontage (either Active or Residential) Frontage And Ground Floor Uses Active frontages (high transparency) and uses (retail and restaurants) should be located on Broadway, Walnut, and the west half of River Street. The remainder of the block is flexible - it can have either residential or active frontages. llllll� Building Setback l� Pocket Park & Open Space Setbacks, Pocket Parks & Open Space Buildings should define the perimeter of the Block. Minor setbacks (5'-10') for overhangs, seating, and display of goods is permitted on Broadway and Walnut. A more generous setback is permitted on Pine due to traffic volumes and access. Attached corner plazas are encouraged on the northwest corner of the block and permitted on the northeast and southeast corners. lllll� Surface Parking Access Way Parking & Servicing Access to mid block parking is encouraged on Pine Street and Walnut St. Parking should have minimal exposure to Broadway, River or Walnut St but should be large enough to replace the existing public parking lot on the block and should be expandable if the south side of the block redevelops. Careful consideration should be given to visibility and access to parking from Pine St since that will be the primary access as the site will be approached from the Bridge. Extra signage or a turning lane may be required. t1 rTaik<1�1 %\ Qr •• � st ,lam 1 � E► Bred -� C a� dy ■ Options The two illustrations above show potential options for development on Block 52 - both adhering to the guidelines. The top illustration shows new development on Broadway, articulated at a Main Street scale, with a corner plaza and a covered pass through as a form of pocket park. The bottom illustration shows a single corner development on Broadway, with a pocket park. Approaching Downtown from the Bridge Block 52 is the Gateway Block to Downtown from the Bridge. It is important to create an easy way for visitors to access mid -block parking as they approach downtown. The image to the left shows the approach - with enhanced landscaping, a turn lane, and clear signage to direct drivers to parking mid -block. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Purpose Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, others are impacted. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors to act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. — Required Retail Frontage — Small Retail Opportunities Commercial Mixed -Use Multi -Family Housing Public Employment Pa rk/Open S pace/Cemetery �♦ 1 .♦ ♦• 1 Core Study Area Frameworks: Land Use and Development Development patterns that support social interaction, local character, and a compact connected and walkable environment. General Approach The Land Use Plan promotes a development pattern that recognizes the essential role that Downtowns plays in the communities they serve. Successful Downtowns tend to be places that serve many functions for the full cross section of the community throughout the year and across generations. They are places to gather, eat, live, shop, celebrate, protest, recreate, meet, be entertained, and to visit. They are places that promote social interactions and the unique creative expression of the community. At their best, Downtowns are places that exude pride because they represent the best the community has to offer. In order to promote these ideals, this Plan favors policies and development patterns that improve downtown for those who currently use it and patterns that support the places that people value. Therefore, development patterns and land uses in this Plan seek to support the Main Street character of Broadway, the importance of Walnut Street as a promenade to the River, regional and local needs of Pine Street, and the riverfront as the birthplace of the City. This Plan also recognizes the traditional (and still relevant) role of Downtown Monticello as well as the changing nature of small Downtowns throughout the country. In doing so, the Plan is committed to retaining the small scale shopfront District on Broadway by encouraging uses that value "experience" over "convenience". At the same time, the Plan encourages Pine Street (the regional face of downtown) to develop as a corridor that emphasizes convenience and accessibility. Together, both Broadway and Pine Street can complement each other to create a downtown that attracts a wide range of investments. Physically, the Plan favors compact walkable small town design with a fine grained mix of uses. The Plan arranges development types and land uses so valued places are supported, and new investments can add to the overall vitality of downtown. Recommendations • Create a Center to Downtown that is active throughout the day and into the evening - year round. The Walnut / Broadway Intersection should become the heart of this area. • Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. • Improve the entry experience from the north. • Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and wither housing or offices above. • Create a development pattern on Pine Street that benefits from high visibility and regional access. • Infill Walnut Street and Cedar Street with mid scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Parks and Open Spaces Parks, Plazas, and Sidewalks that are lively, safe and pleasant to be in. ®® j eroda Wdy � Improved Pedestrian 0 and Bicycle Crossing ■ Community Parks Neighborhood Parks E� Pocket Parks WestBridge _, Ppm East Bric Park erodawdy ®� Seasonal Bridge Public Gardens Convertible Streets Pedestrian Promenade to River Proposed Bituminous Trail Connections oonno Existing Bituminous Trial ® ® ® ® MRTTrail Sledding Hill General Approach Parks and Open Space play an important role in distinguishing the Downtown from other areas of Monticello. Unlike much of Monticello where parks are generally programmed for recreational / sports and defined by trees and greenery, the parks downtown should focus on gathering and general social interaction as well as planned events. Therefore, in order to support and enhance the environment for downtown residents and businesses, this Plan expands the definition of parks beyond the valued park spaces that are already in use - namely Front Street Park, East and West Bridge Park. The Downtown Parks should also take in consideration the needs of new downtown residents and visitors. Upon implementation of this plan, several hundred new residents will be living in the downtown. It is likely that new downtown housing will be more compact and with less outdoor space than typical single family homes. Inevitably this will result in park demands that don't currently exist. Meeting these needs is a great opportunity to further develop a well designed and well connected park and open space system. Fla Illustrative Master Plan: East and West Bridge Park Recommendations • Redesign East and West Bridge park to include an amphitheater, water feature, riverfront access, picnicking, and additional space for passive park use. • Improve Front Street Park to include improved boat landing and space for nature oriented programming. • Connect the two Bridge Parks with Front Street Park with improved pathways and trails. Design all three parks as a single park with multiple uses. • Provide access to the islands with a seasonal bridge • Create small pocket parks mid block on Broadway to offer plazas that connect to parking lots in the middle of the block. • Redesign Walnut Street between River Street and Broadway as a special street that can be closed and used for festivals and events throughout the year. • Consider all sidewalks for opportunities to enhance greenery and public art. Emphasize Walnut Street, River Street and Broadway as the main pedestrian corridors in Downtown. • Use public art throughout the parks and corridors to distinguish Downtown as a place of cultural expression and celebration. • Work closely with local businesses, residents (new and existing) to ensure local parks and open spaces are appropriately designed and programmed for their varied needs. • Modify the Embracing Downtown Plan that recommends off street bike paths on Pine Street. In lieu of this off-street path, create north / south bike access to the river along Walnut and Cedar through a complete streets policy. Encourage bicycle crossing of Pine Street at 4th, River and 7th Street. • Maintain sidewalks and paths along TH25 City of Monticello Downtown Small Area Plan I Character Areas Frameworks: Circulation and Access A complete network of flexible streets that favors the needs of residents, businesses, and visitors. 01, 0 Traffic Calming IM11 Improved Pedestrian Crossing AW (J4 Signalized Intersection F� Access Way © Surface Parking - - - Interstate 94 mmm= Pine Street (MN 25) ', mmm= Broadway Street (CSAH 75) Pedestrian Promenade to River Add Sidewalks to Complete Grid General Approach The design of the streets (and the full right of ways) in downtown have a significant bearing on how downtown functions and feels. The rights-of-way in the Downtown should be designed to create a comfortable and safe physical environment that encourages a range of activities and development types. The Plan recommendations, therefore, favor a high quality, well-connected, and flexible street system that facilitates all users of downtown - especially those who are using and not passing through Downtown. With two main roads bisecting downtown, traffic volumes are relatively high. This provides an opportunity to capture additional business downtown, but it also can have a deleterious impact on the pedestrian and business environment in some locations. Recognizing this situation, previous Plans have emphasized Walnut Street as a main pedestrian connection to the River (not Pine Street). This Plan supports that idea and offers several ways in which that can be further achieved. This Plan departs from previous Plans in that it also encourages pedestrian activity on streets other than Walnut - this includes, Broadway, Pine Street and Cedar. While the Plan recognizes the regional function of Broadway and Pine, the Plan strives to balance this function with the local needs of community connectivity, aesthetics, pedestrian safety, and multi -modal travel. Successful Downtowns are not just easy to get to, they are pleasant to be in and to stay for multiple reasons. Therefore, this Plan, discourages future road widenings that would have further negative impacts on pedestrians Downtown - especially along the primary pedestrian corridors and districts. In lieu of road widenings, the Plan champions an well connected and balanced urban street grid system that can be programmed to flex and contract as needed to meet all the needs of Downtown. Accomplishing this goal will require a series of smaller interventions (signal timing, street connections, traffic controls, traffic calming, time -of -day -parking restrictions, modified property access, etc.) in lieu of wholesale street widening that would likely have a negative physical impact on the built environment of Downtown. The Plan also supports a street network where the Level of Service for pedestrians, transit riders, and cyclists are considered on equal terms to those of motorists and delay measurements from modelling are considered as a portion of overall average trip, not in isolation. Recommendations • Connect Walnut Street to River Street • Maintain the River Street / Pine Street signal as the formal entrance to Downtown and an important pedestrian connection across Pine Street. • Add a traffic signal at 4th and Pine to help balance the grid and turning movements at the Pine / Broadway Intersection. • Modify Walnut / Broadway and Cedar / Walnut Broadway intersection to prioritize pedestrian crossings and access to the river. • Narrow the travel lanes on Walnut Street, add parallel parking, where possible and ensure continuous safe and pleasant sidewalks. • Add sidewalks at the perimeter of blocks where they are not currently present • Discourage direct property access to Pine Street; favoring the side streets wherever possible with through -block lanes or easements. • Allow direct property access to Block 52 from Pine Street in order to reduce volumes at the Pine / Broadway intersection. • Discourage deceleration lanes; encourage speeds that do not require them. • Consider traffic calming at River Street and Locust (or Linn) to prevent excessive speeds - similar to River Street and Cedar Street as an example City of Monticello Downtown Small Area Plan I Character Areas N Parking Recommendations Strategy Recommendation Create a parking program that focuses on creating available spaces for different user groups. Pilot a shared parking program in which private parking is shared with the "public." Priority #1 Maximize use of existing parking supply Enhance pedestrian access to existing parking lots by developing small pocket parks on Broadway Expand and clarify on -street parking supply on all blocks in downtown. Invest in and implements a comprehensive parking signage and Strategically invest in information wayfinding system. Continually monitor occupancy, availability and utilization of and technology parking throughout downtown Complete the sidewalk system in Downtown to make walking more Improve mobility options to reduce comfortable. Encourage bicycle access to Downtown with bike racks and clearly parking demand designated bike routes. Revise zoning code to better support walkable development in the Downtown core. Revise the zoning code to incentivize sharing of parking and Simplify and leverage the zoning code underground parking for residential buildings. Require Transportation Demand Management program for all development above a certain size. Adjust on street regulations and operations to maximize flexibility Enhance parking administration and at the curb Establish formal collaboration between the City, County, and other operations parking stakeholders. Provide Additional public parking as Strategically invest in public and shared parking supply in key needed locations. Key Principles for New Parking Supply • Ensure that parking is shared and open to the public to the greatest degree possible. • Manage new parking as part of the larger system so that prices and regulations primarily incentivize use by long-term parkers. If off street parking is more expensive than on street parking, people will continue to circle and create congestion. • Include technology and wayfinding that makes parking easy to locate and use. • Contribute to the downtown environment by supporting strong urban design, pedestrian access and safety, and promote street activity via ground floor uses. Specific Block By Block Recommendations Block 52: • provide 50 surface spaces for public use mid block when developing north half of block • locate residential parking underground • restripe Walnut Street with wider sidewalks for short term parking • provide short term on -street parking on River Street • expand public surface lot (50 spc) to south side of block when redeveloped. Block 51 • combine surface lots midblock • locate residential parking underground • provide short term on -street parking on River Street • provide short term on -street parking on Locust Street Block 35 • expand mid -block lot (15 spc)when redeveloping south west corner of block. • consider a midblock parking structure. This would require the re-routing of midblock utilities in order to preserve space for housing or other development to face the street. • locate residential parking underground Block 36 • maintain and expand mid block lot (15 spc) when redeveloping southwest corner of block • locate residential parking underground • provide short term on -street parking on 3rd Street Other • work with property owners on blocks 31, 32, 18,17 to create shared parking arrangements City of Monticello Downtown Small Area Plan I Character Areas N i �. 0. __% Y Walnut Street Corridor Concept Plan Monticello, MN FINAL -Adopted November 12, 2018 Principles and Values Connectivity Walnut Street will connect three of the city's most valuable and beloved assets - the Community Center, Broadway Street and the River. It will be a comfortable and simple connection for all residents and visitors of the City to use throughout the year. le r r' 1�OFF rf FRN -F ARR -air rr 44MMWft--jM --MW F 1 Sociability Walnut Street will become a place where gathering, celebration, and simple interaction with friends and strangers can occur in a safe and inviting manner. The street will be designed to showcase creativity, art and the unique identity of the City. Sustainability Walnut Street will highlight the City's commitment to sustainability. It will responsibly manage greenspace and stormwater and will encourage a healthy lifestyle by promoting walking and cycling between the Community Center and the River. Incremental Walnut Street corridor improvements will be implemented over time. While capital improvements will be budgeted for and implemented, many of the improvements will be implemented along with redevelopments and separate initiatives as they arise. CUNINGHAM G R 0 U P City Wide Significance ' s A Community Center to River Mississippi River Trail to 5th Street Bike Trail A space for everyone Walnut Street connects two of the Cities most important amenities and destinations : the Community Center/ Senior Center/City Hall to the Riverfront. In addition, Walnut Street is bisected by two important recreational trails: the Mississippi River Train and the 5th Street bike Trail. This Plan offers a concept plan for how Walnut Street can be redesigned to function as both a connection between the Community Center and the Riverfront and as an important public space in and of itself. A new Walnut street can become a positive address for development, a place for creative expression, gathering, and a safe and pleasant way for everyone in the community to get to the Community Center and the Riverfront. The Family Path is a key feature to the overall design. The Family is an off-street, two-way multi -use trail that connects the Community Center to the River. The Family Path is intended for strolling, jogging, and slow biking. It is designed to be safe and comfortable for users of all abilities; however experienced cyclists are encouraged to use the street. The Family Path will be lined with amenities such as benches, art and shade trees. At intersections, the Family Path crosses the street with special markings, ensuring cross traffic knows the intersection will be occupied by children, elderly, cyclists, scooters, and others. CUNINGHAM G R 0 U P Walnut Street Corridor - Issues Sidewalks jog and are not connected to side streets. On -street parking is available, but it is unclear due to intermittent diagonal parking. Library The riverfront parks are disconnected from Downtown and the rest of the city because Walnut Street ends in a parking lot. N N o Community .:� Center `' Cargill' _- .' -il J _ ,, .. ¢' m��` i F t . -� IL a= iN. 40 ---------------------------------------------------------------------- Street is wider than necessary, creating less than ideal conditions for walking and cycling. Crossing Broadway is uncomfortable. The two sides of Monticello's Main Street are disconnected. The tight dimensions and lack of bumper stops allow cars to overhand the sidewalk - thereby narrowing the walking area to less than 3'. K-0 West Brida. Park Existing Bridge Park is not connected to Downtown or Walnut Street due to sidewalks that end and no ramp to Walnut Street. © CUNINGFIAM G R 0 U P Character Area - Shared + Convertible Street �a-A Community Center Bridge Park I� Dental Broadway ] n parallel parking Bessies tlq/h4tstreet 49' 20, Ln a it Between Broadway and River Street, Walnut Street is designed as a "Shared y Street." The space between the buildings is curbless, and can therefore be used more flexibly. It will have diagonal and parallel — _ _ _ _ _ _ parking, as well as a drop off zone for the dance studio. On occasion, the street can be closed and used for gathering, festivals, and other events occasionally throughout the year. Other amenities, such as benches, shade trees, lighting and banners signify that this section of Walnut Street is special and it's use is shared by many. West Bridge Park 12 CUNINGHAM G R O U P Walnut Street Ramp: Interim Solution �A ��e air iia �joaa �`Je� Community Center Bridge Park Dental Office �F HHHHHM Dance Studio ` ---�.. :-3 stripping in the parking lot new ramp 4- v v i Ln— — L Q1 Walnut Street Walnut Street ------ - -• West Bridge - - Park new ramp r � 1 l clear crosswalks exttend d sidewalk End of Walnut Street Sidewalk at West River Park DRAFT 02/10/10® CUNINGHAM G R 0 U P Section 3.5 (G) CCD Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Comprehensive Plan and other standards identified in the Small Area Plan report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. Projects that benefit from public investments and/or subsidies will have a greater burden to provide higher levels of both private and public amenities. Sub -Districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and are known as: (1) Riverfront, (2) Broadway, (3) Walnut and Cedar Streets, and (4) Pine Street. A fifth "sub -district" shall be any area within the CCD that is not identified as being within one of the four named sub -districts. The CCD regulations shall apply uniformly across all sub - districts unless specific sub -district CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Communitv District Typical CCD Lot Configuration City of Monticello Zoning Ordinance Page I IS CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District requirements apply. The City Council shall, in accordance with the process providing for zoning map amendments in the Monticello Zoning Ordinance, adopt a zoning map for the CCD area identifying the subdistrict boundaries. Base Lot Area • No minimum Base Lot Width • No minimum 1. PROCESS REQUIREMENTS: a. New development or redevelopment projects within the Central Community District shall require a site plan review by the Planning Commission. b. At the proposer's option, or as required by this ordinance, any proposed project may combine the required site plan review as a part of a concept plan review before a joint meeting of the Planning Commission and City Council. Existing buildings shall be subject to the permitted and conditional use allowances of this ordinance. d. Projects which do not meet the requirements of this ordinance may utilize the Planned Unit Development (PUD) process. 2. GENERAL REQUIREMENTS: a. Character Areas. The Central Community District shall be further regulated by four character sub -areas: Pine Street, Broadway, Walnut/Cedar and Riverfront and shown in the Official Zoning Map. b. Projects across Character Area boundaries. By conditional use permit, uses and standards may extend across Character area boundaries (but not into other zoning districts) a maximum distance of up to one-half block for project purposes, provided the majority of the project square footage lies within the permitted character -area, and the intent and character of the downtown plan is maintained. Where projects extend across character area boundaries, projects must show compatibility to both character area standards relating to adjoining districts and uses. c. Private joint -parking use. All non-residential parking areas shall be designed to accommodate cross -access and joint use throughout the CCD zoning district to minimize the need for parking infrastructure. d. Accessory Service/Appurtenance Uses. Building mechanical, waste -handling, and delivery service areas shall not face the public street or public spaces (with the exception of public parking lots), and shall be screened from view of adjoining property with materials equivalent to those of the principal building. Page 116 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District e. Buildings adjacent to single familX. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadway • All buildings should have a storefront or entrance on Broadway. Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. City of Monticello Zoning Ordinance Page 117 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. ii. Walnut/Cedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. iii. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Type Standards L Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. Page 118 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District o Classic row -house; living space to front; no garage -front design. o All parking in attached garages. o Parking ratio of 2.0 spaces per du, off-street. • Multi 4-12 du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 35 feet or 3 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of 1.57 spaces per du, off-street, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. • Multi 13+ du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 50 feet or 4 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). City of Monticello Zoning Ordinance Page 119 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District o Parking ratio of 1.57 spaces per dwelling unit including adjacent on -street parking, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. o Multiple family housing limited to seniors may reduce parking supply to .5 spaces per dwelling unit, off-street. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the type of senior living use supports such standard. • Ground Floor Residential Units o When allowed, subject to: o Common areas, lobbies, etc. (if any) should be oriented toward street. o Street levels should include additional window and doorway glass exposure toward streets. o Residential units on upper, non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed-use buildings. ii. Commercial and Mixed -Use, generally • Uses adjacent to single-family residential zoned properties which include dining/drinking service spaces shall have 1 outdoor areas facing public open space use areas. • Building heights of up to 50 feet or four stories shall be permitted. • Buildings heights exceeding 50 feet or four stories may be allowed by Conditional Use Permit. • Residential units in mixed-use commercial buildings shall include balcony spaces. • Building setbacks shall be 15 feet from abutting single family homes, minimum 8 feet from public streets. Interior side setbacks may be zero. c. Landscaping Site improvements in the CCD shall include landscaping consistent with the requirements of the zoning ordinance, Section 4.1 — Landscaping and Screening. Pedestrian, plaza/patio, and bicycle spaces on the property shall integrate alternative pavement materials, designs, or features consistent with the surrounding streetscape. d. Parking Page 120 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Off-street parking areas shall be developed and constructed according to the requirements of the zoning ordinance, Section 4.8. Parking supply shall be as identified in this chapter, or where not specified herein, as in the ordinance Section 4.8 — Off -Street Parking. A commercial use which propose to vary from the requirements of this section by deferring its required off-street supply and contributing to the public parking fund shall be accompanied by a Parking Study, subject to review and approval by Community Development staff, which illustrates an adequate amount of available unused public parking within 400 feet of the establishment's primary entrance. "Adequate amount" shall be established by the City on a case-by-case basis in review of the applicant's individualized parking study, but shall include the following elements, as a minimum: (1) an examination of the public parking supply commonly available for use by the proposed business during its peak usage hours; (2) the likely demand placed on said supply by the proposed business based on contemporary resources for parking utilization; and (3) an estimate of competing demand on said supply. An existing business, as of the date of this ordinance, which has a parking supply which is substandard according to zoning ordinance Section 4.8- Off - Street Parking, shall be considered a legal non -conformity. The business may expand or change to another business that increases the parking supply deficiency only by participating in the parking fund, according to the requirements of this Section and Section 4.8 (E)(4)(c) for such deficiency. e. Other Performance Standards • All other performance standards as identified in Chapter 4 of the zoning ordinance shall apply, unless otherwise addressed in this section. • Maximum Residential Density = 25.0 dwelling units per gross acre. • Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet o Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. • Lot Coverage, Buildings o Minimum Building Lot Coverage = 20 percent o Maximum Building Lot Coverage = 90 percent • Floor Area Ratio = Maximum Floor Area Ratio — None • Accessory Structures o Trash handling equipment shall be located within buildings wherever practical. If located in a structure attached to, or detached from, the principal building, such structure shall screen the trash handling equipment from the view of all neighboring property and public rights-of-way, and shall be constructed of materials which comprise the principal building. Gates and/or doors shall be constructed of permanent opaque materials, matching the principal building in color, and shall be kept closed City of Monticello Zoning Ordinance Page 121 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District at all times other than when being used for access. Roofs for such structures are encouraged, but not required when the screening wall of the enclosure is at least eight (8) feet in height. o Any other accessory structures allowed in the CCD (see Table 5-4 — Accessory Uses by District) shall meet all requirements of the CCD district applicable to principal buildings. Page 122 City of Monticello Zoning Ordinance UU �� � S �r+�• �� L A City of Monticello Zoning Ordinance J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District :v O I � a .4- '2o p d� � S❑ LL m' � n v L] a 4 3 V! U � � •,�, .rte 4e 5�A. �`.•yyS 4•LY 1. .✓•••'`.' _ t R r i_ s - •I • Q• Y � o ±_v100 L City of Monticello Zoning Ordinance J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District :v O I � m m � '2o 2 d� � S❑ LL � n v L] a 3 V! U _ Page 123 Section 3.5 (G) CCD Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Comprehensive Plan and other standards identified in the Small Area Plan report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. Projects that benefit from public investments and/or subsidies will have a greater burden to provide higher levels of both private and public amenities. Sub -Districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and are known as: (1) Riverfront, (2) Broadway, (3) Walnut and Cedar Streets, and (4) Pine Street. A fifth "sub -district" shall be any area within the CCD that is not identified as being within one of the four named sub -districts. The CCD regulations shall apply uniformly across all sub - districts unless specific sub -district CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Communitv District Typical CCD Lot Configuration City of Monticello Zoning Ordinance Page I IS CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District requirements apply. The City Council shall, in accordance with the process providing for zoning map amendments in the Monticello Zoning Ordinance, adopt a zoning map for the CCD area identifying the subdistrict boundaries. Base Lot Area • No minimum Base Lot Width • No minimum 1. PROCESS REQUIREMENTS: a. New development or redevelopment projects within the Central Community District shall require a site plan review by the Planning Commission. b. At the proposer's option, or as required by this ordinance, any proposed project may combine the required site plan review as a part of a concept plan review before a joint meeting of the Planning Commission and City Council. Existing buildings shall be subject to the permitted and conditional use allowances of this ordinance. d. Projects which do not meet the requirements of this ordinance may utilize the Planned Unit Development (PUD) process. 2. GENERAL REQUIREMENTS: a. Character Areas. The Central Community District shall be further regulated by four character sub -areas: Pine Street, Broadway, Walnut/Cedar and Riverfront and shown in the Official Zoning Map. b. Projects across Character Area boundaries. By conditional use permit, uses and standards may extend across Character area boundaries (but not into other zoning districts) a maximum distance of up to one-half block for project purposes, provided the majority of the project square footage lies within the permitted character -area, and the intent and character of the downtown plan is maintained. Where projects extend across character area boundaries, projects must show compatibility to both character area standards relating to adjoining districts and uses. c. Private joint -parking use. All non-residential parking areas shall be designed to accommodate cross -access and joint use throughout the CCD zoning district to minimize the need for parking infrastructure. d. Accessory Service/Appurtenance Uses. Building mechanical, waste -handling, and delivery service areas shall not face the public street or public spaces (with the exception of public parking lots), and shall be screened from view of adjoining property with materials equivalent to those of the principal building. Page 116 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District e. Buildings adjacent to single familX. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadway • All buildings should have a storefront or entrance on Broadway. Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. City of Monticello Zoning Ordinance Page 117 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. ii. Walnut/Cedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. iii. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Type Standards L Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. Page 118 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District o Classic row -house; living space to front; no garage -front design. o All parking in attached garages. o Parking ratio of 2.0 spaces per du, off-street. • Multi 4-12 du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 35 feet or 3 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of 1.57 spaces per du, off-street, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. • Multi 13+ du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 50 feet or 4 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). City of Monticello Zoning Ordinance Page 119 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District o Parking ratio of 1.57 spaces per dwelling unit including adjacent on -street parking, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. o Multiple family housing limited to seniors may reduce parking supply to .5 spaces per dwelling unit, off-street. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the type of senior living use supports such standard. • Ground Floor Residential Units o When allowed, subject to: o Common areas, lobbies, etc. (if any) should be oriented toward street. o Street levels should include additional window and doorway glass exposure toward streets. o Residential units on upper, non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed-use buildings. ii. Commercial and Mixed -Use, generally • Uses adjacent to single-family residential zoned properties which include dining/drinking service spaces shall have 1 outdoor areas facing public open space use areas. • Building heights of up to 50 feet or four stories shall be permitted. • Buildings heights exceeding 50 feet or four stories may be allowed by Conditional Use Permit. • Residential units in mixed-use commercial buildings shall include balcony spaces. • Building setbacks shall be 15 feet from abutting single family homes, minimum 8 feet from public streets. Interior side setbacks may be zero. c. Landscaping Site improvements in the CCD shall include landscaping consistent with the requirements of the zoning ordinance, Section 4.1 — Landscaping and Screening. Pedestrian, plaza/patio, and bicycle spaces on the property shall integrate alternative pavement materials, designs, or features consistent with the surrounding streetscape. d. Parking Page 120 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Off-street parking areas shall be developed and constructed according to the requirements of the zoning ordinance, Section 4.8. Parking supply shall be as identified in this chapter, or where not specified herein, as in the ordinance Section 4.8 — Off -Street Parking. A commercial use which propose to vary from the requirements of this section by deferring its required off-street supply and contributing to the public parking fund shall be accompanied by a Parking Study, subject to review and approval by Community Development staff, which illustrates an adequate amount of available unused public parking within 400 feet of the establishment's primary entrance. "Adequate amount" shall be established by the City on a case-by-case basis in review of the applicant's individualized parking study, but shall include the following elements, as a minimum: (1) an examination of the public parking supply commonly available for use by the proposed business during its peak usage hours; (2) the likely demand placed on said supply by the proposed business based on contemporary resources for parking utilization; and (3) an estimate of competing demand on said supply. An existing business, as of the date of this ordinance, which has a parking supply which is substandard according to zoning ordinance Section 4.8- Off - Street Parking, shall be considered a legal non -conformity. The business may expand or change to another business that increases the parking supply deficiency only by participating in the parking fund, according to the requirements of this Section and Section 4.8 (E)(4)(c) for such deficiency. e. Other Performance Standards • All other performance standards as identified in Chapter 4 of the zoning ordinance shall apply, unless otherwise addressed in this section. • Maximum Residential Density = 25.0 dwelling units per gross acre. • Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet o Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. • Lot Coverage, Buildings o Minimum Building Lot Coverage = 20 percent o Maximum Building Lot Coverage = 90 percent • Floor Area Ratio = Maximum Floor Area Ratio — None • Accessory Structures o Trash handling equipment shall be located within buildings wherever practical. If located in a structure attached to, or detached from, the principal building, such structure shall screen the trash handling equipment from the view of all neighboring property and public rights-of-way, and shall be constructed of materials which comprise the principal building. Gates and/or doors shall be constructed of permanent opaque materials, matching the principal building in color, and shall be kept closed City of Monticello Zoning Ordinance Page 121 CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District at all times other than when being used for access. Roofs for such structures are encouraged, but not required when the screening wall of the enclosure is at least eight (8) feet in height. o Any other accessory structures allowed in the CCD (see Table 5-4 — Accessory Uses by District) shall meet all requirements of the CCD district applicable to principal buildings. Page 122 City of Monticello Zoning Ordinance UU �� � S �r+�• �� L A City of Monticello Zoning Ordinance J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District :v O I � a .4- '2o p d� � S❑ LL m' � n v L] a 4 3 V! U � � •,�, .rte 4e 5�A. �`.•yyS 4•LY 1. .✓•••'`.' _ t R r i_ s - •I • Q• Y � o ±_v100 L City of Monticello Zoning Ordinance J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District :v O I � m m � '2o 2 d� � S❑ LL � n v L] a 3 V! U _ Page 123 JN'r Y OA � z = m 7855 Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Phone: (763)682-7383 Email: HwyAdmin@co.wright.mn.us VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. PATSY WAYTASHEK Highway Accountant NATE HELGESON Maintenance Superintendent BRIAN JANS Shop Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer KEVIN JOHNSON Construction Engineer NICK CARLSON Design Engineer May 12, 2022 Mathew Leonard Monticello City Engineer 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Plat Review for Blk 52 Plat No. 22.05 Dear Mr. Leonard, We have received the Application for Preliminary Plat Review for the Block 52 development along County State Aid Highway (CSAH) 75 in Monticello. Wright County may have additional comments prior to signing the plat and as the project progresses to the permitting and construction phase. 1) It is our understanding that no new access is proposed as part of this plat. 2) The Memo of Understanding Amendment to Agreement No. 14-52 must be fully executed by the City and County prior to the County signing the plat. 3) Any proposed work within the Wright County CSAH 75 right-of-way will require a permit. Please contact us at 763-682-7383 if you have any questions or need further clarification. Sincerely, Sara Buermann, PE Traffic Engineer Cc: Virgil Hawkins, County Engineer Chad Hausmann, Assistant County Engineer Adam Backes, County Permit Technician Ryan Melhouse, City of Monticello Engineering Mark Buchholz Steve Jobe, County Surveyor Eric Stennes, Assistant County Surveyor An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway 2 0 U Z W CID U) 0 00 Z U) J 0 a W Z Z 2 0 0 C0 W F- I) U) T W I) Z W a a Z W X 0 wsb April 28, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Buchholz Block 52 Development — Preliminary Plat & Plan Review City Project No. 2022-010 WSB Project No. 019886-000 Dear Mr. Leonard: Our team has reviewed the Block 52 Preliminary Plat and Civil Plans dated April 4, 2022 submitted by Deephaven Development, LLC. The applicant proposes to construct an 87 unit, multi -story apartment building on this block in the downtown area of Monticello. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. Preliminary Plat & General 1. The preliminary plat was provided with the submittal, dated 04-01-22. 2. City staff will provide additional comments on the plat and landscaping plans under separate cover. 3. The City Fire Marshall will provide pertinent comments under separate cover. 4. The applicant may need to provide right of way for future road widening and/or turn lanes along the adjacent City/County/MnDOT roadways. Comments from these entities will be provided under separate cover. 5. Any work within County or MnDOT right of way will require a permit, add a note to the plan to this affect. The applicant will need to submit for these permits as required. 6. As a part of the TED grant the City received, the radius and signal cabinets at Broadway and Hwy 25 will be moved. This may affect the plaza area of the development and ROW/easements in this area. Site Plan (Sheet CS1) 7. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turn around space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. 8. Note dimension of proposed sidewalk from ROW to back of curb in various locations around the perimeter of the site. K:\019886-000\Admin\Docs\2022-04-11 Submittal (Preliminary Plat)\_2022-04-28 Block 52 Preliminary Plat - WSB Engineering Comments.docx Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 2 9. Show bituminous areas to be replaced with impacts to adjacent streets and curb locations. 10. Additional sidewalk will be required adjacent to the site along River Street from Walnut Street to Hwy 25. 11. Indicate direction of intended vehicular travel at southerly entrance to Walnut Street. 12. Provide ADA ped ramp from north end of building to Hwy 25/River Street intersection instead of stairs. 13. The Broadway sidewalk should be replaced from the Block 52 project west to the new concrete at Walnut Street, either with the developer's project or the City's. Construction Details Plans (Sheets C1, C2, C3) 14. The pavement design/typical sections shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site. The pavement section for the primary fire truck access route shall meet a 9 -ton design. 15. A full review of standard details will be conducted with the final plat submittal. Demolition & Removals Plan (Sheet C4) 16. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, etc. The line type for portions of the storm sewer along Hwy 25 needs to be corrected to match that of storm sewer, not sanitary sewer. 17. Show any proposed removals/impacts to adjacent roadways. The proposed removal along River Street does not appear to match up with the actual work area shown on the utility plan but may be correct on demo plan; resolve inconsistencies. 18. Show 2' strip of bituminous replacement adjacent to curb removals/replacement. 19. Review existing pedestrian curb ramp areas and determine if curb modifications are necessary to meet current ADA standards. 20. Existing water/sewer services shall be abandoned up to the main. Note this on the plan. Grading & Storm Sewer Plan (Sheet C5) 21. Retaining walls greater than 4' in height will required certified engineering drawings/plans form a registered structural engineer. A safety fence/guardrail will be required at the top of the wall for those 4' or more in height. Provide soil borings/geotechnical analysis for the area where the wall is proposed. 22. Confirm inlet capacity for catch basins at the low points and/or critical locations (i.e. entrance to underground parking). Consider ways to grade the site to avoid directing runoff to the underground parking area and/or adding additional upstream. 23. Label more of the proposed contours, some do not have labels. 24. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. A detailed review of the grading will be provided with the final plat submittal. 25. Label EOF locations within the site. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 3 26. Label the pipe class of RCP for storm sewer. 27. Note the size, pipe material, and pipe strength for the storm sewer forcemain 28. On the final plans, note the sizes of the proposed storm sewer structures. Erosion Control & SWPPP Plans (Sheets C6, C7, C8) 29. The proposed project will disturb more than one acre. A SWPPP was provided with the preliminary plat submittal. 30. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 31. A full review of erosion/sediment control and SWPPP will be conducted with the final plat submittal. Utility Plan (Sheet C9) 32. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. 33. If commercial/office spaces have the potential to be sold, provide separate water meters and easements to be able to shut off individual users if necessary. Provide maintenance agreements of who will maintain the services from the main to the building for water and sewer. 34. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacing. 35. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 36. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan. 37. Add general notes to the utility plans to the effect of: a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 4 f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. 38. Any public sanitary sewer and watermain shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered on the utility. 39. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Where watermain crosses any storm sewer or sanitary sewer, add a note at each location to the effect of "Maintain 18 -inch Separation, 4" Rigid Insulation". If offsets are required where conflicts with normal watermain pipe placement occur, add appropriate details to the plans. 40. Label the pipe material/strength designation for sewer mains (i.e. SDR 35, SDR 26, etc.). 41. Manholes will be required where the cleanouts are shown along the 8" main. Stormwater Management 42. Below are General Stormwater Requirements for the Site: a. The applicant will be required to submit a stormwater management plan for the proposed development in accordance with the requirements in the City's Design Manual b. The new site will need to provide onsite a net reduction from existing conditions of total volume, TSS, and TP. Refer to the City's design guidelines for requirements. c. Rate control is required to maintain or lower existing flow rates for the 2, 10, 100- year and 10 -day snowmelt events. d. Provide two feet of freeboard from the HWL and low opening of any structures onsite. e. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. f. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. g. The site is located within the DWSMA and is subject to requirements of the City's Wellhead Protection Plan. The site is in an area of low vulnerability. h. Include a site map showing a 1 mile radius of the project showing all water bodies and discharge locations. The Mississippi River is considered an impaired stream through this location. Update the impaired waters table to include this. i. The SWPPP shall have estimated quantities of erosion control practices as outlined in the construction stormwater permit. Traffic & Access 43. Based on the proposed site plan the anticipated traffic generation would be approximately 1,182 daily trips, 93 AM peak hour trips and 115 PM peak hour trips assuming 87 residential units, 16,000 sf commercial area and 10,585 sf office space. 44. This site is planned to be included as part of the Downtown Monticello Traffic Study currently being commissioned by the City. The analysis will document the impacts the proposed site has on the area roadway system including alternative access considerations (i.e., extending Walnut Street to River Street and/or the elimination or modification of the TH 25 at River Street intersection). Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 5 45. The site plan should be able to accommodate the alternative of extending Walnut Street to River Street. Environmental 46. If the project will have a structure built within 300 feet of the Ordinary High Water Level (OHWL) of the Mississippi River, then the project will require an EAW. Verify that the surveyed OHWL has been verified or approved by the DNR to ensure the distance is being measure correctly. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB �Z'� James L. Stremel, P.E. Senior Project Manager Hayden Stensgard From: Linda Rohland Sent: Tuesday, May 17, 2022 7:59 AM To: Development Services Subject: Proposed new building I am a long time resident of Monticello and I am writing to state my strong opposition to the design of the proposed design for the new development on the corner of Hwy. 25 and Broadway. While I understand the desire to " make money" in our community I abhor that you are planning to do this at the expense of destroying the aesthetics of our town. WHY does the building need to be over 3 stories and So contemporary in the heart of our community?? Much property lies undeveloped in our community i. e. the lots where Fair's Garden Center was, the site of the former Monti Club. There are other places to build such a huge building if you feel the need. How will trucks and other large vehicles make the right turn onto Broadway coming from Big Lake without widening that intersection? Sincerely, Linda Rohland Sent from my iPhone Hayden Stensgard From: Diane Coffield Sent: Tuesday, May 17, 2022 11:41 PM To: Development Services Subject: Re: Block 52 Proposal I have lived in the Monticello area for 45 years and raised our children here. I care deeply about this community and know you are doing a great job, but now feel the need to speak out regarding the Block 52 Proposal. When I saw the picture on Facebook of what is being proposed, the first thought that came to my mind was that of a consuming Monolith. I do believe something needs to be done, improvements made, no doubt, but can't believe you are considering building a four and five story building on that block directly in the center of town. It is a skyscraper when you consider all the other buildings in that area, the one and two story buildings. This is Monticello, a small town, not Minneapolis! I do believe this is considered gentrification. How must the other businesses ever try to relate to this monstrosity? I can see a number of them just leaving the area. Over the years certainly businesses moved out and went to other towns because they could not afford the rent here. How will any businesses afford the rent you will be needing to pay for a building such as this? Consider Elk River and what they went through as businesses and tenants came and went over the years. Annandale is a small town that seems to work together to build anew in their downtown area and it's always a pleasure to drive through that town. Have you been to Loretto lately? They have the nicest brick buildings and the most recent one is an attractive well thought out modern two story which would look excellent on Block 52 and stand the test of time. You could still have a restaurant on the top and not make it look like a giant warehouse as your proposal does. I'm sorry to be so blunt, but I've talked with quite a few people over the months and, seriously, have not heard one positive comment about this proposal. Words like eyesore, shadow, oppressive, cold, monument, monstrocity, warehouse, tower, overbearing, overpowering, dominating, massive, and intrusive come out. Unfortunately, I am unable to be at this meeting to hear the committee's presentation and the public comments but am hoping that you will reconsider this overbearing planning and come up with a reasonable and forward thinking proposal instead. Thank you for sharing my comments. Sincerely, Diane Coffield 1040 County Road 39 NW Monticello MN 55362 I Hayden Stensgard From: Michelle Adair Sent: Wednesday, May 18, 2022 10:20 AM To: Development Services Subject: Block 52 feedback Hello, In comment to the Block 52 project, I have concerns with the high percentage of apartments going in Monticello compared to our neighboring cities. According to neighborhoodscout.com: Monticello Own = 71% rent = 26% apartments = 16% of housing Otsego Own = 94% rent = 5% apartments = 0.4% of housing St Michael Own = 89% rent = 11% apartments = 5% of housing We recently moved from the township into town and the number of step up houses in Monti was terrible. There are nice developments going up in Hanover, Otsego and St Michael, but very limited options here. The houses that are going up in that $400-500k range are significantly lower quality and less appealing than similarly priced houses in other cities. Our girls wanted to stay in district, so we found something, but it wasn't easy. My experience growing up in Brooklyn Park was that Champlin and Maple Grove didn't want apartments, so they just let Brooklyn Park build them all. That resulted in a low community investment by the renters. They didn't care about property values, crime and schools. I feel like we're starting to see that in Monticello with all the school cuts (middle school sports, no after school clubs, increased class sizes) because we can't pass levies. I'm concerned that will only grow as we increase the numbers of people without a vested interest in the success of the community. We need a wide range of affordable housing, with more step up housing to keep people in district, but there needs to be a line for how many apartments one town can sustain. Thanks, Michelle Adair DEPARTMENT OF TRANSPORTATION May 20, 2022 Ms. Angela Schumann Community Development Director City of Monticello RE: C.S. 8605; R.P. 068.642 (MN 25) Block 52 Redevelopment Plat Monticello, Minnesota Dear Ms. Schumann: District 3 - Planning 7694 Industrial Park Road Baxter, MN 56425 218/828-5700 or 1-800-657-3971 Over the past year MnDOT District 3 staff have participated in several meetings related to review and comment on proposed redevelopment of Block 52 along MN Highway 25 in downtown Monticello. Our review and comments for the plat are pursuant to the provisions of Minnesota Statutes 505.03, Plats and Surveys. 1. MnDOT District 3 recommends that no direct access be provided to the Block 52 development from Highway 25 and any and any egress/ingress to the development be provided via the local street network, i.e., River Street, W Broadway Street/Wright CSAH 75, and Walnut Street. It is our understanding that the developer is in agreement with this recommendation and will not be showing any direct access to Highway 25 in the final plan. To improve safer traffic flow on Highway 25, MnDOT is considering to limit full crossover access on Highway 25 at River Street to right -in, right -out by extending the center median through the intersection. Ideally, coordination with the City and implementation of these plans would likely occur with other improvements being planned on Highway 25 identified in District 3's 10 -year Capital Highway Investment Plan. 3. As development is proposed for the property bordering Highway 25, there shall be no net increase in storm water runoff to the Highway 25 right of way. 4. Please contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 to request any permits that may be needed with the development of the property or to coordinate any drainage issues. If you have any further questions or comments, please call me at 320/223-6526. Sincerely, Tom Cruikshank Principal Planner ecc: MnDOT District 3 Development Review Committee file An equal opportunity employer H dq� r3i f7; AyI A,_ . 41: .e.: ".4 T-LTMOMW I all Vision The Pointes at Cedar reimages the potential development of a prominent land area in the core of Monticello. The Pointes at Cedar will be an exceptional neighborhood in which to live, work and play, combining a varied mix of commercial services, residential living opportunities, and public open space amenities. The Pointes at Cedar is centered on a significant recreational water feature and surrounded by a series of interconnected public spaces for discovery. Private development around the public amenities values and builds on these distinctive public areas. The Pointes at Cedar will be a magnet for the Monticello community and beyond. CITY C)F Monticello Project Progress • Small Area Plan • Adopted - September 2021 • Zoning Ordinance • Work Group— December 2021 • Proposed for adoption — April 2022 • Professional Engineering, Park & Open Space Planning and Landscape Architecture Services • Contract services - November 2021 • Compass Committee — December 2022 • Site Preparation 9 Material removals — November 2021 0 LA rlww-wcrlF -Wqrbl W p PN I w E- I Li 1% ro 71 >. 'I % 11 Q 4-d m D J Schedule Update Task Engagement on Master Plan 60% Design Plans Mass Grading Bidding & Award Contract Schedule November 2021 - January 2022 May -August 2022 March 2022 Mass Grading Construction Services May -September 2022 90% Design Plans Bidding & Award August -October 2022 December 2022 -January 2023 Adjusted Schedule December 2021 - September 2022 February —June 2023 Consolidated with Baseline Improvement Construction Consolidated with Baseline Improvement Construction August — December 2023 .9 Construction Services May -August 2023 TBD e Public Engagement • Winter Activities • Spring/Summer Events • Master Plan Input Events • Board Input • Town Hall • Project Page • Project Signs Contract Amendment • Timeline Adjustment -- • Additional Grading • Additional Engagement • Removal of One Bid Process (Grading) • Optional Survey • Contract Management Coordination Contract Management Services • Serves a project's "general contractor" • Alignment between plans and construction • Manages sub -contractors for compliance with the terms of agreements, budgets, schedules • Coordination between WSB and CM v �Y x: •+a VA�Iie P646 and RasaltJ Ores4 Trap Boulders CITY f)F Monticclio Project Evolution • The Pointes at Cedar is a long-term public and private development project • Seeks to use vacant land to the greatest benefit of city— reflect market forces and community needs • Consistent with Monticello's plan to grow from within • Strives to be a catalyst for growth, not a funnel • Thoughtful planning and phased development • Integration of amenities • Funding sources • Operations and maintenance needs • Public engagement • Place for all Questions?