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City Council Agenda Packet 07-11-2022AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 11, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING — CITY COUNCIL Monticello Community Center 4:30 p.m. Budget Review 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 • Regular Meeting Minutes from June 27, 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 • Riverfest F. Council Liaison Updates • Planning Commission 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 2022-75 appointing election judges for the August 9, 2022 Primary Election and November 8, 2022 General election Consideration of approving a special event permit for the VFW for Summerfest event on August 20, 2022 Consideration of approving a temporary gambling permit for Wright County Ducks Unlimited Chapter 39 for their annual event on September 12, 2022 G. Consideration of authorizing a payment to the Coalition of Utility Cities for City share of CUC membership dues in the amount of $44,755 H. Consideration of approving installation of security cameras at West Bridge, East Bridge, Ellison, and Pioneer parks for a not -to -exceed amount of $38,000 Consideration of approving quote from MP Nexlevel, LLC for FiberNet relocation for the Block 52 redevelopment for $58,749.89 Consideration of approving quote from MP Nexlevel, LLC for FiberNet installation within the Featherstone 6' development for $77,688.20 K. Consideration of approving a quote from Sir Lines A Lot for the 2022 Pavement Marking Project for $23,535.04 L. Consideration of adopting Resolution 2022-76 approving a Master Partnership Contract with MnDOT M. Consideration of adopting Resolution 2022-81 accepting donations from John and Gloria Popa and Victor and Barbara Hellman in the amount of $580 for MontiArts general use 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. Consideration of adopting Resolution 2022-77 authorizing the establishment of Economic Development Tax Increment Financing (TIF) District 1-46 within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan relating thereto 4. Regular Agenda A. Consideration of approving a Final Stage Planned Unit Development, Final Plat and Development Agreement, and rezoning to Planned Unit Development 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 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 27, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Fair moved to approve the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Regular Meeting Minutes from June 13, 2022 Councilmember Gabler moved to approve the regular meeting minutes as amended. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Citizen Comments Michael Huey, 8502 Gatewater Dr. expressed concern about vehicle lights shining into his house windows. Stated that the City should take responsibility for shielding the light since the City approved the development. He suggested planting of shrubs. There was some discussion by City Council and there was no indication that that City would be responsible for this type of issue. Councilmember Gabler commented on the future plantings of the new townhomes being built and the possibility that there may be plantings that shield the light. Councilmember Fair suggested that Mr. Huey contact the Home Owner's Association (HOA). Councilmembers Davidson and Murdoff concurred. It was also suggested to contact the builder. No action was taken by City Council. E. Public Service Announcements The following updates were provided: • City Updates o July 4th Holiday Hours o Reserve Firefighter Recruitment o Election Judges • MCC Updates o YMCA Partnership for Sundays City Council Minutes: June 27, 2022 Page 1 1 5 o Esports League Registration F. Council Liaison Updates. • EDA — Councilmember Davidson provided an update on the June 22 EDA meeting. The group approved TIF District 1-45, endorsed Duffy Development's housing project and approved land conveyance for Suburban's expansion. • CMRP — Mayor Hilgart noted that MnDOT and Federal Highway Commission provided guidance on path to another river crossing. • 1-94 Coalition — Councilmember Gabler provided an update of their last meeting. The coalition will participate in advocacy trip to Washington D.C. on July 13-14, 2022. There was discussion about the gap between Monticello and Albertville, Hwy. 610 letters of support, and the Raise grant. G. Department Updates • Parks, Arts & Recreation —Tom Pawelk, Parks & Recreation Director, gave an annual update of activities, events, and processed of the department over the last year. As part of the update Mr. Pawelk reviewed programs, MCC operations, new projects, budget, technology, challenges, Bertram Chain of Lakes Athletic Park, shade tree program, and MontiArts. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda excluding item K. 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 $847,700.08. B. Consideration of approving new hires and departures for City departments. Action taken: Approved hires for MCC and Hi -Way Liquors and terminations for Parks. C. Consideration of approving the sale/disposal of surplus city property for the Parks and Recreation Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2022-68 accepting donation of $4,100 from various donors for the Farmers Market Power of Produce Kids Club, $500 from the VFW for the pollinator garden, and $700 from AJ Holden Painting, Inc. for Movie in the Park. Action taken: Adopted resolution accepting the donations. E. Consideration of adopting Resolution accepting donations for Walk & Roll. Action taken: Adopted resolution accepting the donations. F. Consideration of adopting Resolution 2022-70 appointing the Absentee Ballot Board judges for the August 9, 2022 Primary Election and November 8, 2022 General Election. Action taken: Adopted the resolution. City Council Minutes: June 27, 2022 Page 2 1 5 G. Consideration of approving an on -sale liquor license for The Liquor Lounge located at 124 West Broadway. Applicant: Angela Krautbaur. Action taken: Approved the liquor license. H. Consideration of approving an assignment of the Featherstone 6t" Addition Development Contract to Novak Fleck, Inc. Action taken: Approved the assignment. Consideration of approving a request for a Development Stage Planned Unit Development for Headwaters West Apartments, a proposed 102 -unit multi- family (senior -restricted) development in the R-3, medium Density Residential District. Applicant: Headwaters Development, LLC. Action taken: Adopted Resolution 2022-71 approving a Development Stage Planned Unit Development for Headwaters West Apartments, a proposed 102 -unit Multi - Family (Senior -Restricted) Development, based on findings in said resolution and subject to the conditions of Exhibit Z. Consideration of approving an agreement with Xcel Energy for the relocation of utilities associated with the Block 52 redevelopment for $37,993. Action taken: Approved the agreement. K. Consideration of approving the purchase of a 2022 for F350 Super duty with hoist and contractor's box for a not to exceed amount of $67,000. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. L. Consideration of endorsing Duffy Development's re -submittal of a Low-income Housing Tax Credit (LIHTC) application to MHFA in connection with a proposed 59 -unit affordable housing development located at 7t" Street and Elm Street and desired TIF assistance. Action taken: Approved. 2A. Consideration of items removed from the Consent Agenda for discussion K. Consideration of approving the purchase of a 2022 for F350 Super duty with hoist and contractor's box for a not to exceed amount of $67,000. Councilmember Murdoff removed the item and questioned if the department could use current vehicles until the trucks previously ordered arrived. Matt Leonard responded that the department could look at fixing current vehicles to try and get by, but it would be nice to get another truck and not fall further behind in equipment. Councilmember Fair moved approval of purchasing the F350 with hoist and contractor's box for a not to exceed amount of $67,000. Councilmember Davidson seconded the motion. Motion carried unanimously. 3. Public Hearings: A. PUBLIC HEARING: (Continued from 5/23/22): Consideration of adopting Resolution 2022-64 authorizing the establishment of Redevelopment Tax Increment Financing (TIF) District No. 1-45 within the Central Monticello City Council Minutes: June 27, 2022 Page 3 1 5 Redevelopment Project No. 1 and the adoption of the Tax Increment Financing Plan relating thereto. Jim Thares, Economic Development Manager, noted that this is a continued public hearing that was opened on May 23, 2022. The TIF District 1-45 relates to the Block 52 development. Tammy Omdahl, Northland Securities addressed the City Council and noted that the information provided on May 23, 2022 has not changed. Mayor Hilgart continued the public hearing. The following individual testified: Steve Johnson, EDA, recognized staff for all of the hard work. Mr. Johnson spoke in support of the project and noted that the project supports the functions of the EDA and HRA. Mayor Hilgart closed the public hearing. Mayor Hilgart closed the public hearing. Councilmember Davidson moved to adopt Resolution 2022-64 authorizing the establishment of Redevelopment Tax Increment Financing (TIF) District No. 1- 45. Councilmember Fair seconded the motion. Motion carried unanimously. B. PUBLIC HEARING: Consideration of adoatina Resolution 2022-72 authorizing a Minnesota Investment Fund (MIF) grant application submittal to MN -DEED in the amount of $220,000 in support of WiHa Tools new facility development proposal Jim Thares, Economic Development Manager, introduced the item and noted that it was a state grant application that would be used to fill a financing gap that WiHa Tools has identified in their proposed expansion project, a new 78,400 square foot facility on a 12 -acre site. The initial expansion includes an additional 41 new jobs over the next three years with a total of 59 jobs over 5-6 years. In addition to this grant application, WiHa Tools will also be seeking Tax Increment Financing (TIF). Mayor Hilgart opened the public hearing. The following individual testified: Eric Iverson, WiHa Tools, addressed the City Council. Mr. Iverson presented a brief overview of the project, including timeline. The hope is to be completed and moved in by December 2023. Mayor Hilgart closed the public hearing. There was minimal discussion among Council. Councilmember Gabler moved to adopt Resolution 2022-72 authorizing a Minnesota Investment Fund (MIF) grant application submittal to MN -DEED in the amount of $220,000 in support of Willa Tools new facility development proposal. Councilmember Fair seconded the motion. Motion carried unanimously. City Council Minutes: June 27, 2022 Page 4 1 5 4. Regular Agenda: A. Consideration of approving a Development Stage Planned Unit Development and Preliminary Plat for Haven Ridge, for replat of Haven Ridge 2nd Addition, a proposed 59 -unit single family residential development in an R-1 (Single -Family Residence) District. Applicant: Haven Ridge, LLC Steve Grittman, NAC, presented the item and noted that the proposal reconfigures the original preliminary plat to a total of 59 narrower single-family lots. The lots sizes would go from 80 feet to 62 feet. The changes were proposed due to extensive costs in accessing the property from the 15t Addition of Haven Ridge. The Planning Commission recommended approval of all items. There was discussion among City Councilmembers. Mayor Hilgart commented that as long as the standard of the house remains, he doesn't see an issue with a smaller lot. Marc Schulte, Developer, addressed the City Council. Councilmember Davidson moved to adopt Resolution 2022-73 approving a preliminary plat (replat) of Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. Councilmember Fair seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against because of the decrease in lot size to 62 feet. Councilmember Fair moved to adopt Resolution 2022-74 approving a Development Stage PUD for Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. Councilmember Davidson seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against for reason listed above. 5. Adjournment: The meeting was adjourned at 8:32 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: June 27, 2022 Page 5 1 5 City Council Agenda: 7/11/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 7/11/2022 ❑ 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 $8,280,771.48. 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 To Be Paid Proof List User: Debbie.Davidson Printed: 07/01/2022 - 10:10AM� Batch: 00215.06.2022 - 215.06.2022 Xcel/CPE Invoice Number Invoice Date Account Number Amount Quantity Payment Date Task Description CJTY 16 0 F Type PO # Close PO Line # Reference CENTERPOINT ENERGY 1102 06/30/2022 6/30/2022 23.38 0.00 06/30/2022 False 0 101-42700-438100 Utilities - Gas/Electricity 5863599-6 - Animal Shelter 06/30/2022 6/30/2022 67.77 0.00 06/30/2022 False 0 101-41940-438100 Utilities - Gas/Electricity 5828859-8 - Storage Garage 06/30/2022 6/30/2022 458.40 0.00 06/30/2022 False 0 101-45501-438100 Utilities - Gas/Electricity 5864452-7 - Library 06/30/2022 6/30/2022 910.56 0.00 06/30/2022 False 0 101-43127-438100 Utilities - Gas/Electricity 5837384-6 - Publc Works 06/30/2022 6/30/2022 88.58 0.00 06/30/2022 False 0 101-45204-438100 Utilities - Gas/Electricity 6401745330-5 - 349 W Broadway 06/30/2022 6/30/2022 464.86 0.00 06/30/2022 False 0 609-49754-438100 Utilities - Gas/Electricity 5788570-9 - Hi Way Liquor 06/30/2022 6/30/2022 16.80 0.00 06/30/2022 False 0 101-45201-438100 Utilities - Gas/Electricity 5804618-6 - Parks (Fallon) 06/30/2022 6/30/2022 6,475.59 0.00 06/30/2022 False 0 226-45126-438100 Utilities - Gas/Electricity 5768542-2 - MCC 06/30/2022 6/30/2022 280.03 0.00 06/30/2022 False 0 101-41940-438100 Utilities - Gas/Electricity 5768542-2 - City Hall 06/30/2022 6/30/2022 111.94 0.00 06/30/2022 False 0 101-43127-438100 Utilities - Gas/Electricity 5820786-1 - Public Works 06/30/2022 6/30/2022 387.34 0.00 06/30/2022 False 0 101-43127-438100 Utilities - Gas/Electricity 5799425-3 - Public Works 06/30/2022 6/30/2022 450.96 0.00 06/30/2022 False 0 101-45201-438100 Utilities - Gas/Electricity 5821009-7 - Parks 06/30/2022 6/30/2022 140.01 0.00 06/30/2022 False 0 101-42800-438100 Utilities - Gas/Electricity 5768542-2 - National Guard 06/30/2022 6/30/2022 105.01 0.00 06/30/2022 False 0 101-45175-438100 Utilities - Gas/Electricity 5768542-2 - Senior Center AP-To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 1 Invoice Number Invoice Date Amount Quantity Payment Date Task Type PO # Close PO Line # Account Number Description Reference 06/30/2022 6/30/2022 602-49480-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-45201-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-43127-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-45201-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-45204-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-42200-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-45204-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 653-41990-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 701-00000-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 701-00000-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 653-41990-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 213-46301-438100 Utilities - Gas/Electricity 06/30/2022 6/30/2022 101-00000-115030 Accounts Receivable-Misc 06/30/2022 6/30/2022 213-46301-438100 Utilities - Gas/Electricity 06/30/2022 Total: CENTERPOINT ENERGY DEMVI LLC 2050 6/25/2022 6/25/2022 213-46301-443990 Miscellaneous Other Exp 4,780.89 0.00 06/30/2022 False 8000015233-2 - WWTP 57.59 0.00 06/30/2022 False 5806932-9 - Parks 109.68 0.00 06/30/2022 False 5799427-9 - Public Works 165.33 0.00 06/30/2022 False 6402123338-8 - 112 W River St 10.49 0.00 06/30/2022 False 6402504048-2 - 107 Broadway W 1,136.82 0.00 06/30/2022 False 11077481-7 - Fire Station 302.02 0.00 06/30/2022 False 6402504046-6 - 101 Broadway W 70.33 0.00 06/30/2022 False 8235333-5 - DMV 92.68 0.00 06/30/2022 False 5843395-4 - Facilities 56.96 0.00 06/30/2022 False 6402462182-9 - Help Center 106.82 0.00 06/30/2022 False 8235331-9 - DMV 127.09 0.00 06/30/2022 False 6402832805-8 - 113 Broadway W (1/2) 127.08 0.00 06/30/2022 False 6402832805-8 - 113 Broadway W (1/2) 321.38 0.00 06/30/2022 False 11688591-4 - 121 Broadway W 17,446.39 17,446.39 213.86 0.00 06/30/2022 False Parking Lot Maintenance - June 2022 AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description Type PO # Close PO Line # Reference 6/25/2022 Total: 213.86 DEWI LLC Total: 213.86 HEALTHY CONTRIBUTIONS 5188 6/28/2022 6/28/2022 8.15 0.00 06/30/2022 False 0 226-45122-430900 Technology Services AARP Supplement/At Your Best 6/28/2022 Total: 8.15 HEALTHY CONTRIBUTI 8.15 JACK HENRY & ASSOCIATES, INC. 5646 4000450 6/1/2022 59.07 0.00 06/30/2022 False 0 226-45122-443980 Bank Charges Client Account Fees - June 2022 4000450 Total: 59.07 JACK HENRY & ASSOCI 59.07 LINCOLN FINANCIAL GROUP 3241 6/1/2022 6/1/2022 2,911.13 0.00 06/30/2022 False 0 101-00000-217066 Life Insurance Payable Life Insurance - June 2022 6/1/2022 Total: 2,911.13 LINCOLN FINANCIAL G 2,911.13 MII LIFE INSURANCE INC 5415 16128923 6/7/2022 36.90 0.00 06/30/2022 False 0 AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 3 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description Type PO # Close PO Line # Reference 101-41800-413500 Flexible Benefit Admin Participant Fee - June 2022 16128923 Total: 36.90 40269861 6/14/2022 192.30 0.00 06/30/2022 False 0 101-00000-217200 FSA Child Care Payable FSA - Dependent Care 40269861 Total: 192.30 40273842 6/21/2022 2,307.60 0.00 06/30/2022 False 0 101-00000-217200 FSA Child Care Payable FSA - Dependent Care 40273842 6/21/2022 60.68 0.00 06/30/2022 False 0 101-00000-217300 FSA Medical Payable FSA - Medical 40273842 Total: 2,368.28 40283740 6/28/2022 192.31 0.00 06/30/2022 False 0 101-00000-217200 FSA Child Care Payable FSA - Dependent Care 40283740 6/28/2022 3.94 0.00 06/30/2022 False 0 101-00000-217300 FSA Medical Payable FSA - Medical 40283740 Total: 196.25 MII LIFE INSURANCE IN 2,793.73 MN DEPT OF REVENUE - ACH 1593 May 6/15/2022 400.68 0.00 06/30/2022 False 0 101-00000-208100 DTOG-Sales Tax May Sales Tax - General May 6/15/2022 151.55 0.00 06/30/2022 False 0 101-00000-208120 Due To Other Govts-Waste Tax May Waste Tax - General May 6/15/2022 4,333.54 0.00 06/30/2022 False 0 226-00000-208100 DTOG-Sales Tax May Sales Tax - MCC May 6/15/2022 931.78 0.00 06/30/2022 False 0 601-00000-208100 DTOG-Sales Tax May Sales Tax - Water May 6/15/2022 343.42 0.00 06/30/2022 False 0 215-00000-208100 DTOG-Sales Tax May Sales Tax - Cemetary May 6/15/2022 60,869.49 0.00 06/30/2022 False 0 609-00000-208100 DTOG-Sales Tax May Sales Tax - Liquor AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 4 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description Type PO # Close PO Line # Reference May 6/15/2022 -0.46 0.00 06/30/2022 False 609-00000-362900 Misc Other Revenue 06/30/2022 May Sales Tax - Liquor May Total: 67,030.00 MN DEPT OF REVENUE 67,030.00 MONEY MOVERS, INC. 15,658.75 4732 148723 6/6/2022 19.50 0.00 06/30/2022 False 226-45122-430900 Technology Services 06/30/2022 Fitness Rewards - May 2022 148723 Total: 19.50 MONEY MOVERS, INC. 19.50 USBANK-BONDS 4470 1990398 5/13/2022 15,658.75 0.00 06/30/2022 False 324-47000-461100 Bond Interest GO Bonds 2020A - Interest 1990398 Total: 15,658.75 1997234 5/13/2022 2,610.00 0.00 06/30/2022 False 703-00000-461100 Bond Interest GO Bonds 2014A - Interest 1997234 Total: 2,610.00 1997236 5/13/2022 22,375.00 0.00 06/30/2022 False 319-47000-461100 Bond Interest GO Bonds 2015B - Interest 1997236 Total: 22,375.00 1997237 5/13/2022 28,175.00 0.00 06/30/2022 False 320-47000-461100 Bond Interest GO Bonds 2016A - Interest 1997237 Total: 28,175.00 1997238 5/13/2022 42,170.00 0.00 06/30/2022 False AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 5 0 0 0 0 0 0 0 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description Type PO # Close PO Line # Reference 321-47000-461100 Bond Interest GO Bonds 2017A - Interest 1997238 Total: 42,170.00 1997240 5/13/2022 63,243.76 0.00 06/30/2022 False 0 322-47000-461100 Bond Interest GO Bonds 2018A - Interest 1997240 Total: 63,243.76 1997241 5/13/2022 71,193.75 0.00 06/30/2022 False 0 323-47000-461100 Bond Interest GO Bonds 2019A - Interest 1997241 Total: 71,193.75 US BANK - BONDS Total 245,426.26 WELLS FARGO - Monthly Charges/Returns 2405 6/30/2022 6/30/2022 202.74 0.00 06/30/2022 False 0 101-42400-443980 Bank Charges Brain Tree cc fees (Bldg) 6/30/2022 Total: 202.74 WELLS FARGO - Monthly 202.74 WELLS FARGO CORP TRUST SERVICE 1565 06/29/2022 6/29/2022 525,000.00 0.00 06/30/2022 False 0 955-00000-104010 Investments Addt'l Investment to RBC 06/29/2022 Total: 525,000.00 6/15/2022 6/15/2022 220,000.00 0.00 06/30/2022 False 0 955-00000-104010 Investments Addt'l Investment to RBC Capital 6/15/2022 Total: 220,000.00 6/21/2022 6/21/2022 1,700,000.00 0.00 06/30/2022 False 0 955-00000-104010 Investments Addt'l Investment to 4M AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 6 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description 6/21/2022 6/21/2022 5,000,000.00 955-00000-104010 Investments 6/21/2022 Total: 6,700,000.00 WELLS FARGO CORP TR 7,445,000.00 XCELENERGY 1585 6/30/2022 6/30/2022 653-41990-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 701-00000-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-45201-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 226-45126-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-42700-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-45501-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-43160-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-43160-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 601-49440-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 601-49440-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-42500-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-41940-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-43127-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 101-42200-438100 Utilities - Gas/Electricity 6/30/2022 6/30/2022 0.00 06/30/2022 Addt'l Investment to 4M Type PO # Close PO Line # Reference False 0 413.49 0.00 06/30/2022 False 0 51-9391437-3 -DMV 138.29 0.00 06/30/2022 False 0 51-6505909-4 - Facilities Mgmt 572.55 0.00 06/30/2022 False 0 51-6505915-2 - Parks 6,964.33 0.00 06/30/2022 False 0 51-6505911-8 -MCC 182.93 0.00 06/30/2022 False 0 51-6505912-9 - Animal Shelter 928.10 0.00 06/30/2022 False 0 51-4271112-2 - Library 0.00 0.00 06/30/2022 False 0 51-6505907-2 - Park Lots- auto 84.88 0.00 06/30/2022 False 0 51-6505907-2 - Parking Lots 6,515.49 0.00 06/30/2022 False 0 51-6505905-0 - Water 80.98 0.00 06/30/2022 False 0 51-6505915-2 - Ice Rink 33% 20.46 0.00 06/30/2022 ZZZNEP-IMPLEM MISCEXP False 0 ZZZNEP-IMPLEM- 51-6505908-3 1,537.58 0.00 06/30/2022 False 0 51-6505911-8 - City Hall 1,070.27 0.00 06/30/2022 False 0 51-6505914-1 - Shop/Garage 1,173.01 0.00 06/30/2022 False 0 51-6505913-0 - Fire Station 45.75 0.00 06/30/2022 False 0 AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 7 Invoice Number Invoice Date Amount Quantity Payment Date Task Account Number Description Type PO # Close PO Line # Reference 101-41940-438100 Utilities - Gas/Electricity 51-7780310-4 - Bldg. Inspec. G 6/30/2022 6/30/2022 412.28 0.00 06/30/2022 False 0 101-45204-438100 Utilities - Gas/Electricity 51-0623082-8 - MontiArts 6/30/2022 6/30/2022 0.00 0.00 06/30/2022 False 0 101-45203-438100 Utilities - Gas/Electricity 51-6505915-2 - NSP- Softball 6/30/2022 6/30/2022 1,592.58 0.00 06/30/2022 False 0 609-49754-438100 Utilities - Gas/Electricity 51-6505910-7 - Liquor Store 6/30/2022 6/30/2022 1,533.16 0.00 06/30/2022 False 0 602-49490-438100 Utilities - Gas/Electricity 51-6505906-1 - Sewer 6/30/2022 6/30/2022 3,070.64 0.00 06/30/2022 False 0 601-49440-438100 Utilities - Gas/Electricity 51-0395766-0 - Ramsey Pumphouse 6/30/2022 6/30/2022 361.78 0.00 06/30/2022 False 0 101-45175-438100 Utilities - Gas/Electricity 51-6505911-8 - Senior Center 6/30/2022 6/30/2022 16,514.77 0.00 06/30/2022 False 0 602-49480-438100 Utilities - Gas/Electricity 51-6572904-0 - WWTP 6/30/2022 6/30/2022 111.34 0.00 06/30/2022 False 0 101-45203-438100 Utilities - Gas/Electricity 51-6505915-2 - NSP- consc/sec. 6/30/2022 6/30/2022 13,658.08 0.00 06/30/2022 False 0 101-43160-438100 Utilities - Gas/Electricity 51-6505916-3 - Street Lights 6/30/2022 6/30/2022 21.37 0.00 06/30/2022 False 0 101-45201-438100 Utilities - Gas/Electricity 51-0371645-4 - SwanCam 6/30/2022 6/30/2022 180.89 0.00 06/30/2022 False 0 101-42800-438100 Utilities - Gas/Electricity 51-6505911-8 - National Guard 6/30/2022 6/30/2022 497.22 0.00 06/30/2022 False 0 101-45201-438100 Utilities - Gas/Electricity 51-6505913-0- Parks Bldg 6/30/2022 6/30/2022 46.31 0.00 06/30/2022 False 0 213-46301-438100 Utilities - Gas/Electricity 51-13295413-8 - 103 Pine St 6/30/2022 6/30/2022 28.08 0.00 06/30/2022 False 0 101-45201-438100 Utilities - Gas/Electricity 51-13295413-8 - Parks 6/30/2022 6/30/2022 28.08 0.00 06/30/2022 False 0 601-49440-438100 Utilities - Gas/Electricity 51-13295413-8 - Water 6/30/2022 6/30/2022 28.08 0.00 06/30/2022 False 0 10 1-43 120-43 8 100 Utilities - Gas/Electricity 51-13295413-8 -Streets 6/30/2022 6/30/2022 218.96 0.00 06/30/2022 False 0 101-45204-438100 Utilities - Gas/Electricity 51-0013373403-2 - MontiArts 6/30/2022 6/30/2022 -40,153.36 0.00 06/30/2022 False 0 101-41310-362140 Solar Rebates Solar Reward Credit 6/30/2022 6/30/2022 4,060.82 0.00 06/30/2022 False 0 101-00000-115030 Accounts Receivable-Misc amount booked to AR AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 8 Invoice Number Invoice Date Amount Quantity Payment Date Task Type PO # Close PO Line # Account Number Description Reference 6/30/2022 6/30/2022 101-00000-115030 Accounts Receivable-Misc 6/30/2022 6/30/2022 213-46301-438100 Utilities - Gas/Electricity 6/30/2022 Total: XCEL ENERGY Total: Report Total: 189.02 0.00 06/30/2022 False 51-13295413-8 -113 Broadway W - 59% to AR 131.36 0.00 06/30/2022 False 51-13295413-8 -113 Broadway W - 41% EDA 22,259.57 22,259.57 7,803,370.40 The preceding list of bills payable was reviewed and approved for payment. Date: 7/11/2022 Approved by Mayor Lloyd Hilgart AP -To Be Paid Proof List (07/01/2022 - 10:10 AM) Page 9 0 0 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 07/06/2022 - 2:35PM Batch: 00202.07.2022 - 202.07.2022 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC Check Sequence: 1 ACH Enabled: False 142661 Flavored Syrups for Concession (4) 406.25 07/12/2022 226-45125-425410 Check Total: 406.25 Vendor: 2407 ALL ELEMENTS Check Sequence: 2 ACH Enabled: True 9447 Install Metal into Keeper & Fasten Joint Covers 142.97 07/12/2022 701-00000-440100 Check Total: 142.97 Vendor: 5750 ALICIA MAI AMUNDSON Check Sequence: 3 ACH Enabled: False 7/1/2022 Farmers Market Token Collection Log - 6/30/22 25.00 07/12/2022 226-45127-431992 Check Total: 25.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 3542879 resale- beer 324.90 07/12/2022 609-49750-425200 3543946 resale- beer 83.10 07/12/2022 609-49750-425200 3544601 resale- beer 288.00 07/12/2022 609-49750-425200 3545165 resale- beer 115.40 07/12/2022 609-49750-425200 Check Total: 811.40 Vendor: 2886 AUSCO DESIGN AND MARKETING Check Sequence: 5 ACH Enabled: False 6888 Riverfest parade - (100) youth t -shirts 600.00 07/12/2022 101-45201-421990 Check Total: 600.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 6 ACH Enabled: True 2084549 (630.50) gal. diesel @ $5.20 3,277.34 07/12/2022 101-43120-421200 2084550 (596.6) gal. unleaded @ $4.09 2,438.90 07/12/2022 101-43120-421200 Check Total: 5,716.24 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1065 BELLBOY CORPORATION 44,351.92 Check Sequence: 7 ACH Enabled: True 105331200 freight 2.65 07/12/2022 609-49750-433300 105331200 resale -juice 116.50 07/12/2022 609-49750-425500 105331200 resale - mix 329.55 07/12/2022 609-49750-425400 105331200 asst. bags 131.50 07/12/2022 609-49754-421990 105371200 asst. bags 153.75 07/12/2022 609-49754-421990 105371200 resale - mix 51.25 07/12/2022 609-49750-425400 105371200 freight 0.94 07/12/2022 609-49750-433300 105401300 resale- condiments 48.30 07/12/2022 609-49750-425500 105401300 resale- mix 143.35 07/12/2022 609-49750-425400 105401300 asst. bags 87.50 07/12/2022 609-49754-421990 105401300 freight 1.28 07/12/2022 609-49750-433300 95385000 resale - liquor 541.00 07/12/2022 609-49750-425100 95385000 freight 3.30 07/12/2022 609-49750-433300 95387500 resale -liquor 10,974.42 07/12/2022 609-49750-425100 95387500 freight 95.98 07/12/2022 609-49750-433300 95486700 freight 233.61 07/12/2022 609-49750-433300 95486700 resale- liquor 20,246.46 07/12/2022 609-49750-425100 95486700 resale- wine 176.00 07/12/2022 609-49750-425300 95496800 resale - wine 913.00 07/12/2022 609-49750-425300 95515500 resale - liquor 369.00 07/12/2022 609-49750-425100 95521900 resale - liquor credit inv. # 95486700 -369.00 07/12/2022 609-49750-425100 95521900 freight credit inv. # 95486700 -4.95 07/12/2022 609-49750-433300 95577200 freight 129.23 07/12/2022 609-49750-433300 95577200 resale- wine 43.00 07/12/2022 609-49750-425300 95577200 resale- liquor 9,934.30 07/12/2022 609-49750-425100 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 2 Check Total: 44,351.92 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 347642 resale - soda pop 54.21 07/12/2022 609-49750-425400 347643 resale - beer n/a 130.75 07/12/2022 609-49750-425400 347643 resale - beer 4,402.60 07/12/2022 609-49750-425200 349983 resale -beer 74.40 07/12/2022 609-49750-425200 349984 resale- soda pop 177.88 07/12/2022 609-49750-425400 349985 resale- beer 4,406.95 07/12/2022 609-49750-425200 I26990 Food for Concession Resale @ MCC 72.00 07/12/2022 226-45125-425410 Check Total: 9,318.79 Vendor: 2576 BIG LAKE LUMBER Check Sequence: 9 ACH Enabled: False 2206-516620 (15) brown treated 2x10x12 475.20 07/12/2022 101-45201-421990 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 3 Check Total: 475.20 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 10 344641828 resale - liquor 3,585.03 07/12/2022 609-49750-425100 344641828 resale - wine 208.00 07/12/2022 609-49750-425300 344641828 resale - mix 48.19 07/12/2022 609-49750-425400 344641828 freight 46.20 07/12/2022 609-49750-433300 344745746 resale - liquor 4,141.65 07/12/2022 609-49750-425100 344745746 freight 42.90 07/12/2022 609-49750-433300 409844449 resale - liquor credit inv. # 344110753 -108.35 07/12/2022 609-49750-425100 409844449 freight credit inv. # 344110753 -1.65 07/12/2022 609-49750-433300 409850734 freight credit inv. # 343573332 -0.28 07/12/2022 609-49750-433300 409850734 resale- liquor credit inv. # 343573332 -31.50 07/12/2022 609-49750-425100 409850735 resale- liquor credit inv. # 343659195 -22.40 07/12/2022 609-49750-425100 409850735 freight credit inv. # 343659195 -0.28 07/12/2022 609-49750-433300 409850736 freight credit inv. # 344110753 -0.14 07/12/2022 609-49750-433300 409850736 resale - liquor credit inv. # 344110753 -17.32 07/12/2022 609-49750-425100 409850737 resale - liquor credit inv. # 343921439 -10.49 07/12/2022 609-49750-425100 409850737 freight credit inv. # 343921439 -0.14 07/12/2022 609-49750-433300 409850738 resale - wine credit inv. # 343921439 -7.34 07/12/2022 609-49750-425300 409850738 freight credit inv. # 343921439 -0.14 07/12/2022 609-49750-433300 409856261 freight credit inv. # 344641828 -1.65 07/12/2022 609-49750-433300 409856261 resale - liquor credit inv. # 344641828 -179.80 07/12/2022 609-49750-425100 409865249 freight credit inv. # 342262966 -1.10 07/12/2022 609-49750-433300 409865249 resale - mix credit inv. # 342262966 -16.05 07/12/2022 609-49750-425400 Check Total: 7,673.34 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 11 17440255 resale - juice credit -78.55 07/12/2022 609-49750-425500 2704099 resale - beer 11,245.70 07/12/2022 609-49750-425200 2704099 resale - beer n/a 84.00 07/12/2022 609-49750-425400 2704099 resale -juice 146.30 07/12/2022 609-49750-425500 2707198 resale - beer 27,130.07 07/12/2022 609-49750-425200 2707198 resale - beer n/a 448.70 07/12/2022 609-49750-425400 2707198 resale -juice 44.98 07/12/2022 609-49750-425500 2707198 resale - liquor 419.04 07/12/2022 609-49750-425100 2707255 resale - beer 187.90 07/12/2022 609-49750-425200 Check Total: 39,628.14 Vendor: 5805 CAPSTONE HOMES Check Sequence: 12 ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 6/28/2022 Escrow Refund - 8811 Farmstead Ave/Haven Ric 2,000.00 07/12/2022 101-00000-220110 6/28/2022 Escrow Refund - 8820 Farmstead Ave/Haven Ri( 2,000.00 07/12/2022 101-00000-220110 Check Total: 4,000.00 Vendor: 1104 CENTRAL LANDSCAPE SUPPLY Check Sequence: 13 ACH Enabled: False 313152 (30) treegator model #98183 735.00 07/12/2022 101-43120-421990 Check Total: 735.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 14 ACH Enabled: True 0000180388 Monthly Tank Rental (June) 70.00 07/12/2022 701-00000-441500 Check Total: 70.00 Vendor: 5997 KATE M CHASE Check Sequence: 15 ACH Enabled: False 6/29/2022 UB Refund Steven Swift 74.47 07/12/2022 601-00000-202010 Check Total: 74.47 Vendor: 3932 JULIE CHENEY Check Sequence: 16 ACH Enabled: True 6/29/2022 Mileage Reimb - Election Training @ Wright Cc 9.83 07/12/2022 101-41520-433100 Check Total: 9.83 Vendor: 2197 CORPORATE CONNECTION Check Sequence: 17 ACH Enabled: False 60419 (12) lime class 3 shirts 241.45 07/12/2022 101-43120-421990 Check Total: 241.45 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 18 ACH Enabled: True 06/25/2022 resale- beer 734.50 07/12/2022 609-49750-425200 1605706 resale- beer 14,991.70 07/12/2022 609-49750-425200 1605706 resale- beer n/a 94.00 07/12/2022 609-49750-425400 1607756 resale- beer n/a 215.00 07/12/2022 609-49750-425400 1607756 resale- beer 37,204.85 07/12/2022 609-49750-425200 1607936 resale- beer 748.70 07/12/2022 609-49750-425200 1608988 resale- beer n/a 205.90 07/12/2022 609-49750-425400 1608988 resale- beer 13,023.82 07/12/2022 609-49750-425200 1612193 resale- beer 3,584.75 07/12/2022 609-49750-425200 1612193 resale- beer n/a 62.40 07/12/2022 609-49750-425400 1612266 resale- beer 261.50 07/12/2022 609-49750-425200 Check Total: 71,127.12 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5898 DAKOTA SUPPLY GROUP - MONTICELLO Check Sequence: 19 ACH Enabled: False 5101928571.001 Dual Capactr Luxairc (2) 71.31 07/12/2022 701-00000-421990 Check Total: 71.31 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 20 ACH Enabled: True 1473646 resale- beer 2,252.00 07/12/2022 609-49750-425200 1473646 resale- beer n/a 31.80 07/12/2022 609-49750-425400 2305000007 resale- beer credit -10.00 07/12/2022 609-49750-425200 Check Total: 2,273.80 Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 21 ACH Enabled: False 27048 Replace OCC Sensors & Exhaust Fan Motor @ 1 315.67 07/12/2022 701-00000-440100 27049 Install GFC Receptacle on Light Pole @ Library 1,135.00 07/12/2022 701-00000-440100 27050 Retroed Exterior Light Fixtures to LED, LED Le 432.00 07/12/2022 701-00000-440100 Check Total: 1,882.67 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 22 ACH Enabled: True 2381 resale- beer 452.40 07/12/2022 609-49750-425200 Check Total: 452.40 Vendor: 5271 RONALD DROPIK Check Sequence: 23 ACH Enabled: False 7/1/2022 Performance @ Farmers Market 7/21/22 200.00 07/12/2022 226-45127-431990 Check Total: 200.00 Vendor: 5306 ANDREW DUSZYNSKI Check Sequence: 24 ACH Enabled: False 7/1/2022 Performance @ Farmers Market 7/14/22 200.00 07/12/2022 226-45127-431990 Check Total: 200.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 25 ACH Enabled: True 897954 PH WiHa Tools Ad #1236593 138.45 07/12/2022 213-46301-430400 897955 TIF 1-45 - PH Ad# 1236726 221.52 07/12/2022 213-00000-220110 Check Total: 359.97 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 26 ACH Enabled: True 7/1/2022 Farmers Market Token Collection Log - 6/23 & 120.00 07/12/2022 226-45127-431992 Check Total: 120.00 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5535 BOB FERGUSON Check Sequence: 27 ACH Enabled: True 6/24/2022 Reimbursement - Liquefied Petroleum Gas Code 104.19 07/12/2022 101-42400-443500 Check Total: 104.19 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 28 ACH Enabled: False WL005547 resale- 2 T/F compd. meter R900I 2,287.77 07/12/2022 601-49440-422710 Check Total: 2,287.77 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 29 ACH Enabled: False 161019 swivel adapter for water skid on Ranger 55.00 07/12/2022 101-42200-422100 Check Total: 55.00 Vendor: 4825 FREEDOM ROADS OPERATIONS COMPAN` Check Sequence: 30 ACH Enabled: False 6/30/2022 20D003 - Escrow Refund 24,340.76 07/12/2022 101-00000-220110 Check Total: 24,340.76 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 31 ACH Enabled: True 7/1/2022 Farmers Market Token Collection Log - 6/23 & 60.00 07/12/2022 226-45127-431992 Check Total: 60.00 Vendor: 5992 GERTENS Check Sequence: 32 ACH Enabled: False 177241/1) pint Treeage;Quick-Jet kit; l00pk.arbor plugs 1,132.20 07/12/2022 101-46102-422990 177247/d Quik -Jet Air kit; viper needle line exten.; in-line 2,426.10 07/12/2022 101-46102-422990 Check Total: 3,558.30 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 33 ACH Enabled: True 2060602 June 2022 (306) tickets - 1/2 Water 206.55 07/12/2022 601-49440-432770 2060602 June 2022 (306) tickets - 1/2 Sewer 206.55 07/12/2022 602-49490-432770 Check Total: 413.10 Vendor: 1205 GRAINGER INC Check Sequence: 34 ACH Enabled: False 9353654833 Air Filters - Various Sizes (36) 172.56 07/12/2022 701-00000-421990 9354839699 AC Compressor 14.23 07/12/2022 701-00000-421990 9365384495 3 HP Motor 524.10 07/12/2022 701-00000-421990 9365781781 Return 3 HP Motor -493.32 07/12/2022 701-00000-421990 Check Total: 217.57 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5983 GREEN HAVEN FARM MARKET LLC Check Sequence: 35 ACH Enabled: False 7/1/2022 Farmers Market Token Collection Log - 6/30/22 37.00 07/12/2022 226-45127-431992 Check Total: 37.00 Vendor: 5995 SAMUEL GROTE Check Sequence: 36 ACH Enabled: True 06/30/2022 Mileage Reimbursement Pool School (52 miiles) 30.42 07/12/2022 226-45122-433100 Check Total: 30.42 Vendor: 1223 HAWKINS INC Check Sequence: 37 ACH Enabled: True 6211241 (10) chlorine cylinder fee 100.00 07/12/2022 601-49440-421600 6224108 (2) 150 lb. cy.chlorine 1,100.03 07/12/2022 601-49440-421600 Check Total: 1,200.03 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 38 ACH Enabled: True 0067581 -IN Cross Connection Control Program - Insp & Rpt 741.00 07/12/2022 601-49440-431990 Check Total: 741.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 39 ACH Enabled: False 206438 resale- liquor credit inv. #2063359 -8.24 07/12/2022 609-49750-425100 207531 resale- liquor credit inv. #2063359 -2.32 07/12/2022 609-49750-425100 207532 resale- liquor credit inv. #2076452 -26.18 07/12/2022 609-49750-425100 207533 resale- liquor credit inv. #2077734 -4.05 07/12/2022 609-49750-425100 2076798 resale- liquor 1,784.40 07/12/2022 609-49750-425100 2076798 freight 33.00 07/12/2022 609-49750-433300 2078905 resale- liquor 3,993.31 07/12/2022 609-49750-425100 2078905 freight 42.13 07/12/2022 609-49750-433300 2078906 freight 55.13 07/12/2022 609-49750-433300 2078906 resale- wine 1,971.58 07/12/2022 609-49750-425300 2078906 resale- mix 126.95 07/12/2022 609-49750-425400 2078907 resale- beer 54.00 07/12/2022 609-49750-425200 208038 resale - liquor credit inv. # 2077735 -42.00 07/12/2022 609-49750-425300 2081213 resale- liquor 1,848.00 07/12/2022 609-49750-425100 2081213 freight 51.15 07/12/2022 609-49750-433300 2081214 freight 28.06 07/12/2022 609-49750-433300 2081214 resale - wine 1,336.00 07/12/2022 609-49750-425300 2081533 freight 13.20 07/12/2022 609-49750-433300 2081533 resale- wine 545.16 07/12/2022 609-49750-425300 2082471 resale - liquor 7,017.59 07/12/2022 609-49750-425100 2082471 freight 107.29 07/12/2022 609-49750-433300 2082472 freight 82.47 07/12/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 2082472 resale- wine 2,715.00 07/12/2022 609-49750-425300 2082472 resale- wine n/a 144.00 07/12/2022 609-49750-425400 2083720 resale- liquor 3,167.73 07/12/2022 609-49750-425100 2083720 freight 31.54 07/12/2022 609-49750-433300 2083721 resale - wine 551.75 07/12/2022 609-49750-425300 2083721 freight 11.55 07/12/2022 609-49750-433300 2083722 resale - beer 90.00 07/12/2022 609-49750-425200 Check Total: 25,718.20 Vendor: 5993 COREY KAMPSCHROER Check Sequence: 40 ACH Enabled: False 6/27/2022 202128 - Escrow Refund 411.80 07/12/2022 101-00000-220110 Check Total: 411.80 Vendor: 4889 KEN SPAETH MASONRY INC Check Sequence: 41 ACH Enabled: False Rmbrs. 6-28-22 change meter from 1-2" to 2-5/8" 122.09 07/12/2022 601-00000-362411 Rmbrs. 6-28-22 change meter from 1-2" to 2-5/8" 9.00 07/12/2022 601-00000-208100 Check Total: 131.09 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 42 ACH Enabled: False MN190-00101 General EDA- May 2022 506.00 07/12/2022 213-46301-430400 MN190-00159 TIF 1-45 - Block 52 Redevelopment - May 2022 1,936.00 07/12/2022 213-00000-220110 MN190-00163 21TOO 1 - Headwaters Townhomes TIF - May 20: 1,736.00 07/12/2022 213-00000-220110 MN190-00170 21TOO 1 - Headwaters Apartments TIF - May 20: 1,538.00 07/12/2022 213-00000-220110 MN190-00172 TIF 1-44 - Washburn POS Ecomnic Developmer 543.00 07/12/2022 213-00000-220110 MN190-00173 TIF 1-46 - Wiha Tools TIF Project - May 2022 721.00 07/12/2022 213-00000-220110 MN190-00174 TIF 1-45 - Sale Block 52 Redevelopment - May 184.50 07/12/2022 213-00000-220110 Check Total: 7,164.50 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 43 ACH Enabled: True 169463 resale- wine 1,408.00 07/12/2022 609-49750-425300 169463 freight 21.00 07/12/2022 609-49750-433300 Check Total: 1,429.00 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 44 ACH Enabled: False 9309666159 (25) wire connectors 189.87 07/12/2022 101-43127-421990 9309701266 (200) Ty -rap; (100) cable ties; (100) washers 259.25 07/12/2022 101-45201-421990 9309701267 (6) grind wheel; (20) o -ring; (100) cable ties 183.52 07/12/2022 101-43127-421990 Check Total: 632.64 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4989 KEVIN LENHART Check Sequence: 45 ACH Enabled: False 7/1/2022 Performance @ Music on the Mississippi 7/20/2: 2,500.00 07/12/2022 226-45127-431990 Check Total: 2,500.00 Vendor: 3933 CHARLES LONG Check Sequence: 46 ACH Enabled: False 7/1/2022 Famers Market Token Collection Log - 6/23/22 28.00 07/12/2022 226-45127-431992 Check Total: 28.00 Vendor: 5709 BEN LUNDQUIST Check Sequence: 47 ACH Enabled: True Qtr. 2 2022 Qtr. 2 2022 - MontiArts Asst. Director 6,249.99 07/12/2022 101-45204-431990 Check Total: 6,249.99 Vendor: 3896 M & M CARPET & UPHOLSTERY CLEANIN Check Sequence: 48 ACH Enabled: False 1610 Carpet Cleaning @ City Hall, Clean Chairs 1,687.50 07/12/2022 701-00000-431990 Check Total: 1,687.50 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 49 ACH Enabled: True 343968 resale- cigarettes; juice 1,191.02 07/12/2022 609-49750-425500 343968 resale- cigars; tobacco; barware; soda pop 1,420.75 07/12/2022 609-49750-425400 Check Total: 2,611.77 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 50 ACH Enabled: True 476123534 6/24/22 - 7/24/22 - Contract Payment 1,402.27 07/12/2022 702-00000-431990 INV 10079781 Managed IT Services 3,676.63 07/12/2022 702-00000-431900 INV 10080652 Annual Trend Micro Security Subscription Licer 2,774.40 07/12/2022 702-00000-431900 INV 10094571 Service Call - Paper Jam Issues 582.50 07/12/2022 702-00000-431990 Check Total: 8,435.80 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 51 ACH Enabled: False 638480 C0560 - repair to evap. fans in cooler 724.19 07/12/2022 701-00000-440100 Check Total: 724.19 Vendor: 5719 MIDWEST SOUND AND STAGE INC Check Sequence: 52 ACH Enabled: False 7/1/2022 Staging for Music on the Mississippi 7/20/22 375.00 07/12/2022 226-45127-431990 Check Total: 375.00 Vendor: 5578 MINNESOTA CONCRETE LIFTING LLC Check Sequence: 53 ACH Enabled: False AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 06/27/2022 raise sidewalk; patch holes- 4443 & 4449 Eakerr 675.00 07/12/2022 101-43120-440990 Check Total: 675.00 Vendor: 4138 MONTICELLO LIONS Check Sequence: 54 ACH Enabled: False 2022 Sponsor Monticello Lions Brewfest Bronze Level 2022 sl 300.00 07/12/2022 609-49754-434990 Check Total: 300.00 Vendor: 2042 MORRIE'S BUFFALO FORD Check Sequence: 55 ACH Enabled: False 7002819 Deal# 2022 Ford F-350 vin 04852 66,624.00 07/12/2022 703-00000-165010 Check Total: 66,624.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 56 ACH Enabled: True 1352241-00 (4) wheel asm; (4) screw -HH 444.83 07/12/2022 101-45201-422990 Check Total: 444.83 Vendor: 5994 TANYA MUEDEKING Check Sequence: 57 ACH Enabled: True 6/27/2022 Farmers Market Purchase Used Canopy Weights 40.00 07/12/2022 226-45127-421750 Check Total: 40.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 58 ACH Enabled: False 189053 resale - wine 88.00 07/12/2022 609-49750-425300 189053 freight 3.00 07/12/2022 609-49750-433300 Check Total: 91.00 Vendor: 5998 SADIE NIELSEN Check Sequence: 59 ACH Enabled: False June 2022 20.25 hours- June 2022 intern- MontiArts 405.00 07/12/2022 101-45204-431990 Check Total: 405.00 Vendor: 4706 NIGHTHAWK SECURITY Check Sequence: 60 ACH Enabled: False 61405 fire ethemet/LTE communicator; annual fire insl 369.00 07/12/2022 101-45201-431990 Check Total: 369.00 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 61 ACH Enabled: True 7/1/2022 Semi Monthly Contract Payment 1,622.25 07/12/2022 101-42700-431200 Check Total: 1,622.25 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4345 OPG -3 INC Check Sequence: 62 ACH Enabled: False 5730 Laserfiche Additional Licenses (10) 8,393.70 07/12/2022 702-00000-431900 Check Total: 8,393.70 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 63 ACH Enabled: True 3527266 monthly propane cylinger delivery - Shop 45.36 07/12/2022 101-43127-421990 3527688 monthly propane cylinger delivery - Parks 45.36 07/12/2022 101-45201-421990 Check Total: 90.72 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 64 ACH Enabled: True 214310 Food for Concession Resale @ MCC 623.99 07/12/2022 226-45125-425410 Check Total: 623.99 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 65 ACH Enabled: False 6417140 resale- liquor 3,068.83 07/12/2022 609-49750-425100 6417140 freight 41.27 07/12/2022 609-49750-433300 6417141 freight 37.64 07/12/2022 609-49750-433300 6417141 resale - wine 931.86 07/12/2022 609-49750-425300 6417141 resale - mix 324.00 07/12/2022 609-49750-425400 6420065 resale- liquor 531.13 07/12/2022 609-49750-425100 6420065 freight 8.80 07/12/2022 609-49750-433300 6421098 resale- mix 58.00 07/12/2022 609-49750-425400 6421098 resale- liquor 1,494.05 07/12/2022 609-49750-425100 6421098 freight 22.34 07/12/2022 609-49750-433300 6421099 freight 52.83 07/12/2022 609-49750-433300 6421099 resale- wine 1,641.60 07/12/2022 609-49750-425300 6421099 resale- wine n/a 52.00 07/12/2022 609-49750-425400 6422828 freight 2.25 07/12/2022 609-49750-433300 6422829 resale- wine 113.00 07/12/2022 609-49750-425300 6422829 freight 11.25 07/12/2022 609-49750-433300 669817 resale- liquor credit inv. 6397876 -2.25 07/12/2022 609-49750-425100 670510 resale- wine credit inv. 6379098 -15.50 07/12/2022 609-49750-425300 670511 resale- wine credit inv. 6390712 -10.00 07/12/2022 609-49750-425300 670833 resale- wine credit inv. 6405869 -11.00 07/12/2022 609-49750-425300 670834 resale- liquor credit inv. 6417140 -12.00 07/12/2022 609-49750-425100 670850 resale- liquor credit inv. 6417140 -13.00 07/12/2022 609-49750-425100 Check Total: 8,327.10 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 66 ACH Enabled: False 1144 Cleaning Services - June 2022 11,770.00 07/12/2022 701-00000-431100 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 12 Check Total: 11,770.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 67 ACH Enabled: False 7/3/2022 Postage Purchased 6/29/22 1,000.00 07/12/2022 101-00000-155010 7/3/2022 Postage for Titles, Registrations etc. (10) 168.34 07/12/2022 653-41990-432200 7/3/2022 Ink for Postage Machine 216.65 07/12/2022 101-41310-421990 Check Total: 1,384.99 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 68 ACH Enabled: False P5357314 headset- order # 041192 257.99 07/12/2022 101-43120-421990 P5375314 headset - order #042180 257.99 07/12/2022 101-43120-421990 Check Total: 515.98 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 69 ACH Enabled: False 462455 License Fees - Sewer Pipeline Crossing 10/22-1( 313.34 07/12/2022 602-49490-431990 462459 License Fees - 10/17/22-10/16/23 - Lic #306059 313.34 07/12/2022 663-49200-431990 Check Total: 626.68 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 70 ACH Enabled: True A42148 Re Key Doors 19 & 20, Keys (4) 163.50 07/12/2022 101-41940-421990 Check Total: 163.50 Vendor: 5791 WILLIAM SCHINDELE Check Sequence: 71 ACH Enabled: True 2022 boots boot reimbursement 2022 90.00 07/12/2022 101-45201-421990 Check Total: 90.00 Vendor: 4194 JENNIFER SCHREIBER Check Sequence: 72 ACH Enabled: True 6/22/2022 Reimbursement - Candy for Walk & Roll 26.37 07/12/2022 101-41310-421990 Check Total: 26.37 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 73 ACH Enabled: False 7/1/2022 Farmers Market Token Collection Log - 6/23/22 173.00 07/12/2022 226-45127-431992 Check Total: 173.00 Vendor: 4213 SCR - ST. CLOUD REFRIDERATION, INC Check Sequence: 74 ACH Enabled: False W76811 troubleshoot dehumidifier tripping breaker- reply 338.60 07/12/2022 601-49440-440100 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 13 Check Total: 338.60 Vendor: 4148 SHERWIN WILLIAMS CO. #3442 Check Sequence: 75 ACH Enabled: False 2630-0 Paint 1 Gallon 43.16 07/12/2022 701-00000-421990 Check Total: 43.16 Vendor: 5996 CHRISSY SIERRA Check Sequence: 76 ACH Enabled: False 7/1/2022 Farmers Market Token Collection Log - 6/9 & 6i 68.00 07/12/2022 226-45127-431992 Check Total: 68.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 77 ACH Enabled: False 2226623 resale - liquor 2,265.74 07/12/2022 609-49750-425100 2226623 freight 21.23 07/12/2022 609-49750-433300 2226624 freight 9.80 07/12/2022 609-49750-433300 2226624 resale - wine 437.71 07/12/2022 609-49750-425300 2229462 freight 18.79 07/12/2022 609-49750-433300 2229462 resale- liquor 2,126.34 07/12/2022 609-49750-425100 2229463 resale- wine 824.75 07/12/2022 609-49750-425300 2229463 freight 21.00 07/12/2022 609-49750-433300 37073 resale- wine credit inv. # 2218565 -78.00 07/12/2022 609-49750-425300 37073 freight credit inv. # 2218565 -1.40 07/12/2022 609-49750-433300 Check Total: 5,645.96 Vendor: 5989 SP3,LLC Check Sequence: 78 ACH Enabled: True w-152958 resale - beer dba - Pequod Distrib. 638.00 07/12/2022 609-49750-425200 Check Total: 638.00 Vendor: 4513 AARON STAEHNKE Check Sequence: 79 ACH Enabled: True 7/1/2022 Farmers Market Token Collection Log - 6/23/22 58.00 07/12/2022 226-45127-431992 Check Total: 58.00 Vendor: 1512 SYLVA CORPORATION INC LB 7958 Check Sequence: 80 ACH Enabled: False 73244 (20) CY colored mulch 468.60 07/12/2022 101-45201-422500 73269 (20) CY colored mulch 468.60 07/12/2022 101-45201-422500 Check Total: 937.20 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 81 ACH Enabled: True 71775201 CS ind. chemical; (2) drill bit; (2) armor sleeve; 326.98 07/12/2022 101-43127-421990 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 14 Check Total: 326.98 Vendor: 4859 TRIO SUPPLY COMPANY Check Sequence: 82 ACH Enabled: False 771220 (8) cs. can liner; (2) cs. t. tissue; (2) cs. pap. twls 543.33 07/12/2022 101-45201-421990 771220 sales tax removed - tax exempt -18.81 07/12/2022 101-45201-421990 Check Total: 524.52 Vendor: 3783 ULINE Check Sequence: 83 ACH Enabled: False 150519857 cs. cups; 20ct. sponge; 12 ct. cleaning pads; (2) I 317.06 07/12/2022 701-00000-421990 Check Total: 317.06 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 84 ACH Enabled: True 2942990 resale - soda pop 903.55 07/12/2022 609-49750-425400 Check Total: 903.55 Vendor: 1684 VINOCOPIA Check Sequence: 85 ACH Enabled: True 307031 resale- wine 128.00 07/12/2022 609-49750-425300 307031 resale- mix 24.00 07/12/2022 609-49750-425400 307031 resale- liquor 365.50 07/12/2022 609-49750-425100 307031 freight 12.50 07/12/2022 609-49750-433300 307032 resale- liquor 60.00 07/12/2022 609-49750-425100 307634 resale- liquor 166.00 07/12/2022 609-49750-425100 307634 resale- mix 24.00 07/12/2022 609-49750-425400 307634 freight 5.00 07/12/2022 609-49750-433300 Check Total: 785.00 Vendor: 1555 VONCO II LLC Check Sequence: 86 ACH Enabled: False V20000068274 (6.47) TN street sweeping disposal 82.46 07/12/2022 652-49882-431990 Check Total: 82.46 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 87 ACH Enabled: True 10644 Labor - Replace Light Fixture in Pool Area 233.75 07/12/2022 701-00000-440100 10644 Parts - RAB Round Pool Light 752.00 07/12/2022 701-00000-440100 Check Total: 985.75 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 88 ACH Enabled: False 7384664 resale- wine 543.26 07/12/2022 609-49750-425300 7384664 freight 7.02 07/12/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 7385085 resale- wine 1,609.00 07/12/2022 609-49750-425300 7385085 freight 28.06 07/12/2022 609-49750-433300 Check Total: 2,187.34 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 89 July Monthly Storage Rent (1/2) 300.00 07/12/2022 101-43120-443990 July Monthly Storage Rent (1/2) 300.00 07/12/2022 101-43125-443990 Check Total: 600.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 90 R014511-000 24 Downtown Redevelopment Project - May 2022 772.50 07/12/2022 213-46301-431993 R016875-000 12 200005 PRELIM - Monticello WTP Feasibilty S 3,153.00 07/12/2022 601-49440-430300 R017879-000 5 202222 - Haven Ridge 2nd Final Plat - May 202: 1,230.25 07/12/2022 101-00000-220110 R019376-000 7 21C007 - The Pointes at Cedar - May 2022 33,876.25 07/12/2022 400-43300-453010 R019573-000 6 22C003 - School Blvd SRTS Project - May 2022 1,513.50 07/12/2022 400-43300-459024 R019581-000 5 2022 Maps - May 2022 2,073.00 07/12/2022 101-43115-430300 R019582-000 3 2022 GIS Support Services - May 2022 567.00 07/12/2022 702-00000-431990 R019645-000 4 2022 WCA Services - May 2022 687.50 07/12/2022 101-43115-430300 R019675-000 5 2022 Economic Development Services - May 20 1,059.00 07/12/2022 213-46301-431993 R019886-000 3 202210 - Block 52 Development - May 2022 511.00 07/12/2022 101-00000-220110 R020078-000 3 202215 - Featherstone 6th Development - May 2 4,481.75 07/12/2022 101-00000-220110 R020085-000 2 202216 - Headwaters West Development - May : 1,688.00 07/12/2022 101-00000-220110 R020348-000 2 22C004 - Block 52 ARM Assessment - May 202 11,226.00 07/12/2022 213-46301-431990 R020357-000 2 22C004 - Block 52 Structural Assessment Phase 15,251.75 07/12/2022 213-46301-431990 Check Total: 78,090.50 Total for Check Run: 477,401.08 Total of Number of Checks: 90 The preceding list of bills payable was reviewed and approved for payment. Date: 7/11/22 Approved by: Mayor Lloyd Hilgart ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (07/06/2022 - 2:35 PM) Page 15 City Council Agenda: 7/11/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTE Motion to approve new hires and departures for City departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees Name Melissa Gallagher Name Stephanie Huston NEW EMPLOYEES Title Department Hire Date Clerk Liquor Store 6/20/22 Voluntary TERMINATING EMPLOYEES Reason New Hire and Terms City Council 2022: 7/6/2022 Department Effective Date Liquor Store 6/30/22 Class PT Class PT City Council Agenda: 7/11/2022 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 7/11/2022 2D. Consideration of adopting Resolution 2022-75 appointing election judges to serve for the August 9, 2022 Primary election and November 8, 2022 General Election Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-75 appointing election judges to serve for the 2022 primary and general elections. REFERENCE AND BACKGROUND Minnesota State Statue 2046.21 requires cities to appoint election judges to serve at primary and general elections. A Head Judge should also be designated as part of the appointment. The appointment of the judges is contingent upon them completing the necessary training, which is required every two years. Training is conducted by Wright County. We currently are appointing 47 judges, including City staff. The list includes people who signed up at caucuses and were provided to us from the County. These individuals must be appointed first before any additional judges can be appointed. In addition to the judges appointed as part of the recommended resolution, staff anticipate the need for additional judges to work during the general election and are continuing to recruit. I. Budget Impact: Election judge compensation is included in the 2022 budget. II. Staff Workload Impact: The City Clerk and Administrative Assistant will be involved with elections to a greater degree than other staff. As it gets closer to the Primary and General Election, it is anticipated that more time will be spent on elections, including some over time by staff. It should be noted that State Election laws mandate certain hours for absentee and regular voting, some of which fall outside of regular City work hours. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting the resolution appointing election judges. SUPPORTING DATA • Resolution 2022-75 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-75 RESOLUTION ADOPTING ELECTION JUDGES AND APPOINTING ELECTION JUDGES FOR THE AUGUST 9, 2022 PRIMARY ELECTION AND NOVEMBER 8, 2022 GENERAL ELECTION WHEREAS, the City Council of the City of Monticello is required by MS 2046.21, Sec. 2, to officially approve the appointment of election judges; and WHEREAS, the Monticello City Council hereby adopts the judges listed on the attached Exhibit A, hereto attached, as the official judges for the August 9, 2022 Primary Election and November 8, 2022 General Election with the understanding that amendments may be necessary to the appointments in order to fill vacancies and meet party requirements. NOW, THEREFORE, BE IT RESOLVED, by the City Council of Monticello that the names listed on Exhibit A, hereto attached, are the official Election Judges for the City of Monticello for the 2022 Primary and General Elections. ADOPTED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO ON THIS 11th DAY OF JULY, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk ELECTION JUDGES - 2022 Election Cycle (Primary/General) as of July 7, 2022 name address Role Cindy Anderson Monticello Head Judge Fred Anderson Monticello Head Judge Marge Arndt Monticello Judge John Barthel Monticello Head Judge Mary Barthel Monticello Judge Mike Beck Monticello Judge Darlene Benjamin Monticello Judge David Benjamin Monticello Judge Julie Cheney Staff/Judge Agnes DeMarais Monticello Judge Janet Doucette Monticello Judge Roseann Duran Monticello Head Judge Jeanette Ecklund Monticello Judge Tracy Ergen Monticello Staff/Lead Judge Keri Erickson Monticello Judge John Falenschek Monticello Judge Gretchen Frederick Monticello Judge Tom Frederick Monticello Judge Carolyn Granger Monticello Staff/Judge Beth Green Staff/Lead Judge Sherri Hackenmueller Monticello Judge Alyssa Hanson Monticello Judge Brenda Harkman Monticello Judge Iris Marie Hoglund Harris Monticello Judge Roger Hedtke Monticello Judge Sue Hedtke Monticello Judge Ashley Hoff St. Paul Judge Elizabeth Honer Monticello Judge Lois Holtberg Monticello Judge Lorene Kothenbeutel Monticello Judge Vicki Leerhoff Staff/Head Judge Eric Leonard Monticello Judge Rachel Leonard Staff/Head Judge Elizabeth Linrud Staff/Lead Judge Danielle Murdoff Monticello Lead Judge Frank Opay Monticello Judge Joan Opay Monticello Judge Cindy Rademacher Monticello Lead Judge Jennifer Schreiber Election Admin/Judge Scott Schreiber Sauk Rapids Judge Barbara Smida Monticello Judge Tammy Smith Monticello Judge name address Role Hayden Stensdgard Monticello Staff Patricia Sonju Thielman Monticello Judge Sandy Thurber Monticello Judge George Vanderloop Monticello Judge Teri Willenbring Monticello Judge City Council Agenda: 07/11/2022 2E. Consideration of approving a Special Event Permit for the Monticello VFW, including use of City equipment for an event to be held on August 20, 2022 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 07/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director City Administrator ACTION REQUESTED Motion to approve the special event permit for the Monticello VFW for an event to be held on August 20, 2022. REFERENCE AND BACKGROUND The Monticello VFW submitted a special event permit application for Saturday, August 20, 2022. The event is proposed as an all -day event. The VFW is requesting use of 6 or 7 large garbage cans and 25 picnic tables for their outdoor activities. Event activities are scheduled outside their building, including two bands which will begin around 4:30 p.m. and end by 7:30 p.m. They will be utilizing smaller tents, therefore no requirement of a tent permit. The Parks Department delivers and picks up the items as requested. Budget Impact: N/A II. Staff Impact: Estimated four hours of Parks staff time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the special event permit as requested. SUPPORTING DATA • Application CITY OF MonticcRo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . infoggi.monticello.mmus 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. I OXD� 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 INFORMATION Property Address Property Legal Description Property ID Number j j '3 ' _ PROPERTY OWNER INFORMATION Owner Name • s f 8 i 3 / Owner Addresst26_33_-,?q7�3?4rl� T4 . Owner Phone Owner Email 9 ?2 0 Q , `/., ,p APPLICANT INFORMATIO Applicant Name ' Applicant Address S), n cam- Applicant Phone "I Z.P e 5- ?::;_1 Applicant Email Vc -1 __ - Name of Event Location/Address of Event Dates & Times of Event}�1-r� 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. I OXD� 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 2 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. (fin ture) (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 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 3 Summerfest 2022 Timeline of events 8am- VFW, Registration and Silent Auction will open. There will be a motorcycle ride that will leave the post at approximately 10:30am- 11am and return to the post around 4:30-5pm. We will have 2 bands present during our event. One will be starting about 4:30pm outside in our parking lot and finishing up about 7-7:30pm and the other will be inside of our venue starting at approximately 8-8:30pm. This is a free event for the public to come and enjoy the silent auction, dunk tank, live music and comradery with fellow patrons for the evening. For our event we are requesting use of garbage cans and picnic tables from the city for the outside during our outdoor activities. We would like to use 25 picnic tables, and 6 or 7 large size garbage cans. Thankyou Kim Petersen General Manager USS Dorchester VFW Post 8731 vfwpost8731@gmail.com Office: 763-295-3792 Cell: 612-219-9576 City Council Agenda: 7/11/2022 2F. Consideration of approving an application for a temporary gambling permit for a raffle and bingo to be conducted by the Wright County Ducks Unlimited, Chapter 39 on September 12, 2022 at the Monticello VFW, 713 S. Cedar Street Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the temporary gambling permit for the Wright County Ducks Unlimited, Chapter 39 for an event on September 12, 2022. REFERENCE AND BACKGROUND The Wright County Ducks Unlimited has applied for a temporary charitable gambling permit for a raffle to be held on September 12, 2022. The event is being held at the Monticello VFW, 713 S. Cedar Street. The permit will allow for bingo and for a raffle to be held. To receive a permit from the State, the City must approve the application. STAFF RECOMMENDED ACTION City staff recommends approval of the temporary gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/22 Page 1 of 4 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organizcltl9nt i � , (�j, % �]. ,� �/ / Previous Gambling 010 / o/.1 ^ a 1 - ON— Name: 1r� f� owl J/VJ-1 l�kl�t�.iKd' i^ ilw Permit Number: X- ay� Minnesota Tax ID Federal Employer ID Number, if any: Number (FEIN), if any: ,e r w Mailing Address: v` V e�''l `' ,�2 City: $tate: ��y/ _L v Zip: Mt l County: Name of Chief Executive Officer (CEO): CEO Daytime Phone: &A -0_ 7 —/ CEO Email: (A �,e C- �� (permj it be emailed to 1.is email address unless otherwise indicated below) Email permit to (if other than the CEO): V �'J�✓`1� CU al_, NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans N�—Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) F-1 A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F-1 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Ce ( o 3 Physical Address (do not use P.O. box): �7 f' � �• � y v Check one: MCity+� toi Zip: County:Logni +0� F]Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing):-5�0 kilo 4C Check each type of gambling activity that your organization will conduct: IV Bingo a Paddlewheels = Pull -Tabs = Tipboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/22 Paqe 2 of 4 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises F-] located within city limits located in a township The application is acknowledged with no waiting period. FIThe application is acknowledged with no waiting period. ❑The application is acknowledged with a 30 -day waitingF1The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. F-1 The application is denied. F-1 The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information submitting application to the deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart - Gambling Control Board. This form will be made Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this applicat' is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned a Board vµi in 30 da o Chief Executive Officer's Signature: Date: na ure must be.CEO's signature; designee may not sign) AI.0LPrint Name:c L 4,.P REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. Only one application is required if one or more raffle drawings are application fee (non-refundable). If the application is postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: A financial report form will be mailed with your permit. Complete To: Minnesota Gambling Control Board and return the financial report form to the Gambling Control 1711 West County Road B, Suite 300 South Roseville, MN 55113 Board. Your organization must keep all exempt records and reports for Questions? Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. uata privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 7/11/2022 2G. Consideration of authorizing a payment to the Coalition of Utility Cities (CUC) for Monticello's share of the 2022-2023 membership dues in the amount of 544.755 Prepared by: Meeting Date: ® Consent Agenda Item City Administrator 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director N/A ACTION REQUESTED Motion to authorize payment of 2022-23 membership dues to the Coalition of Utility Cities in the amount of $44,755. REFERENCE AND BACKGROUND The Coalition of Utility Cities (CUC) is comprised of communities that host nuclear and coal generation facilities. By combining resources, the host communities maintain a coordinated, unified voice at the State Legislature on issues of common concern. The 2022-23 dues amounts were discussed at the annual meeting on June 21, 2022. Taking into consideration recent budgets and expected workload, the organization voted to maintain the same budget as last year. The allocation of dues includes a base fee split evenly among the 7 participating cities with the remainder of the allocation split based on the power plant market value in each jurisdiction. Since the value of the utility in Monticello decreased for taxes payable in 2022, Monticello's membership dues will decrease slightly for the coming year. The total due for 2022-23 is $44,755. The pace of the Coalition's work is not anticipated to decline in the coming year, rather the group seeks to build on recent successes with additional efforts to benefit host communities. I. Budget Impact: $44,755 from the administration department in the General Fund. II. Staff Impact: Periodic, scheduled meetings occur approximately three times per year, attended by the City Administrator and/or her designee. Additional meetings are scheduled as needed to update the group on legislative action or other information. III. Comprehensive Plan Impact: STAFF RECOMMENDED ACTION City staff recommends authorizing a payment to the Coalition of Utility Cities for Monticello's share of the 2022-2023 membership dues in the amount of $44,755. City Council Agenda: 7/11/2022 SUPPORTING DATA A. Coalition of Utility Cities Invoice B. 2022-23 CUC Budget Memo City of RE BILL TO CITY MANAGER/ADMINISTRATOR CITY OF MONTICELLO 505 WALNUT ST #I MONTICELLO, MN 55362 DATE rNVOICE NO 6/21/2022 0100705 DESCRIPTION I QUANTITY I EFFECTIVE RATE I AMOUNT I DISCOUNT I CREDIT PREVIOUS OUTSTANDING BALANCE 2022 DUES - 2022 COALITION OF UTILITY CITIES DUES: COALITION OF UTILITY 1.00 CITIES -DUES 0. V D i_! N ?i, 2022 44,755.00 44,755.00 INVOICE TOTAL: 44,755.00 0.00 0.00 0.00 0.00 DUE DATE 7!21!2022 BALANCE 0.00 4.1,755.00 44,755.00 PLEASE DETAC14 BOTTOM PORTION & REMIT WITH YOUR PAYMENT For questions please contact us at (651) 385-3600 DUE DATE INVOICE NO Customer Name: CITY MANAGER/ADMINISTRATOR CITY OF MONTICELLO 7/21/2022 0100705 Customer No: 012498 Account No: 0000999 - Coalition of Utility Cities Dues Please remit payment by the due date to: City of Red Wing Invoice Total: 44,755.00 315 West 4th Street Discounts: 0.00 Red Wing, MN 55066 Credit Applied: 0.00 Ending Balance; 44,755.00 INVOICE BALANCE: $44,755.00 AMOUNT PAID: Recker + Cohasset + Granite Falls + Hoyt Lakes + Monticello + Oak Park Heights + Red Wing 2022-23 Budget Memo Introduction Last year, after many consecutive years of increased activity, CUC's budget was reaching a bit of a crossroads. The group was no longer sitting on sizable budget reserves as it sometimes has in the past, was occasionally expending up to its approved budget or exceeding its approved budget, and Flaherty & Hood had written off overages in some recent years. With plants heading toward retirement, our level of activity at the legislature and in other venues only projects to increase, and CUC membership made the decision to increase its budget and member dues assessments. At CUC's annual meeting in June 2021, the group approved total member assessments of $175,000 and approved an expenditure budget of $165,000. The Treasurer's Report attached to this document reflects, CUC's expenditures from July 1, 2021 through May 31, 2022 total $126,660.19 (with one month remaining in CUC's fiscal year). With estimated expenditures of $11,514.56 for the month of June, CUC is on pace to expend an estimated $138,174.75 of its $165,000 approved budget for 2021-22. Between the $14,163.98 beginning cash balance and the balance of the 2021-22 budget, CUC projects to end this fiscal year with $47,871.23 in unrestricted cash. 2021-22 budget status and looking ahead As the Treasurer's Report from CUC treasurer Marshall Hallock reflects, it appears that the budgetary direction the group set last year seems to have been successful at accomplishing a couple of goals. First, CUC had sufficient resources to cover the needs of a busy year, which included an active legislative session, the concluding phases of Xcel's IRP, the Midwestern Governors Association, and the early phases of working with DEED to set up and participate in the Energy Transition Office and Advisory Committee. Second, the group invested sufficiently last year that it is not in the difficult position it has been in some years, where expenditures have exceeded collections or write-offs are necessary. Instead, CUC is in a position of strength, where its budgetary situation appears consistent with the level of activity projected in the coming year without need for significant adjustments or membership dues increases. 2022-23 projects to be just as busy of a year, if not busier than the previous one. While we may see a slightly reduced workload in terms of policy research and development before session since items like the CET Grant proposal and transition aid have already been reasonably well vetted and will enter next session as "unfinished business." other aspects of CUC's work will likelv more than make un for that. We anticipate a very busy summer and fall interacting with the Energy Transition Office and Advisory Committee as recommendations and the Energy Transition Plan come together. The Department of Revenue is also preparing to continue its Rule 8100 stakeholder process. Moreover, between retirements and other turnover, the 2022 election will require us to educate and re-educate new and old legislators on our issues. The 2023 legislative session will be extremely active as we work to pass transition aid, grant funding, and advance other legislation. Legislative turnover could also put CUC on the defensive. Some legislators have goals of eliminating or capping the RDA, advancing various tax cuts for utilities Budget Recommendation Based on the factors laid out above, Flaherty & Hood's staff recommendation to the CUC is to stay the course relative to last year's budgetary direction by approving member assessments of $175,000 and approved expenditures not to exceed $165,000, while carrying forward the unrestricted cash balance. This approach should also keep member dues relatively stable year-to-year. It should be noted that there will be some shifting in member dues for two primary reasons. First, the City of Fergus Falls chose to exit the Coalition last year after just a few years of membership, citing that the plant in their community had already closed. Second, because CUC's dues are based in part on each community's share of electric generating machinery, year-to-year fluctuations in those values can also have some impact on dues. A document reflecting CUC member dues on a $175,000 total assessment is attached. City Council Agenda: 07/11/2022 2H. Consideration of approving installation of security cameras at West Bridge, East Bridge, Ellison, and Pioneer parks for a not -to -exceed amount of $38,000. Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 07/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: IT Technician City Administrator ACTION REQUESTED Motion to approve installation of security cameras at West Bridge, East Bridge, Ellison, and Pioneer parks for a not -to -exceed amount of $38,000. REFERENCE AND BACKGROUND The safety of staff and the public is a City priority when evaluating investments in security technology. Staff is committed to balancing cost-effective solutions with the value of a high- quality, reliable system. In addition, staff believes in the merits of consistent technology across the various City facilities and have been gradually implementing a city-wide transition to a unified system since 2019. The first step toward the new system was during the construction of the new fire station and emergency operations center (EOC). The City selected Russell Security Resource, Inc. (Russell's) to provide secure technology for the facility, including all camera hardware and system software. The second step of the transition was completed in 2021 during the DMV relocation; the City used the same vendor for required security at the new location. Council approved continuing the transition with the planned security camera upgrades at Hi -Way Liquors and the Monticello Community Center in February of this year. Now staff recommends installing cameras at four of the City's larger parks as the final piece of budgeted security camera purchases in 2022. Given a vendor has already been established, staff requested a quote from Russell's for the scope of work rather than obtaining quotes from multiple vendors. The City's parks currently do not have security cameras installed. Adding security cameras will act as a deterrent to vandalism and damage in the parks. Staff is requesting to place cameras at the following parks since these parks are more heavily used by residents and more targeted parks for mischief. • West Bridge • East Bridge City Council Agenda: 07/11/2022 • Ellison • Pioneer The proposed parks will have a recorder onsite with its own separate internet connection and will not connect into the City's main network. It is unknown at this time if additional costs for network infrastructure (for example, installation of switches) will be required. However, such costs will be identified as installation progresses and are anticipated to be less than $5,000. I. Budget Impact: $38,000 in the IT Fund. The IT Fund has built up a modest level of reserves which will be used to fund this purchase up front, and charges will be billed back to the benefitting funds over time. $51,400 was budgeted in 2022 for this purchase, but the charges to the Parks department in the General Fund will be adjusted to reflect the actual cost of the purchase. II. Staff Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approval of installation of security cameras at West Bridge, East Bridge, Ellison, and Pioneer parks for a not -to -exceed amount of $38,000. SUPPORTING DATA • Quotes — Russell's Security Resource, Inc. R"4e& L LOCK -gv ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 5/9/2022 5643 Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for West Bridge Park in Monticello. Involves a recorder onsite, then utilizing two line of site wireless access points connected to additional hardened PoE network switches, one mounted on light pole the other on pole by playground. 1 Avycon 16 Channel Recorder HN516E2N 1 Seagate Skyhawk 8TB Hard Drive 4:: High Power Indoor/Outdoor Point to Point Wireless 4 Outdoor Bracket for Wireless 3Altronix Hardened 5 Port POE Switch 1 ' AVYCON H.265 4MP 2.8mm Fixed Vandal Dome IP Camera (Interior Camera) 2::4 MP Eyeball Camera, 2.8mm (Exterior Camera) 1:: 5MP 180 Degree Camera (Pole Mounted General View) 2 5MP 2.8-12mm Bullet Camera (Playground Camera and Under Bridge View) 2 Junction box for Bullet Camera 7:: Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch and Pole Locations Done by Others. **** Lift Rental Not Included If Necessary. **** Network and Camera Available Addresses Supplied by Others. ****This project is required if network is desired at East Bridge Park. E............................................:.....................................................................................................................................................................................................................................: Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $11,134.16 Sales Tax (0.0%) $0.00 Total $11,134.16 P.O. No. Terms Rep Due on receipt STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for West Bridge Park in Monticello. Involves a recorder onsite, then utilizing two line of site wireless access points connected to additional hardened PoE network switches, one mounted on light pole the other on pole by playground. 1 Avycon 16 Channel Recorder HN516E2N 1 Seagate Skyhawk 8TB Hard Drive 4:: High Power Indoor/Outdoor Point to Point Wireless 4 Outdoor Bracket for Wireless 3Altronix Hardened 5 Port POE Switch 1 ' AVYCON H.265 4MP 2.8mm Fixed Vandal Dome IP Camera (Interior Camera) 2::4 MP Eyeball Camera, 2.8mm (Exterior Camera) 1:: 5MP 180 Degree Camera (Pole Mounted General View) 2 5MP 2.8-12mm Bullet Camera (Playground Camera and Under Bridge View) 2 Junction box for Bullet Camera 7:: Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch and Pole Locations Done by Others. **** Lift Rental Not Included If Necessary. **** Network and Camera Available Addresses Supplied by Others. ****This project is required if network is desired at East Bridge Park. E............................................:.....................................................................................................................................................................................................................................: Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $11,134.16 Sales Tax (0.0%) $0.00 Total $11,134.16 R"4e& L LOCK -gtj ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 5/9/2022 5645 Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for East Bridge Park in Monticello. Involves utilizing the West Bridge network with wireless point to point from East Bridge Park to West Bridge Park's pole, providing support for two network cameras. 2:: High Power Indoor/Outdoor Point to Point Wireless 2Outdoor Bracket for Wireless 1 Altronix Hardened 5 Port POE Switch 2 5MP 2.8-12mm Bullet Camera 2 Junction box for Bullet Camera 4:: Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Price Based on West Bridge Location being installed as network is supplied by West Bridge location. **** Line Voltage Brought to Switch and Pole Location Done by Others. **** Network and Camera Available Addresses Supplied by Others. **** Lift Rental Not Included If Necessary. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $4,308.58 Sales Tax (0.0%) $0.00 Total $4,308.58 P.O. No. Terms Rep Due on receipt STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for East Bridge Park in Monticello. Involves utilizing the West Bridge network with wireless point to point from East Bridge Park to West Bridge Park's pole, providing support for two network cameras. 2:: High Power Indoor/Outdoor Point to Point Wireless 2Outdoor Bracket for Wireless 1 Altronix Hardened 5 Port POE Switch 2 5MP 2.8-12mm Bullet Camera 2 Junction box for Bullet Camera 4:: Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Price Based on West Bridge Location being installed as network is supplied by West Bridge location. **** Line Voltage Brought to Switch and Pole Location Done by Others. **** Network and Camera Available Addresses Supplied by Others. **** Lift Rental Not Included If Necessary. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $4,308.58 Sales Tax (0.0%) $0.00 Total $4,308.58 R"4e& L LOCK -gtj ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 5/9/2022 5650 Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for Ellison Park in Monticello. Involves a onsite recorder and point to point wireless with two cameras on pole by boat landing and two cameras on pole by gazebo and 180 degree camera on new bathroom. 1 Avycon 8 Channel Recorder HN808 1 Seagate Skyhawk 8TB Hard Drive 4:: High Power Indoor/Outdoor Point to Point Wireless 4 Outdoor Bracket for Wireless 3Altronix Hardened 5 Port POE Switch 1 ' 5MP 180 Degree Camera 4 :: 5MP 2.8-12mm Bullet Camera 4': Junction box for Bullet Camera 8 Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch and Pole Locations Done by Others **** Network and Camera Available Addresses Supplied by Others **** Lift Rental Not Included If Necessary. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $10,089.16 Sales Tax (0.0%) $0.00 Total $10,089.16 P.O. No. Terms Rep Due on receipt STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for Ellison Park in Monticello. Involves a onsite recorder and point to point wireless with two cameras on pole by boat landing and two cameras on pole by gazebo and 180 degree camera on new bathroom. 1 Avycon 8 Channel Recorder HN808 1 Seagate Skyhawk 8TB Hard Drive 4:: High Power Indoor/Outdoor Point to Point Wireless 4 Outdoor Bracket for Wireless 3Altronix Hardened 5 Port POE Switch 1 ' 5MP 180 Degree Camera 4 :: 5MP 2.8-12mm Bullet Camera 4': Junction box for Bullet Camera 8 Pole Mount Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch and Pole Locations Done by Others **** Network and Camera Available Addresses Supplied by Others **** Lift Rental Not Included If Necessary. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $10,089.16 Sales Tax (0.0%) $0.00 Total $10,089.16 R"4e& L LOCK -gtj ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 5/9/2022 5653 Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for Pioneer Park in Monticello. Involves connecting recorder to existing Fiber network, then installing seven network cameras. Two cameras will watch the bathrooms, one in concession, one under each canopy/sitting area one off Cupola and one off west facing gable end.. 1 Avycon 8 Channel Recorder HN808 1 Seagate Skyhawk 8TB Hard Drive 2 6 5MP 180 Degree Camera (Under Canopies) 1 AVYCON H.265 4MP 2.8mm Fixed Vandal Dome IP Camera (Concession) 4 € 5MP 2.8-12mm Bullet Camera 4:: Junction box for Bullet Camera Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch Done by Others Network and Camera Available Addresses Supplied by Others Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $7,262.00 Sales Tax (0.0%) $0.00 Total $7,262.00 P.O. No. Terms Rep Due on receipt STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Cameras for Pioneer Park in Monticello. Involves connecting recorder to existing Fiber network, then installing seven network cameras. Two cameras will watch the bathrooms, one in concession, one under each canopy/sitting area one off Cupola and one off west facing gable end.. 1 Avycon 8 Channel Recorder HN808 1 Seagate Skyhawk 8TB Hard Drive 2 6 5MP 180 Degree Camera (Under Canopies) 1 AVYCON H.265 4MP 2.8mm Fixed Vandal Dome IP Camera (Concession) 4 € 5MP 2.8-12mm Bullet Camera 4:: Junction box for Bullet Camera Conduit Wire and Misc Connectors Labor, Installation, Wiring, System Integration/Set Up and Training Included **** Line Voltage Brought to Switch Done by Others Network and Camera Available Addresses Supplied by Others Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $7,262.00 Sales Tax (0.0%) $0.00 Total $7,262.00 City Council Agenda: 7/11/2022 21. Consideration of approving quote from MP Nexlevel, LLC to relocate FiberNet utilities for the Block 52 redevelopment for $58,749.89. Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director, Community Development City Administrator Director ACTION REQUESTED Consideration of approving a quote from MP Nexlevel for to relocate FiberNet utilities for the Block 52 redevelopment for $58,749.89. REFERENCE AND BACKGROUND Several utilities need to be relocated to facilitate construction of the proposed mixed-use development on the EDA -owned parcels in Block 52. Relocation is planned to occur in conjunction with both the public Downtown Roadway and Pedestrian Improvements and the private redevelopment on the block. The proposed contract will relocate FiberNet lines and pedestals, so they are not in conflict with the mixed-use redevelopment and the Walnut connection to River. The project will consist of relocating the services to two existing buildings on Block 52. The project will also move the vault near River and Walnut Streets to accommodate the parking lot grade changes and Walnut Street connection. To complete these relocations additional fiber has to be run along Walnut Street to connect to the existing fiber system. For the relocation of FiberNet in connection with the Block 52 development, City staff worked with Arvig to develop plans and specification for the fiber utility relocation. Quotes were solicited from seven companies and three quotes were received: • MP Nexlevel, LLC -$58,749.89 • Michaels Inc. - $90,789.09 • Castrejon Inc. Underground Utilities - $76,342.80 Budget Impact: -This project will be funded from the Fiber Optics Fund. II. Staff Workload Impact: Staff from the city and Arvig will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A City Council Agenda: 7/11/2022 STAFF RECOMMENDED ACTION City staff recommends approval of a quote from MP Nexlevel, LLC to relocate FiberNet facilities for redevelopment on Block 52. SUPPORTING DATA • Quote Tabulation MP Nexlevel Unit price MP Nexlevel Extension Castrejon Unit price Castrejon Extension Michels Unit price Michels Extension 1 PULL CABLE& TRACER WIRE THROUGH EXISTING DUCT LF 3,430 $ 1.55 $ 5,316.50 $ 4.20 $ 14,406.00 $ 1.70 $ 5,831.00 2 FURNISH AND INSTALL 144 STRAND FIBER BF0144 LF 1,278 $ 3.35 $ 4,281.30 $ 5.90 $ 7,540.20 $ 3.45 $ 4,409.10 3 FURNISH AND INSTALL SDR111.25" HDPE DUCT LF 236 $ 16.01 $ 3,778.36 $ 14.75 $ 3,481.00 $ 17.94 $ 4,233.84 4 FURNISH AND INSTALLSDR11 (2) 1.25" HDPE duct LF 1,016 $ 16.01 $ 16,266.16 $ 16.50 $ 16,764.00 $ 17.94 $ 18,227.04 5 Fusion SPLICING EA 288 $ 1.04 $ 299.52 $ 45.00 $ 12,960.00 $ 35.00 $ 10,080.00 6 CONNECT INTO EXISTING PEDESTAL/VAULT EA 4 $ 322.89 $ 1,291.56 $ 450.00 $ 1,800.00 $ 200.00 $ 800.00 7 FURNISH AND INSTALL 24X36X36 VAULT WITH 8' GROUND RODS EA 1 $ 1,456.97 $ 1,456.97 $ 3,500.00 $ 3,500.00 $ 1,920.39 $ 1,920.39 8 FURNISH AND INSTALL 22 Tier Split Top Lid EA 1 $ 1,897.36 $ 1,897.36 $ 1,500.00 $ 1,500.00 $ 2,370.00 $ 2,370.00 9 FURNISH AND INSTALL FIBER PEDESTAL with 8' ground rod EA 1 $ 601.59 $ 601.59 $ 595.00 $ 595.00 $ 3,098.76 $ 3,098.76 30 FURNISH AND INSTALL D -Case EA 2 $ 873.69 $ 1,747.38 $ 580.00 $ 1,160.00 $ 1,404.58 $ 2,809.16 11 FURNISH AND INSTALL Fiber Tray EA 4 $ 68.44 $ 273.76 $ 40.00 $ 160.00 $ 176.40 $ 705.60 12 FURNISH AND INSTALL Splice protector EA 288 $ 24.79 $ 7,139.52 $ 0.60 $ 172.80 $ 90.63 $ 26,101.44 13 FURNISH AND INSTALL Tracer Wire LF 1,252 $ 0.79 $ 989.08 $ 1.90 $ 2,378.80 $ 0.70 $ 876.40 14 FURNISH AND INSTALL MULTIPORT TERMINAL 8 PORT EA 2 $ 417.43 $ 834.86 $ 600.00 $ 1,200.00 $ 742.03 $ 1,484.06 15 FURNISH AND INSTALL MULTIPORT TERMINALL 4 PORT EA 1 $ 300.97 $ 300.97 $ 525.00 $ 525.00 $ 342.30 $ 342.30 16 RESTORATION/REMOVALS LS 1.00 $ 7,275.00 $ 7,275.00 $ 5,000.00 $ 5,000.00 $ 1,500.00 $ 1,500.00 17 AUDITS & RECORDS HR 40.00 $ 125.00 $ 5,000.00 $ 80.00 $ 3,200.00 $ 150.00 $ 6,000.00 Total $ 58,749.89 Total $ 76,342.80 Total $ 90,789.09 City Council Agenda: 7/11/2022 2J. Consideration of approving a quote from MP Nexlevel, LLC for FiberNet installation within the Featherstone 6th development for $77,688.20 Prepared by: Meeting Date: ❑x Consent Agenda Item Project Engineer 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Consideration of approving a quote from MP Nexlevel, LLC for FiberNet installation within the Featherstone 6th development for $77,688.20. REFERENCE AND BACKGROUND For the extension of FiberNet into the Featherstone 6th development, City staff worked with Arvig staff to develop plans and specification for fiber utility extension. The conduit will be installed by the joint trench contractor as part of the Featherstone 6th development contract prior to this project starting. Quotes were solicited from seven companies but only three quotes were received. They are as follows: • MP Nexlevel, LLC- $77,688.20 • Michaels Inc. - $79,433.40 • Castrejon Inc. Underground Utilities - $113,911.20 Budget Impact: -This project will be funded from the Fiber Optics Fund. II. Staff Workload Impact: Staff from the City and Arvig will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of a quote from MP Nexlevel, LLC for FiberNet installation within the Featherstone 61h development. SUPPORTING DATA • Quote Tabulation 1 PULL CABLE &TRACER WIRE THROUGH EXISTING DUCT LF 6,452 2 FURNISH AND INSTALL 48 STRAND FIBER BF048 LF 1,824 3 FURNISH AND INSTALL 144 STRAND FIBER BF0144 LF 568 4 Fusion SPLICING EA 300 5 CONNECT INTO EXISTING PEDESTAL/VAULT EA 3 6 FURNISH AND INSTALL 30X48x30 VAULT with 8' ground rod EA 1 7 FURNISH AND INSTALL 24X36X36 VAULT WITH 8' GROUND RODS EA 4 8 FURNISH AND INSTALL 22 Tier Split Top Lid EA 8 9 FURNISH AND INSTALL FIBER PEDESTAL with 8' ground rod EA 5 10 FURNISH AND INSTALL Flower Pots EA 10 11 FURNISH AND INSTALL LCP cabinet EA 1 12 FURNISH AND INSTALL C -Case EA 5 13 FURNISH AND INSTALL Fiber Tray EA 5 14 FURNISH AND INSTALL Splice protector EA 300 15 FURNISH AND INSTALL Fiber Optic Marker EA 5 16 FURNISH AND INSTALLTracer Wire LF 4,060 17 FURNISH AND INSTALL MULTI PORT TERMINAL 6 PORT EA 3 18 FURNISH AND INSTALL MULTI PORT TERMINALL 4 PORT EA 1 19 RESTORATION LS 1.00 20 JAUDITS & RECORDS HR 40.00 MP Nexlevel Unit price $ 1.50 $ 2.06 $ 3.52 $ 1.04 $ 322.89 $ 2,899.35 $ 3,103.67 $ 1,211.03 $ 443.34 $ 161.65 $ 6,642.00 $ 741.07 $ 44.40 $ 30.02 $ 176.64 $ 0.79 $ 563.51 $ 240.04 $ 1,540.74 $ 125.00 MP Nexlevel Extension $ 9,678.00 $ 3,757.44 $ 1,999.36 $ 312.00 $ 968.67 $ 2,899.35 $ 12,414.68 $ 9,688.24 $ 2,216.70 $ 1,616.50 $ 6,642.00 $ 3,705.35 $ 222.00 $ 9,006.00 $ 883.20 $ 3,207.40 $ 1,690.53 $ 240.04 $ 1,540.74 $ 5,000.00 Total $ 77,688.20 Michels Unit price $ 1.63 $ 2.06 $ 3.45 $ 35.00 $ 150.00 $ 2,827.14 $ 2,022.51 $ 1,813.53 $ 516.56 $ 139.44 $ 5,536.25 $ 720.28 $ 37.47 $ 0.93 $ 177.00 $ 0.69 $ 593.88 $ 274.94 $ 1,500.00 $ 150.00 Denotes corrected figure due to mathmatical error based on unit price Michels Extension $ 10,516.76 $ 3,757.44 $ 1,959.60 $ 10,500.00 $ 450.00 $ 2,827.14 $ 8,090.04 $ 14,508.24 $ 2,582.80 $ 1,394.40 $ 5,536.25 $ 3,601.40 $ 187.35 $ 279.00 $ 885.00 $ 2,801.40 $ 1,781.64 $ 274.94 $ 1,500.00 $ 6,000.00 Total $ 79,433.40 Castrejon Unit price $ 4.20 $ 4.90 $ 5.90 $ 42.00 $ 400.00 $ 3,500.00 $ 3,200.00 $ 1,500.00 $ 595.00 $ 320.00 $ 7,000.00 $ 510.00 $ 31.00 $ 0.60 $ 200.00 $ 1.90 $ 575.00 $ 525.00 $ 2,200.00 $ 80.00 Castrejon Extension $ 27,098.40 $ 8,937.60 $ 3,351.20 $ 12,600.00 $ 1,200.00 $ 3,500.00 $ 12,800.00 $ 12,000.00 $ 2,975.00 $ 3,200.00 $ 7,000.00 $ 2,550.00 $ 155.00 $ 180.00 $ 1,000.00 $ 7,714.00 $ 1,725.00 $ 525.00 $ 2,200.00 $ 3,200.00 Total $ 113,911.20 City Council Agenda: 07/11/2022 2K. Consideration of approving a quote from Sir Lines A Lot for the 2022 Pavement Marking Project for $23,535.04. Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 07/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve Sir Lines A Lot for the 2022 Pavement Marking Project for $23,535.04. REFERENCE AND BACKGROUND The 2022 pavement marking project will consist of updating the pavement markings on multiple roads throughout the City with latex paint due to existing markings conditions. The project map is included in the supporting data, showing the streets included in the project. Quotes were solicited from five companies but only one quote was received. This quote was from Sir Lines A Lot for $23,535.04. I. Budget Impact: This project will be funded from the street department in the General Fund, which has budgeted $95,000 for streets repairs and maintenance in 2022. II. Staff Workload Impact: Staff will oversee managing the completion of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of authorizing Sir Lines A Lot for the 2022 Pavement Marking Project. SUPPORTING DATA A. Quote B. Project Map BIDS DUE: Wednesday July 6, 2022 10:00 A.M. Email to ryan.melhouse@ci.monticello.mn.us Project Engineer City of Monticello 909 Golf Course Road Monticello, Minnesota 55362 Dear Project Engineer: ote FORM .4 FOR 2022 Pavement Markings Project FOR THE CITY OF MONTICELLO, MINNESOTA Firm Name:-Slt , to+ Address: 771 '7 Cztoti, IL k4i Phone: 13 ~�3Z 1. The following quote is made for 2022 Pavement Markings Project 2. The undersigned certifies that the contract documents listed in the instruction to bidders have been carefully examined and that the site of the work has been personally inspected. The undersigned declares that the amount and nature of the work to be done is understood and that at no time will misunderstanding of the contract documents be pleaded. On the basis of the contract documents, the undersigned proposes to furnish all necessary apparatus, traffic control, and other means of construction, to do all the work and furnish all the materials in the manner specified, to finish the entire project within the time hereinafter specified, and to accept as full compensation therefore the sum stated below. 3. BID Form: DESCRIPTION Unit QUANTITY UNIT PRICE Total Price 4" Solid Line White -Paint Latex Linear Feet 104,391 0.09 Ci 39 4" Solid Line Yellow -Paint Latex Linear Feet 6,200 0.4 Double 4" Solid Yellow -Paint Latex Linear Feet 41,879 d • /1' 4" Broken Line Yellow -Paint Latex Linear Feet 4,349 v. p <1 4" Broken Line White -Paint Latex Linear Feet 2,226 0.09 zoo. 3 q 4" Solid Line with 4" Broken Line Yellow -Paint Latex Linear Feet 25,108 r (( Z -761 .i$ Left Turn Arrows Each 33 35 55.00 Right Turn Arrows Each 26 _ q 16 Strai ht Arrows Each 5 3 5 ' i7 S Straight & Right Turn Arrows Each 9 F(S ` H 0-'; — Straight & Left Turn Arrows Each 1 Grand Total o� 4. �1 Q In submitting this bid, it is understood that the right is reserved by the owner to reject any or all bids and to waive informalities. This bid may not be withdrawn after the opening of the bids and shall be subject to acceptance by the owner for a period of thirty (30) calendar days from the opening thereof. If a corporation, what is the state of incorporation: 7. If a partnership, state full names of all co-partners: OFFICIAL ADDRESS SO-.„ N 55-4 3y Date: b Z`$ ' 0-,Z FIRM NAME Title aylyl- r 0 - LO Title W - U Z' AA6TH a e U) PRAIRIE n m I�o O z 39 99TH 40 RIVER SANDY R/SFR 110TH z CLUB VIEW �V z O F -- -J 0 i CITY O) Monticello 2022 Pavement Markings Project 0 0.4 0.8 1.6 Miles 1 1 2022 Pavement Markings Project F�°tiT � pgRkp v GgC�oR 2 z _ 3 SAVANNA G �p V v h DUNDAS � N O 4 z I 5 0 W i 25 87TH m_ Cn m LL m 85T ti9 94 pRl Vq TF S/ppl y RIVERVIEW = cy 9 4084/2 MILL RUN mJOO 10 Ow OAK 95TH MEPC SCHOOL Y \ Q O 01 zzSTARLIN 0 PgRK I O z z z W W DEER J U J W O = x ✓q 85TH `SO 'bb 84TH 84TH k Source: Esri, ©igitalGlobe, GeoEye, Earthstar Geographics, CNES%Airbus D.USDA; 011w. All 39 II 99TH 40 RIVER SANDY R/SFR 110TH z CLUB VIEW �V z O F -- -J 0 i CITY O) Monticello 2022 Pavement Markings Project 0 0.4 0.8 1.6 Miles 1 1 2022 Pavement Markings Project F�°tiT � pgRkp v GgC�oR 2 z _ 3 SAVANNA G �p V v h DUNDAS � N O 4 z I 5 0 W i 25 87TH m_ Cn m LL m 85T ti9 94 pRl Vq TF S/ppl y RIVERVIEW = cy 9 4084/2 MILL RUN mJOO 10 Ow OAK 95TH MEPC SCHOOL Y \ Q O 01 zzSTARLIN 0 PgRK I O z z z W W DEER J U J W O = x ✓q 85TH `SO 'bb 84TH 84TH k Source: Esri, ©igitalGlobe, GeoEye, Earthstar Geographics, CNES%Airbus D.USDA; 011w. All 39 II City Council Agenda: 07/11/2022 2L. Consideration of adopting Resolution 2022-76 approving a Master Partnership Contract with MnDOT Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 07/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer, Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-76 approving a Master Partnership Contract with the Minnesota Department of Transportation. PREVIOUS COUNCIL ACTION June 12, 2017: City council approved a five-year Master Partnership contract effective June 30, 2017 to June 30, 2022. REFERENCE AND BACKGROUND Minnesota Statue Sections 471.59, 174.02 and 161.20 allows the Minnesota Department of Transportation (MnDOT) to enter into agreements with local governments for the purpose of constructing, maintaining, and improving the trunk highway system. In addition, Minnesota statue Section 174.02, subd. 6, permits MnDOT to enter contracts with other governmental entities for research and experimentation; for sharing facilities, equipment, staff, data, or other means of providing transportation -related services; or for other cooperative programs that promote efficiencies in providing governmental services, or that further development of innovation in transportation for the benefit of the citizens of Minnesota. Monticello previously entered a 5 -year master partnership contract in 2017, and the proposed agreement extends the contract through June 30, 2027. If either party wishes to utilize services from the other party, this partnership will enhance the efficiency of delivering the services. Typically, when services are requested, a work order contract would specify the work to be done, timelines for completion, and compensation to be paid for the specific work. It is unknown if this contract was utilized during the last term, but it would most likely be utilized for projects connecting to the state -trunk highway -system or on projects where specific inspection and material testing certifications are required. Budget Impact: Contract utilization costs would be anticipated to be included in future capital project budgets and associated operating fund budgets. II. Staff Workload Impact: Improve efficiencies by providing partnership opportunities. City Council Agenda: 07/11/2022 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-76 approving a Master Partnership Contract with MnDOT. SUPPORTING DATA A. Resolution 2022-76 B. Master Partnership Contract CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-76 WHEREAS, The Minnesota Department of Transportation wishes to cooperate closely with local units of government to coordinate the delivery of transportation services and maximize the efficient delivery of such services at all levels of government; and WHEREAS, MnDOT and local governments are authorized by Minnesota Statutes sections 471.59, 174.02, and 161.20, to undertake collaborative efforts for the design, construction, maintenance and operation of state and local roads; and WHEREAS: the parties wish to able to respond quickly and efficiently to such opportunities for collaboration, and have determined that having the ability to write "work orders" against a master contract would provide the greatest speed and flexibility in responding to identified needs. NOW, THEREFORE, BE IT RESOLVED: 1. That the City of Monticello enter into a Master Partnership Contract with the Minnesota Department of Transportation, a copy of which was before the City Council of Monticello. 2. That the Mayor, City Administrator and other proper City officers are authorized to execute such contract. 3. That the City Administrator and other city staff are authorized to negotiate work order contracts pursuant to the Master Contract, which work order contracts may provide for payment to or from MnDOT, and that the City Administrator may execute such work order contracts consistent with the City's capital improvements plan and within the limits of the City's Purchasing Policy on behalf of the City of Monticello without further approval by this City Council. ADOPTED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO ON THIS 11th DAY OF JULY, 2022 CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk DEPARTMENT OF TRANSPORTATION MnDOT Contract Number: 1050322 STATE OF MINNESOTA MASTER PARTNERSHIP CONTRACT This master contract is between the State of Minnesota, acting through its Commissioner of Transportation in this contract referred to as the "State" and the Monticello City, acting through its City Council, in this contract referred to as the "Other Party." Recitals 1. The parties are authorized to enter into this contract pursuant to Minnesota Statutes, §§15.061, 471.59 and 174.02. 2. Minn. Stat. § 161.20, subd. 2, authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining and improving the trunk highway system. 3. Each party to this contract is a "road authority" as defined by Minn. Stat. §160.02, subd. 25. 4. Minn. Stat. § 161.39, subd. 1, authorizes a road authority to perform work for another road authority. Such work may include providing technical and engineering advice, assistance and supervision, surveying, preparing plans for the construction or reconstruction of roadways, and performing roadway maintenance. S. Minn. Stat. §174.02, subd. 6, authorizes the Commissioner of Transportation to enter into contracts with other governmental entities for research and experimentation; for sharing facilities, equipment, staff, data, or other means of providing transportation -related services; or for other cooperative programs that promote efficiencies in providing governmental services, or that further development of innovation in transportation for the benefit of the citizens of Minnesota. 6. Each party wishes to occasionally purchase services from the other party, which the parties agree will enhance the efficiency of delivering governmental services at all levels. This Master Partnership Contract (MPC) provides a framework for the efficient handling of such requests. This MPC contains terms generally governing the relationship between the parties. When specific services are requested, the parties will (unless otherwise specified) enter into a "Work Order" contracts. 7. After the execution of this MPC, the parties may (but are not required to) enter into "Work Order" contracts. These Work Orders will specify the work to be done, timelines for completion, and compensation to be paid for the specific work. 8. The parties are entering into this MPC to establish terms that will govern all of the Work Orders subsequently issued under the authority of this Contract. Contract Term of Master Partnership Contract; Use of Work Order Contracts; Survival of Terms 1.1. Effective Date: This contract will be effective on July 1st, 2022, or upon the date last signed by all State officials as required under Minn. Stat. § 16C.05, subd. 2, whichever occurs last. The Other Party must not begin work under this Contract until ALL required signatures have been obtained and the Other Party has been notified in writing to begin such work by the State's Authorized Representative. 1.2. Expiration Date. This Contract will expire on June 30, 2027. 1.3. Exhibits. Exhibit A is attached and incorporated into this agreement. 1.4. Work Order Contracts. A work order contract must be negotiated and executed (by both the State and the Other Party) for each particular engagement, except for Technical Services provided by the State to the Other Party as specified in Article 2. The work order contract must specify the detailed scope of work and deliverables for that project. A party must not begin work under a work order until the work order is fully Master Partnership Contract Template Updated 02/09/2022 MnDOT Contract Number: 1050322 executed. The terms of this MPC will apply to all work orders contracts issued, unless specifically varied in the work order. The Other Party understands that this MPC is not a guarantee of any payments or work order assignments, and that payments will only be issued for work actually performed under fully -executed work orders. 1.5. Survival of Terms. The following clauses survive the expiration or cancellation of this master contract and all work order contracts: 12. Liability; 13. State Audits; 14. Government Data Practices and Intellectual Property; 17. Publicity; 18. Governing Law, Jurisdiction, and Venue; and 22. Data Disclosure. All terms of this MPC will survive with respect to any work order contract issued prior to the expiration date of the MPC. 1.6. Sample Work Order. A sample work order contract is available upon request from the State. 1.7. Definition of "Providing Party" and "Requesting Party". For the purpose of assigning certain duties and obligations in the MPC to work order contracts, the following definitions will apply throughout the MPC. "Requesting Party" is defined as the party requesting the other party to perform work under a work order contract. "Providing Party' is defined as the party performing the scope of work under a work order contract. Technical Services 2.1. Technical Services include repetitive low-cost services routinely performed by the State for the Other Party. If requested and authorized by the Other Party, these services may be performed by the State for the Other Party without the execution of a work order, as these services are provided in accordance with standardized practices and processes and do not require a detailed scope of work. Exhibit A — Table of Technical Services is attached. 2.1.1. Every other service not falling under the services listed in Exhibit A will require a work order contract (If you have questions regarding whether a service is covered under 2.1.1, please contact Contract Management). 2.2. The Other Party may request the State to perform Technical Services in an informal manner, such as by the use of email, a purchase order, or by delivering materials to a State lab and requesting testing. A request may be made via telephone, but will not be considered accepted unless acknowledged in writing by the State. 2.3. The State will promptly inform the Other Party if the State will be unable to perform the requested Technical Services. Otherwise, the State will perform the Technical Services in accordance with the State's normal processes and practices, including scheduling practices taking into account the availability of State staff and equipment. 2.4. Payment Basis. Unless otherwise agreed to by the parties prior to performance of the services, the State will charge the Other Party the State's then -current rate for performing the Technical Services. The then -current rate may include the State's normal and customary additives. The State will invoice the Other Party upon completion of the services, or at regular intervals not more than once monthly as agreed upon by the parties. The invoice will provide a summary of the Technical Services provided by the State during the invoice period. 3. Services Requiring a Work Order Contract 3.1. Work Order Contracts: A party may request the other party to perform any of the following services under individual work order contracts. 3.2. Professional and Technical Services. A party may provide professional and technical services upon the request of the other party. As defined by Minn. Stat. §16C.08, subd. 1, professional/technical services "means services that are intellectual in character, including consultation, analysis, evaluation, prediction, planning, programming, or recommendation; and result in the production of a report or completion of a task." Professional and technical services do not include providing supplies or materials except as incidental to performing such services. Professional and technical services include (by way of example and without limitation) cultural resources, engineering services, surveying, foundation recommendations and reports, environmental documentation, right-of-way assistance (such as performing appraisals or providing MnDOT Contract Number: 1050322 relocation assistance, but excluding the exercise of the power of eminent domain), geometric layouts, final construction plans, graphic presentations, public relations, and facilitating open houses. A party will normally provide such services with its own personnel; however, a party's professional/technical services may also include hiring and managing outside consultants to perform work provided that a party itself provides active project management for the use of such outside consultants. 3.3. Roadway Maintenance. A party may provide roadway maintenance upon the request of the other party. Roadway maintenance does not include roadway reconstruction. This work may include but is not limited to snow removal, ditch spraying, roadside mowing, bituminous mill and overlay (only small projects), seal coat, bridge hits, major retaining wall failures, major drainage failures, and message painting. All services must be performed by an employee with sufficient skills, training, expertise or certification to perform such work, and work must be supervised by a qualified employee of the party performing the work. 3.4. Construction Administration. A party may administer roadway construction projects upon the request of the other party. Roadway construction includes (by way of example and without limitation) the construction, reconstruction, or rehabilitation of mainline, shoulder, median, pedestrian or bicycle pathway, lighting and signal systems, pavement mill and overlays, seal coating, guardrail installation, and channelization. These services may be performed by the Providing Party's own forces, or the Providing Party may administer outside contracts for such work. Construction administration may include letting and awarding construction contracts for such work (including state projects to be completed in conjunction with local projects). All contract administration services must be performed by an employee with sufficient skills, training, expertise or certification to perform such work. 3.5. Emergency Services. A party may provide aid upon request of the other party in the event of a man-made disaster, natural disaster or other act of God. Emergency services includes all those services as the parties mutually agree are necessary to plan for, prepare for, deal with, and recover from emergency situations. These services include, without limitation, planning, engineering, construction, maintenance, and removal and disposal services related to things such as road closures, traffic control, debris removal, flood protection and mitigation, sign repair, sandbag activities and general cleanup. Work will be performed by an employee with sufficient skills, training, expertise or certification to perform such work, and work must be supervised by a qualified employee of the party performing the work. If it is not feasible to have an executed work order prior to performance of the work, the parties will promptly confer to determine whether work may be commenced without a fully -executed work order in place. If work commences without a fully -executed work order, the parties will follow up with execution of a work order as soon as feasible. 3.6. When a need is identified, the State and the Other Party will discuss the proposed work and the resources needed to perform the work. If a party desires to perform such work, the parties will negotiate the specific and detailed work tasks and cost. The State will then prepare a work order contract. Generally, a work order contract will be limited to one specific project/engagement, although "on call" work orders may be prepared for certain types of services, especially for "Technical Services" items as identified section 2.1.. The work order will also identify specific deliverables required, and timeframes for completing work. A work order must be fully executed by the parties prior to work being commenced. The Other Party will not be paid for work performed prior to execution of a work order contract and authorization by the State. 4. Responsibilities of the Providing Party 4.1. Terms Applicable to ALL Work Order Contracts. The terms in this section 4.1 will apply to ALL work order contracts. 4.1.1. Each work order will identify an Authorized Representative for each party. Each party's authorized representative is responsible for administering the work order, and has the authority to make any decisions regarding the work, and to give and receive any notices required or permitted under this MPC or the work order. 4.1.2. The Providing Party will furnish and assign a publicly employed licensed engineer (Project Engineer), to be in responsible charge of the project(s) and to supervise and direct the work to be performed under each work order contract. For services not requiring an engineer, the Providing Party will MnDOT Contract Number: 1050322 furnish and assign another responsible employee to be in charge of the project. The services of the Providing Party under a work order contract may not be otherwise assigned, sublet, or transferred unless approved in writing by the Requesting Party's authorized representative. This written consent will in no way relieve the Providing Party from its primary responsibility for the work. 4.1.3. If the Other Party is the Providing Party, the Project Engineer may request in writing specific engineering and/or technical services from the State, pursuant to Minn. Stat. Section 161.39. The work order Contract will require the Other Party to deposit payment in advance. The costs and expenses will include the current State additives and overhead rates, subject to adjustment based on actual direct costs that have been verified by audit. 4.1.4. Only the receipt of a fully executed work order contract authorizes the Providing Party to begin work on a project. Any and all effort, expenses, or actions taken by the Providing Party before the work order contract is fully executed are considered unauthorized and undertaken at the risk of non- payment. 4.1.5. In connection with the performance of this contract and any work orders issued, the Providing Agency will comply with all applicable Federal and State laws and regulations. When the Providing Party is authorized or permitted to award contracts in connection with any work order, the Providing Party will require and cause its contractors and subcontractors to comply with all Federal and State laws and regulations. 4.2. Additional Terms for Roadway Maintenance. The terms of section 4.1 and this section 4.2 will apply to all work orders for Roadway Maintenance. 4.2.1. Unless otherwise provided for by contract or work order, the Providing Party must obtain all permits and sanctions that may be required for the proper and lawful performance of the work. 4.2.2. The Providing Party must perform maintenance in accordance with MnDOT maintenance manuals, policies and operations. 4.2.3. The Providing Party must use State -approved materials, including (by way of example and without limitation), sign posts, sign sheeting, and de-icing and anti -icing chemicals. 4.3. Additional Terms for Construction Administration. The terms of section 4.1 and this section 4.3 will apply to all work order contracts for construction administration. 4.3.1. Contract(s) must be awarded to the lowest responsible bidder or best value proposer in accordance with state law. 4.3.2. Contractor(s) must be required to post payment and performance bonds in an amount equal to the contract amount. The Providing Party will take all necessary action to make claims against such bonds in the event of any default by the contractor. 4.3.3. Contractor(s) must be required to perform work in accordance with the latest edition of the Minnesota Department of Transportation Standard Specifications for Construction. 4.3.4. For work performed on State right-of-way, contractor(s) must be required to indemnify and hold the State harmless against any loss incurred with respect to the performance of the contracted work, and must be required to provide evidence of insurance coverage commensurate with project risk. 4.3.5. Contractor(s) must pay prevailing wages pursuant to applicable state and federal law. 4.3.6. Contractor(s) must comply with all applicable Federal, and State laws, ordinances and regulations, including but not limited to applicable human rights/anti-discrimination laws and laws concerning the participation of Disadvantaged Business Enterprises in federally -assisted contracts. 4.3.7. Unless otherwise agreed in a work order contract, each party will be responsible for providing rights of way, easement, and construction permits for its portion of the improvements. Each party will, upon the other's request, furnish copies of right of way certificates, easements, and construction permits. 4 MnDOT Contract Number: 1050322 4.3.8. The Providing Party may approve minor changes to the Requesting Party's portion of the project work if such changes do not increase the Requesting Party's cost obligation under the applicable work order contract. 4.3.9. The Providing Party will not approve any contractor claims for additional compensation without the Requesting Party's written approval, and the execution of a proper amendment to the applicable work order contract when necessary. The Other Party will tender the processing and defense of any such claims to the State upon the State's request. 4.3.10. The Other Party must coordinate all trunk highway work affecting any utilities with the State's Utilities Office. 4.3.11. The Providing Party must coordinate all necessary detours with the Requesting Party. 4.3.12. If the Other Party is the Providing Party, and there is work performed on the trunk highway right-of- way, the following will apply: a. The Other Party will have a permit to perform the work on the trunk highway. The State may revoke this permit if the work is not being performed in a safe, proper and skillful manner, or if the contractor is violating the terms of any law, regulation, or permit applicable to the work. The State will have no liability to the Other Party, or its contractor, if work is suspended or stopped due to any such condition or concern. b. The Other Party will require its contractor to conduct all traffic control in accordance with the Minnesota Manual on Uniform Traffic Control Devices. c. The Other Party will require its contractor to comply with the terms of all permits issued for the project including, but not limited to, National Pollutant Discharge Elimination System (NPDES) and other environmental permits. d. All improvements constructed on the State's right-of-way will become the property of the State. 5. Responsibilities of the Requesting Party 5.1. After authorizing the Providing Party to begin work, the Requesting Party will furnish any data or material in its possession relating to the project that may be of use to the Providing Party in performing the work. 5.2. All such data furnished to the Providing Party will remain the property of the Requesting Party and will be promptly returned upon the Requesting Party's request or upon the expiration or termination of this contract (subject to data retention requirements of the Minnesota Government Data Practices Act and other applicable law). 5.3. The Providing Party will analyze all such data furnished by the Requesting Party. If the Providing Party finds any such data to be incorrect or incomplete, the Providing Party will bring the facts to the attention of the Requesting Party before proceeding with the part of the project affected. The Providing Party will investigate the matter, and if it finds that such data is incorrect or incomplete, it will promptly determine a method for furnishing corrected data. Delay in furnishing data will not be considered justification for an adjustment in compensation. 5.4. The State will provide to the Other Party copies of any Trunk Highway fund clauses to be included in the bid solicitation and will provide any required Trunk Highway fund provisions to be included in the Proposal for Highway Construction, that are different from those required for State Aid construction. 5.5. The Requesting Party will perform final reviews and inspections of its portion of the project work. If the work is found to have been completed in accordance with the work order contract, the Requesting Party will promptly release any remaining funds due the Providing Party for the Project(s). 5.6. The work order contracts may include additional responsibilities to be completed by the Requesting Party. 6. Time 6.1. In the performance of project work under a work order contract, time is of the essence. 7. Consideration and Payment MnDOT Contract Number: 1050322 7.1. Consideration. The Requesting Party will pay the Providing Party as specified in the work order. The State's normal and customary additives will apply to work performed by the State, unless otherwise specified in the work order. The State's normal and customary additives will not apply if the parties agree to a "lump sum" or "unit rate" payment. 7.2. State's Maximum Obligation. The total compensation to be paid by the State to the Other Party under all work order contracts issued pursuant to this MPC will not exceed $100,000.00. 7.3. Travel Expenses. It is anticipated that all travel expenses will be included in the base cost of the Providing Party's services, and unless otherwise specifically set forth in an applicable work order contract, the Providing Party will not be separately reimbursed for travel and subsistence expenses incurred by the Providing Party in performing any work order contract. In those cases where the State agrees to reimburse travel expenses, such expenses will be reimbursed in the same manner and in no greater amount than provided in the current "MnDOT Travel Regulations" a copy of which is on file with and available from the MnDOT District Office. The Other Party will not be reimbursed for travel and subsistence expenses incurred outside of Minnesota unless it has received the State's prior written approval for such travel. 7.4. Payment 7.4.1. Generally. The Requesting Party will pay the Providing Party as specified in the applicable work order, and will make prompt payment in accordance with Minnesota law. 7.4.2. Payment by the Other Party. a. The Other Party will make payment to the order of the Commissioner of Transportation. b. IMPORTANT NOTE: PAYMENT MUST REFERENCE THE "MNDOT CONTRACT NUMBER" SHOWN ON THE FACE PAGE OF THIS CONTRACT AND THE "INVOICE NUMBER" ON THE INVOICE RECEIVED FROM MNDOT. c. Remit payment to the address below: MnDOT Attn: Cash Accounting RE: MnDOT Contract Number 1050322W[XX] and Invoice Number: 00000[#####] (see note above) Mail Stop 215 395 John Ireland Blvd St. Paul, MN 55155 7.4.3. Payment by the State. a. Generally. The State will promptly pay the Other Party after the Other Party presents an itemized invoice for the services actually performed and the State's Authorized Representative accepts the invoiced services. Invoices must be submitted as specified in the applicable work order, but no more frequently than monthly. b. Retainage for Professional and Technical Services. For work orders for professional and technical services, as required by Minn. Stat. § 16C.08, subd. 2(10), no more than 90 percent of the amount due under any work order contract may be paid until the final product of the work order contract has been reviewed by the State's authorized representative. The balance due will be paid when the State's authorized representative determines that the Other Party has satisfactorily fulfilled all the terms of the work order contract. Conditions of Payment 8.1. All work performed by the Providing Party under a work order contract must be performed to the Requesting Party's satisfaction, as determined at the sole and reasonable discretion of the Requesting Party's Authorized Representative and in accordance with all applicable federal and state laws, rules, and 2 MnDOT Contract Number: 1050322 regulations. The Providing Party will not receive payment for work found by the Requesting Party to be unsatisfactory or performed in violation of federal or state law. State's Authorized Representative and Project Manager 9.1. The State's Authorized Representative for this master contract is the District State Aid Engineer, who has the responsibility to monitor the State's performance. 9.2. The State's Project Manager will be identified in each work order contract. 10. Other Party's Authorized Representative and Project Manager 10.1. The Other Party's Authorized Representative for administering this master contract is the Other Party's Engineer, and the Engineer has the responsibility to monitor the Other Party's performance. The Other Party's Authorized Representative is also authorized to execute work order contracts on behalf of the Other Party without approval of each proposed work order contract by its governing body. 10.2. The Other Party's Project Manager will be identified in each work order contract. 11. Assignment, Amendments, Waiver, and Contract Complete 11.1. Assignment. Neither party may assign or transfer any rights or obligations under this MPC or any work order contract without the prior consent of the other and a fully executed Assignment Contract, executed and approved by the same parties who executed and approved this MPC, or their successors in office. 11.2. Amendments. Any amendment to this master contract or any work order contract must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original contract, or their successors in office. 11.3. Waiver. If a party fails to enforce any provision of this master contract or any work order contract, that failure does not waive the provision or the party's right to subsequently enforce it. 11.4. Contract Complete. This master contract and any work order contract contain all negotiations and contracts between the State and the Other Party. No other understanding regarding this master contract or any work order contract issued hereunder, whether written or oral may be used to bind either party. 12. Liability 12.1. Each party will be responsible for its own acts and omissions to the extent provided by law. The Other Party's liability is governed by Minn. Stat. chapter 466 and other applicable law. The State's liability is governed by Minn. Stat. section 3.736 and other applicable law. This clause will not be construed to bar any legal remedies a party may have for the other party's failure to fulfill its obligations under this master contract or any work order contract. Neither party agrees to assume any environmental liability on behalf of the other party. A Providing Party under any work order is acting only as a "Contractor" to the Requesting Party, as the term "Contractor' is defined in Minn. Stat. §1156.03 (subd. 10), and is entitled to the protections afforded to a "Contractor" by the Minnesota Environmental Response and Liability Act. The parties specifically intend that Minn. Stat. §471.59 subd. 1a will apply to any work undertaken under this MPC and any work order issued hereunder. 13. State Audits 13.1. Under Minn. Stat. § 16C.05, subd. 5, the party's books, records, documents, and accounting procedures and practices relevant to any work order contract are subject to examination by the parties and by the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this MPC. 14. Government Data Practices and Intellectual Property 14.1. Government Data Practices. The Other Party and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this MPC and any work order contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Other Party under this MPC and any work order contract. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Other Party or the State. 14.2. Intellectual Property Rights MnDOT Contract Number: 1050322 14.2.1. Intellectual Property Rights. The Requesting Party will own all rights, title, and interest in all of the intellectual property rights, including copyrights, patents, trade secrets, trademarks, and service marks in the Works and Documents created and paid for under work order contracts. Works means all inventions, improvements, discoveries (whether or not patentable), databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, and disks conceived, reduced to practice, created or originated by the Providing Party, its employees, agents, and subcontractors, either individually or jointly with others in the performance of this master contract or any work order contract. Works includes "Documents." Documents are the originals of any databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, disks, or other materials, whether in tangible or electronic forms, prepared by the Providing Party, its employees, agents, or contractors, in the performance of a work order contract. The Documents will be the exclusive property of the Requesting Party and all such Documents must be immediately returned to the Requesting Party by the Providing Party upon completion or cancellation of the work order contract. To the extent possible, those Works eligible for copyright protection under the United States Copyright Act will be deemed to be "works made for hire." The Providing Party Government assigns all right, title, and interest it may have in the Works and the Documents to the Requesting Party. The Providing Party must, at the request of the Requesting Party, execute all papers and perform all other acts necessary to transfer or record the Requesting Party's ownership interest in the Works and Documents. Notwithstanding the foregoing, the Requesting Party grants the Providing Party an irrevocable and royalty -free license to use such intellectual property for its own non-commercial purposes, including dissemination to political subdivisions of the state of Minnesota and to transportation -related agencies such as the American Association of State Highway and Transportation Officials. 14.2.2. Obligations with Respect to Intellectual Property. Notification. Whenever any invention, improvement, or discovery (whether or not patentable) is made or conceived for the first time or actually or constructively reduced to practice by the Providing Party, including its employees and subcontractors, in the performance of the work order contract, the Providing Party will immediately give the Requesting Party's Authorized Representative written notice thereof, and must promptly furnish the Authorized Representative with complete information and/or disclosure thereon. Representation. The Providing Party must perform all acts, and take all steps necessary to ensure that all intellectual property rights in the Works and Documents are the sole property of the Requesting Party, and that neither Providing Party nor its employees, agents or contractors retain any interest in and to the Works and Documents. 15. Affirmative Action 15.1. The State intends to carry out its responsibility for requiring affirmative action by its Contractors, pursuant to Minn. Stat. §363A.36. Pursuant to that Statute, the Other Party is encouraged to prepare and implement an affirmative action plan for the employment of minority persons, women, and the qualified disabled, and submit such plan to the Commissioner of the Minnesota Department of Human Rights. In addition, when the Other Party lets a contract for the performance of work under a work order issued pursuant to this MPC, it must include the following in the bid or proposal solicitation and any contracts awarded as a result thereof: 15.2. Covered Contracts and Contractors. If the Contract exceeds $100,000 and the Contractor employed more than 40 full-time employees on a single working day during the previous 12 months in Minnesota or in the state where it has its principle place of business, then the Contractor must comply with the requirements of Minn. Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600. A Contractor covered by Minn. Stat. § 363A.36 because it employed more than 40 full-time employees in another state and does not have a certificate of compliance, must certify that it is in compliance with federal affirmative action requirements. Fi3 MnDOT Contract Number: 1050322 15.3. Minn. Stat. § 363A.36. Minn. Stat. § 363A.36 requires the Contractor to have an affirmative action plan for the employment of minority persons, women, and qualified disabled individuals approved by the Minnesota Commissioner of Human Rights ("Commissioner") as indicated by a certificate of compliance. The law addresses suspension or revocation of a certificate of compliance and contract consequences in that event. A contract awarded without a certificate of compliance may be voided. 15.4. Minn. R. Parts 5000.3400-5000.3600. 15.4.1. General. Minn. R. Parts 5000.3400-5000.3600 implement Minn. Stat. § 363A.36. These rules include, but are not limited to, criteria for contents, approval, and implementation of affirmative action plans; procedures for issuing certificates of compliance and criteria for determining a contractor's compliance status; procedures for addressing deficiencies, sanctions, and notice and hearing; annual compliance reports; procedures for compliance review; and contract consequences for non- compliance. The specific criteria for approval or rejection of an affirmative action plan are contained in various provisions of Minn. R. Parts 5000.3400-5000.3600 including, but not limited to, parts 5000.3420-5000.3500 and 5000.3552-5000.3559. 15.4.2. Disabled Workers. The Contractor must comply with the following affirmative action requirements for disabled workers: a. The Contractor must not discriminate against any employee or applicant for employment because of physical or mental disability in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affirmative action to employ, advance in employment, and otherwise treat qualified disabled persons without discrimination based upon their physical or mental disability in all employment practices such as the following: employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. b. The Contractor agrees to comply with the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. c. In the event of the Contractor's noncompliance with the requirements of this clause, actions for noncompliance may be taken in accordance with Minn. Stat. Section 363A.36, and the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. d. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices in a form to be prescribed by the commissioner of the Minnesota Department of Human Rights. Such notices must state the Contractor's obligation under the law to take affirmative action to employ and advance in employment qualified disabled employees and applicants for employment, and the rights of applicants and employees. e. The Contractor must notify each labor union or representative of workers with which it has a collective bargaining agreement or other contract understanding, that the Contractor is bound by the terms of Minn. Stat. Section 363A.36, of the Minnesota Human Rights Act and is committed to take affirmative action to employ and advance in employment physically and mentally disabled persons. 15.4.3. Consequences. The consequences for the Contractor's failure to implement its affirmative action plan or make a good faith effort to do so include, but are not limited to, suspension or revocation of a certificate of compliance by the Commissioner, refusal by the Commissioner to approve subsequent plans, and termination of all or part of this contract by the Commissioner or the State. 15.4.4. Certification. The Contractor hereby certifies that it is in compliance with the requirements of Minn. Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600 and is aware of the consequences for noncompliance. 16. Workers' Compensation MnDOT Contract Number: 1050322 16.1. Each party will be responsible for its own employees for any workers compensation claims. This MPC, and any work order contracts issued hereunder, are not intended to constitute an interchange of government employees under Minn. Stat. §15.53. To the extent that this MPC, or any work order issued hereunder, is determined to be subject to Minn. Stat. §15.53, such statute will control to the extent of any conflict between the contract and the statute. 17. Publicity 17.1. Publicity. Any publicity regarding the subject matter of a work order contract where the State is the Requesting Party must identify the State as the sponsoring agency and must not be released without prior written approval from the State's Authorized Representative. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Other Party individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from a work order contract. 17.2. Data Practices Act. Section 17.1 is not intended to override the Other Party's responsibilities under the Minnesota Government Data Practices Act. 18. Governing Law, Jurisdiction, and Venue 18.1. Minnesota law, without regard to its choice -of -law provisions, governs this master contract and all work order contracts. Venue for all legal proceedings out of this master contract or any work order contracts, or the breach of any such contracts, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 19. Prompt Payment; Payment to Subcontractors 19.1. The parties must make prompt payment of their obligations in accordance with applicable law. As required by Minn. Stat. § 16A.1245, when the Other Party lets a contract for work pursuant to any work order, the Other Party must require its contractor to pay all subcontractors, less any retainage, within 10 calendar days of the prime contractor's receipt of payment from the Other Party for undisputed services provided by the subcontractor(s) and must pay interest at the rate of one and one-half percent per month or any part of a month to the subcontractor(s) on any undisputed amount not paid on time to the subcontractor(s). 20. Minn. Stat. § 181.59. 20.1. The Other Party will comply with the provisions of Minn. Stat. § 181.59 which requires: Every contract for or on behalf of the state of Minnesota, or any county, city, town, township, school, school district, or any other district in the state, for materials, supplies, or construction shall contain provisions by which the Contractor agrees: (1) That, in the hiring of common or skilled labor for the performance of any work under any contract, or any subcontract, no contractor, material supplier, or vendor, shall, by reason of race, creed, or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates; (2) That no contractor, material supplier, or vendor, shall, in any manner, discriminate against, or intimidate, or prevent the employment of any person or persons identified in clause (1) of this section, or on being hired, prevent, or conspire to prevent, the person or persons from the performance of work under any contract on account of race, creed, or color; (3) That a violation of this section is a misdemeanor; and (4) That this contract may be canceled or terminated by the state, county, city, town, school board, or any other person authorized to grant the contracts for employment, and all money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this contract. 21. Termination; Suspension 21.1. Termination by the State for Convenience. The State or commissioner of Administration may cancel this MPC and any work order contracts at any time, with or without cause, upon 30 days written notice to the Other Party. Upon termination, the Other Party and the State will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 21.2. Termination by the Other Party for Convenience. The Other Party may cancel this MPC and any work order contracts at any time, with or without cause, upon 30 days written notice to the State. Upon termination, 10 MnDOT Contract Number: 1050322 the Other Party and the State will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 21.3. Termination for Insufficient Funding. The State may immediately terminate or suspend this MPC and any work order contract if it does not obtain funding from the Minnesota legislature or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination or suspension must be by written or fax notice to the Other Party. The State is not obligated to pay for any services that are provided after notice and effective date of termination or suspension. However, the Other Party will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the master contract or work order is terminated because of the decision of the Minnesota legislature or other funding source, not to appropriate funds. The State must provide the Other Party notice of the lack of funding within a reasonable time of the State's receiving that notice. 22. Data Disclosure 22.1. Under Minn. Stat. §270C.65, subd. 3, and other applicable law, the Other Party consents to disclosure of its federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Other Party to file state tax returns and pay delinquent state tax liabilities, if any. 23. Defense of Claims and Lawsuits 23.1. If any lawsuit or claim is filed by a third party (including but not limited to the Other Party's contractors and subcontractors), arising out of trunk highway work performed pursuant to a valid work order issued under this MPC, the Other Party will, at the discretion of and upon the request of the State, tender the defense of such claims to the State or allow the State to participate in the defense of such claims. The Other Party will, however, be solely responsible for defending any lawsuit or claim, or any portion thereof, when the claim or cause of action asserted is based on its own acts or omissions in performing or supervising the work. The Other Party will not purport to represent the State in any litigation, settlement, or alternative dispute resolution process. The State will not be responsible for any judgment entered against the Other Party, and will not be bound by the terms of any settlement entered into by the Other Party except with the written approval of the Attorney General and the Commissioner of Transportation and pursuant to applicable law. 24. Additional Provisions 24.1. NONE [THE BALANCE OF THIS PAGE HAS INTENTIONALLY BEEN LEFT BLANK] 11 OTHER PARTY MnDOT Contract Number: 1050322 COMMISSIONER OF TRANSPORTATION The Other Party certifies that the appropriate person(s) have executed the contract on behalf of the Other Party By: as required by applicable articles, bylaws, resolutions or ordinances. Date: By: _ Title: Date: By: _ Title: Date: Title: COMMISSIONER OF ADMINISTRATION Date: 12 Exhibit A —Table of Technical Services Master Partnership Contract Program FY 2023-2027 Source Date: 3/28/2022 Code Title Description Performing QA/QC physical testing at the plant; sampling and transporting of materials from the plant to the lab for lab testing, plant reviews, and operations; investigating plant discrepancies; and other technical services in the plant or office associated with 1735 Bituminous Plant Inspection bituminous plant inspection. 2830 Bridge Bearing Assemblies 2819 Bridge Curb, Walk And Railing 2820 Bridge Deck 2838 Bridge Deck Crack Sealing 2827 Bridge Expansion, Relief Joints 2855 Bridge Inspection Direct Support 2828 Bridge Inspection -Federal Fund 2824 Bridge Inspection -Non -Federal Bridge Management System 1421 Operation/Administration/Data 2847 Bridge Poured/ Relief Joint Seal 2829 Bridge Superstructure 2316 Brush & Tree Removal 0032 Business Unit Management 3000 Class Of Frequency Coordination Page 1 of 5 All tasks related to the repair and maintenance of fixed or expansion -bearing assemblies on bridges. Includes related traffic Repairing and maintaining bridge curb, walk, rail, coping, and fencing connected to the rail. Includes glare screen and median barriers on bridges. Includes related traffic control. Work associated with bridge deck and slab repair regardless of removal depth or type of material used for patching. Includes deck or slab overlays and replacements and underside deck delamination. Includes related traffic control. All tasks related to deck crack sealing. Includes related traffic control. All maintenance tasks associated with bridge expansion joints, except joint reestablishment. Includes tightening expansion device bolts and replacing seal glands. Includes related traffic control. Activities that support bridge inspection, but are not direct production (i.e., leadership, technical, administrative assistance. All bridge inspection tasks for non-MnDOT bridges funded by the federal Fracture -Critical Bridge Program (Project Code will begin with TSL and with the local bridge number). Includes related inspection reports. For MnDOT Trunk Highway bridges (Project Code begins with TSO followed by the bridge number) and local and Department of Natural Resources (DNR) (bridge number begins with 9A follow by bridge number) bridge inspections to be billed to the local government or Department of Natural Resources (DNR) use Source Code 2824. All tasks related to inventory, inspection, and load capacity rating work done on trunk highway bridges to meet the requirements of the National Bridge Inspection System and/or Minnesota Bridge Safety Inspection Program or for billing to local governments. Includes related inspection reports and deck condition surveys. Use for tasks related to the Bridge Management System, including operations, administration, or data entry. All tasks associated with resealing bridge construction joints. Includes related traffic control. Related source type codes: Activities that support bridge inspection, but are not direct production (i.e., leadership, technical, administrative assistance). All tasks to repair any bridge component above the bridge seat that is not included in other source codes. Includes repairs to all types of bridge superstructure elements such as girders, beams, floor beams, trusses, stringers, t -beams, precast channels, and box girders. Includes related traffic control. Maintaining, watering, trimming, and removing highway right of way tree and brush. Includes chipping of tree limbs and stump removal/grinding. Includes related traffic control. All expenses of business/office managers for general management and administration of support functions. includes administering central facilities maintenance and facilities capital budgets. Use for frequency coordination done with APCO, AASHTO or FCCA. Source Code Title Description Performing QA/QC physical testing at the plant; sampling and transporting of materials from the plant to the lab for lab testing, plant reviews, and operations; investigating plant discrepancies; and other technical services in the plant or office associated with 1733 Concrete Plant Inspections 1734 Construction Materials Inspections 1802 Construction Surveying 2106 Crack Sealing 3023 Elec Comm Eq Rep - Miles 0400 Equipment Calibration -Mat Insp 1800 Field Inspection 1040 Final Design Surveys 0601 Gen Training Preparation - Delivery 2210 Guardrail-Install/Repair/Maintenance 2624 Indirect Expense 1871 Lighting Maintenance & Utilities Page 2 of 5 stationary concrete plants or mobile concrete paving plant inspection. Performing construction phase material inspection and engineering, for structural steel, precast and pre -stressed concrete, reinforcement steel, and electrical products and related technical services in the field and office for materials to be used in multiple projects. Includes travel time, sampling, and sample delivery. Includes tasks related to reviewing shop drawings furnished by suppliers or fabricators and contractor working drawings or calculations, and for tasks related to structural metals inspection (materials surveys, physical and chemical laboratory testing, material inspection and engineering, and technical services in the field and offices). Use for surveys to provide staking for the contractor's operations and for any other construction phase surveying All surface crack sealing, crack filling, or rout and seal operations. Includes related materials, hauling, stockpiling, and traffic control. Use when performing periodic equipment calibration for equipment used in the materials lab or on construction projects. All construction project field inspection (not cyclical inspection of assets), including preparatory plans & spec review, measurement, and verification other than environmental monitoring. Includes field inspection of materials such as gradations, densities/DCP, proctors, compaction, slump tests, and field air tests. Witnessing claims, determination and computation of pay quantities, materials control and certification for progress vouchers, but not for final payments. Includes collecting and transporting samples for lab tests, but not the actual laboratory verifications. Includes all construction phase project related activities for project and resident engineers such as problem resolution, guidance and direction to field technicians. Includes all miscellaneous field engineering expenses used by district offices such as space rental, utilities, or other costs charged to the construction project Includes all work associated with evaluation of implementation of intelligent compaction devices to determine if construction contract terms have been met. All district field and office tasks needed to respond to supplemental "Requests for Survey Data" and add the data to the surveys base map or DTM. Use for time, materials, and travel expenses when developing or delivering training. includes course preparation, designing materials, and managing training records. Install, repair, or maintain low tension cable, plate beams, and end treatments; cable tension adjustments; and reflector replacement. includes related traffic control. Indirect shop expenses and shop equipment. Allocate to mobile equipment. All work related to installing, maintaining, restoring, or removing highway lighting systems and fixtures. Includes repairing, maintaining, or replacing supports necessary for roadway lighting luminaries. Includes patrol highway lighting, inspect lighting structures, electrical service for highway lighting, re-lamping, pump stations, anti -icing systems, truck roll-over warning systems and electrical repairs. Includes traffic control in support of roadway lighting activities. Use for tasks related to public inquiries/complaints, review utility billings, provide data, and conduct field reviews. Source Code Title Description Finding and marking locations of buried conduit, cables, hand holes, loops, etc. in order to maintain or repair the traffic 1875 Locate One Call 1732 Material Testing & Inspection 2660 Misc Revenue 2822 Miscellaneous Bridge Maintenance On Call Electronic Communications Infrastructure 3049 Maintenance 2142 Overhead Sign Panel Maintenance 2102 Patching 1520 Pavement Management System 2406 Plowing & Material Application 3005 Radio - Mobile Equipment 3027 Radio Programming 3002 Radio/Electronic Infrastructure 3007 Radio/Electronic System Engineering 3009 Radio/Electronic System Upgrade & Installation 1716 Record Sampling Page 3 of 5 management system, signal systems, or roadway lighting systems. Performing construction phase and research physical and chemical laboratory testing, and related technical services in the districts and central labs, and for performing research and construction phase non-destructive testing materials surveys, and related technical services in the field and offices. Includes detour surveys. Non-destructive tests include, skid resistance and falling weight deflectometer (FWD) testing. Used only by Office of Financial Management for billing and deposit transactions and to record payments to the department for gravel sold to contractors and others. Miscellaneous maintenance tasks performed on a specific bridge or structure not covered by other source codes. Includes work on items such as stairways, drains, fencing, light bases, transient guards, and access doors. Includes transient removal, ordering materials, and picking up equipment. Includes related traffic control. To be used by Statewide Radio Communications personnel to record on-call time. Work related to the repair and replacement of overhead sign panels, extruded sign panels mounted on I -beams, and overhead sign structures. Includes related cable locates and traffic control. Does not include structural work. Related source type codes: 2103 -Heavy patching, 2104 -Bituminous paving, 2105 -Blow patching For tasks related to the operation of the pavement management system, including development and maintenance/technical support. Includes tasks to meet needs external to MnDOT. Shoulder to shoulder snow removal operation, winging back, snow blowing drifts, and the application of de-icing chemicals using mobile equipment. Includes changing cutting edges during event and related traffic control. Use for the repair and preventative maintenance of all equipment associated with wireless two-way radio communications systems (includes mobile radios, portable radios, base stations, console workstations, recorders, etc.). Non-MnDOT equipment - Must use Project number assigned to requesting agency (State Patrol, DNR, BCA, Fire Marshall). See OSRC Project Code list. Creating or modifying radio frequency programs and programming mobile and portable radios. Does not include mobile radios used as fixed base radios as part of the Inter -OP System (Use 3009). Use for the repair and preventative maintenance of all equipment associated with wireless two-way radio communications systems (includes mobile radios, portable radios, base stations, console workstations, recorders, etc.). Non-MnDOT equipment - Must use Project number assigned to requesting agency; Department of Public Safety (DPS) includes State Patrol (SP) Bureau of Criminal Apprehension (BCA), Fire Marshall); does not include Department of Natural Resources (DNR). See OSRC Project Use for design of microwave, radio and miscellaneous electronic systems. Use for the installation and other services needed to provide major system upgrades or improvements to wireless or electronic systems. Use for all work performed to correct or repair deficiencies found in a new installation. Used by Materials and Research Section and district materials staff to verify inspector" sampling and testing procedures and checking inspectors' equipment during project construction as required by FHWA. Use when performing field tests on split sample. Source Code Title Description 2222 Sign/Delineation/Marker Repair 1182 Soils/Foundation Field/Laboratory Tests 1879 State Furnished Materials 1738 State Project - Specific Materials Inspection 1434 Structural Metals Inspection -Non DOT 2629 Supplies & Small Tools 0152 Support Services 1312 Tech Assist -Outside MnDOT 3025 Tower/Building Maintenance 1876 Traffic Counting 1501 Traffic Management System (TMS) Page 4 of 5 Replacing, repairing, and washing signs (including temporary stop signs). Includes re -sequencing intersection signing and repair/replace overhead and extrude signs mounted on I -beams. Includes related cable locates and traffic control. All laboratory testing necessary to provide geotechnical information to complete roadway soils recommendations and approvals for use in the development of Final Design Plans and Special Provisions. Lab work includes R -value, resilient modulus, soil classification, gradation, proctor testing, unconfined compression, consolidation, direct simple shear, direct sheer, permeability and triaxial tests. Use to record labor hours, equipment usage, and material costs to supply state furnished materials to a state road construction project with federal participation. Performing material inspection and engineering for materials designated for a specific construction project (SP). Generally applies to inspection of such things as structural steel, prestressed concrete items, and most precast concrete items and related technical services in the field and offices when related to a particular SP. Use for SP specific tasks related to performing the review of shop drawings furnished by suppliers or fabricators and contractor working drawings or calculations, and for tasks related to structural metals inspection (materials surveys, physical and chemical laboratory testing, material inspection and engineering and technical services in the field and offices). Reviewing shop drawings furnished by suppliers, fabricators, and contractors (working drawing or calculations), and for tasks related to structural metals inspection (materials surveys, physical and chemical laboratory testing, material inspection and engineering, and technical services in the field and offices) for local agency projects. Shop tools, small equipment, and supplies that cannot be directly charged to a mobile equipment unit. Work that supports general office management, system management such as entering data into SWIFT, PPMS, PUMA and other MnDOT systems, attending staff meetings and other indirect support activities. Use when providing technical assistance to an organization external to MnDOT. Use for all tasks related to the maintenance of a tower building or site. Includes towers, buildings, generators, LP system, fencing, landscaping, grounding, ice bridge, cable management, climbing ladders, card key systems, and HVAC. Use to record labor, equipment usage, and material costs for activities related to traffic counts made for statewide traffic monitoring or traffic operations. Includes all activities related to traffic counting, such as taking requests, assigning priorities, collecting field data, processing data, and developing new techniques for collection. Used by traffic operations staff for all tasks that support the RTMC's operations center (or TOCC) providing traveler information, managing incidents and monitoring the FMS. Includes dynamic message sign maintenance, ramp meter maintenance, camera maintenance, and loop detection activities. Includes maintenance activities related to any ITS or TMS device such as RTMC cables, monitor wall, switchers, routers, or modems. Use to record all costs for maintenance activities related to traffic management fiber optics. Use for tasks related to maintaining traffic operations software including minor software enhancements and fixes. Use when providing traffic operations technical assistance external to MnDOT. Use with Source Code Title Description For tasks associated with the incorporation of new and existing TMS devices (cameras, loops, DMS, and other ITS devices) into 1513 Traffic Management System (TMS) Integration existing infrastructure to ensure proper operation. Use with the Construction/Program Delivery Appropriation. Used by staff to maintain various Intelligent Transportation System (ITS) devices such as dynamic message signs, ramp meters, cameras, detection, cables, RICWS, video wall monitors, switches, routers or modems. Used to record all costs for maintenance 1500 Traffic Mgt System Maintenance activities related to traffic management fiber optics. Not to be used for Lighting or Traffic Signal maintenance. 1721 Traffic Sign Work Orders Use for work involved in preparing work orders for traffic signs. Use only with Maintenance Operations appropriation (T790081). Work related to cyclical structural and electrical inspection and preventive maintenance checks of traffic signal 2863 Traffic Signal Inspection systems/structures. Includes labor, equipment, materials, and traffic control. Work related to the structural repair and replacement of traffic signal system structures and all electrical maintenance for traffic signal systems including electrical power, labor, equipment materials, GSOC locates, traffic control and responses to public 1870 Traffic Signal Maintenance inquiries. All tasks related to waterway maintenance for deck bridges. Includes debris removal, waterway cleanup, channel repair, and 2834 Waterway Maintenance channel protection repair that is not part of slope protection. Includes related traffic control. Page 5 of 5 City Council Agenda: 7/11/2022 2M. Consideration of adopting Resolution 2022-81 accepting donations from John and Gloria Poaa and Victor and Barbara Hellman in the amount of $580 for MontiArts general use Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 7/11/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator Motion to adopt Resolution 2022-81 accepting donations totaling $580 for MontiArts general use. REFERENCE AND BACKGROUND The City Council is being asked to accept the donations from John and Gloria Popa in the amount of $50 and Victor and Barbara Hellman in the amount of $530, both for MontiArts. As required by state statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. Budget Impact: The donation will pay for expenses for MontiArts projects. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-81 accepting the donations. SUPPORTING DATA • Resolution 2022-81 CITY OF MONTICELLO RESOLUTION NO. 2022-81 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE John and Gloria Popa Cash $50 Victor and Barbara Hellman Cash $530 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT John and Gloria Popa MontiArts/$50 Victor and Barbara Hellman MontiArts/$530 Adopted by the City Council of Monticello this 11th day of July, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 07/11/2022 3A. PUBLIC HEARING - Consideration of adopting Resolution No. 2022-77 authorizing the Establishment of Economic Development Tax Increment Financing (TIF) District No. 1- 46 within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan relating thereto Prepared by: Meeting Date: ❑ Consent Agenda Item Economic Development Manager 07/11/2022 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution No. 2022-77 approving the establishment of Economic Development Tax Increment Financing (TIF) District No. 1-46 (Willi Hahn Corporation manufacturing facility) within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan for the TIF District. PREVIOUS COUNCIL ACTION: April 25, 2022: The City Council adopted Resolution No. 2022-47 calling for a Public Hearing to regarding the establishment of Economic Development TIF District No. 1-46 relating to and in support of Willi Hah Corporation dba Wiha Tools' manufacturing, assembly, and warehouse facility development proposal. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution 2022-77 establishing Economic Development TIF District No. 1-46 related to and in support of the Wiha Tools development proposal. Wiha Tools recently applied for public financial assistance asking for help with the development of a 78,400 square foot Phase I manufacturing, assembly, and warehouse facility. As part of the development project, Wiha Tools is planning to create 41 new FTE jobs in the next three years (and a total of 59 new position over five years), adding to its current total of 61 FTE positions. The company also indicated it expects to pursue a second phase expansion of the facility 3 to 5 years after opening the new building, thereby increasing the facility footprint by another 78,400 square feet to a total of 156,800 square feet. Additional jobs are also expected City Council Agenda: 07/11/2022 to be created as part of the second phase expansion. The TIF application and related exhibits materials are attached to this report. Willi Hahn Corporation, USA dba Wiha Tools is a unit of a German based international manufacturer and distributor of a quality hand tools used by contractors. The company is proposing to construct a new 78,400 square foot building on a vacant 12 -acre parcel along 7th Street East. The firm's operations are currently located in two facilities on Dundas Circle, a 26,475 square foot building located at 1348 Dundas Circle and a nearly 11,500 square foot building located at 1347 Dundas Circle. Wiha Tools has been operating from the larger building since 1996. The company expanded that building in 2004. The second building, across the street from the main facility, was purchased in 2005. This building houses the administrative office and finance staff. It was also added onto in 2014. Due to Wiha Tools' continued growth, company officials concluded that a building footprint of twice its current size is needed to adequately meet the market demand for its tools. The estimated total cost of the Phase I development proposal is $13,000,000 +/-. This amount includes the purchase of $2,000,000 of new equipment. Wiha Tools identified a financing gap of $1,600,000 in its TIF application submittal. In addition to TIF assistance, City staff suggested involving several other programs as potential gap funding solutions. Those economic development assistance tools include: • MN -DEED -Job Creation Fund (JCF) Grant program • MN -DEED - Minnesota Investment Fund (MIF) Program • Greater Monticello Enterprise Fund (GMEF) Loan Program Staff arranged several meetings with MN -DEED managers reviewing the potential role that the JCF or MIF programs can play in the proposed development. As a result of those efforts, Wiha Tools was invited to submit a JCF Grant application to MN -DEED while the City was asked to submit a MIF Grant application to MN -DEED to further support the development proposal. A project sources and uses below shows the overall proposal funding components. Wiha Tools Development Project Funding Sources and Uses Sources of Funds Uses of Funds Owner Equity Cash $ 5,719,000 Land Purchase $ 799,000 Internal Corporate Loan $ 5,000,000 Site Prep -Improvement $ 1,201,000 Tax Increment Financing $ 1,151,000 New Construction $ 9,000,000 JCF — MN -DEED (PFP Grant) $ 660,000 Machinery & Equipment $ 2,000,000 MIF — MN-DEED(FL) $ 220,000 Total $13,000,000 GMEF Loan $ 250,000 Total $13,000,000 City Council Agenda: 07/11/2022 As noted in the TIF application, Wiha Tools indicated that without TIF and other assistance for the project, the proposed expansion will not proceed. The TIF assistance, if approved, would be used to write down the company's land purchase costs as well as site preparation and grading components. Alternatives for the company would be to continue to operate from its current site and find additional space to rent. Currently, there are no available 40,000 to 50,000 +/- square foot buildings for rent in the City of Monticello, so Wiha Tools would be forced to explore sites located in other cities as part of this process. The company's preferred plan is to construct a new building in the City of Monticello, where it has been growing and has access to a stable, reliable workforce. City staff developed a scoring system to evaluate the merits of economic development projects. It has been used consistently since 2016. Based on the metrics, the score for the Wiha Tools' development proposal is 34.5. This score is among the highest ranking of numerous compared proposals over the past several years. The fact that Wiha Tools is developing a sizeable new building with a projected value of $6,800,000 +/-, resulting in a significant increase in the tax base, as well as creating a total of 41 new jobs over the next three years, contributes to the attractive score ranking. State statutes for use of TIF requires a public hearing to be held by City Council. Several years ago, the Council assigned TIF District review and administration to the EDA; however, the Council is still responsible for the final approval of the TIF Plan and authorization of creating a new TIF District. The City Council recently (April 11, 2022) established an Economic Development TIF District (#1- 44) as part of Washburn Computer Group's proposed 45,000 square foot expansion. For Economic Development TIF Districts, the increment assistance is commonly used to help write down land purchase costs and cover site preparation expenses. Budget Impact: The budgetary impact related to the City Council consideration of Resolution 2022-77 establishing a new Economic Development TIF District is minimal. Wiha Tools submitted the required TIF application fee of $12,500 to cover consultant fees related to the TIF review process. Costs incurred over and above the fee deposit will be invoiced to Wiha Tools. The budget impact of the development proposal itself is positive in that the tax increment generated via the new development will be structured as a PAYGO and be paid out over the life of the TIF District. If the TIF District is approved, the eligible development costs incurred by the Wiha Tools will be reimbursed solely through the increment payments derived from the new development over the life of the TIF District (potential of 9 years). The potential annual property taxes at the time of TIF District decertification may be between $125,000 to $215,000 depending on when a Phase II building component is completed. About 34 percent of that figure is expected to go to the city each year post decertification. City Council Agenda: 07/11/2022 II. Staff Workload Impact: The Economic Development Manager, Community Economic Development Coordinator, and the Community Development Director have been involved in the work tasks related to the Wiha Tools' development proposal. Staff have also committed numerous hours towards the completion of the MIF Grant (Forgivable Loan) application which was submitted to MN -DEED on 7-06-22. It should be noted that tasks related to the critical TIF "but for" analysis (but for the TIF assistance, the proposal would not move forward) and preparation of the "Plan" has been completed by Northland Securities, Inc. (NSI). The EDA attorney has also been involved in preparation of the resolutions and various legal documents as well as review of the TIF Plan. A TIF review and approval calendar is included illustrating the key task milestones. An estimate of the time commitment by all staff towards completion of the TIF review and approval tasks is approximately 85 to 95 hours. Land use applications for the proposed development will also be required and reviewed by the Planning Commission and the City Council. III. COMPREHENSIVE PLAN IMPACT: Continuing to support Monticello industrial firms who meet the City's goals for employment and tax base is consistent with the Monticello 2040 Value Statement of "A diversified and strong local economy competitive at regional, state and national levels." The Monticello 2040 + Plan's Economic Development Chapter includes numerous statements aligning with this proposed expansion, including those for business retention, reinvestment, tax base expansion and workforce development. STAFF RECOMMENDED ACTION City staff recommends authorizing the establishment of a new Economic Development TIF District in support of the Wiha Tools' 78,400 square foot facility development proposal. The TIF Application materials submitted by Wiha Tools indicate that it is seeking assistance to fill a sizeable funding gap and is asking for TIF to proceed with the proposed development that will solve its space needs. Wiha Tools is also proposing to create 41 new FTE jobs (59 over five years) and eventually increase its annual payroll by approximately $3,500,000 due to its new staffing levels. Upon completion, the new development is expected to result in an increase in the City's property tax base by approximately $6,800,000 with annual taxes estimated at approximately 115,000 +/-. SUPPORTING DATA A. Resolution 2022-77 B. TIF District No 1-46 Plan C. Northland TIF Analysis Memo D. Wiha Tools TIF Application with Attachments City Council Agenda: 07/11/2022 E. TIF #1-46 Review and Approval Calendar F. Aerial Photo of proposed new facility development site G. Wiha Tools Facility Proposal Point Score Analysis CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-77 RESOLUTION ESTABLISHING AN ECONOMIC DEVELOPMENT TAX INCREMENT FINANCING DISTRICT WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 AND APPROVING A TAX INCREMENT FINANCING PLAN THEREFOR BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City"), as follows: Section 1. Recitals. 1.01 The Monticello Economic Development Authority (the "Authority") has proposed the establishment of Tax Increment Financing (Economic Development) District No. 1-46 (the "TIF District") within the previously established Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") and the adoption of the related Tax Increment Financing Plan (the "TIF Plan"), pursuant to and in conformity with applicable law, including Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the "TIF Act"), Minnesota Statutes, Sections 469.001 to 469.047 and 469.090 to 469.1081, all inclusive, as amended (collectively, and together with the TIF Act, the "Act"), as reflected in that certain document, dated March 11, 2022, entitled "Tax Increment Financing Plan for Tax Increment Financing (Economic Development) District No. 1-46 (Wiha Tools) Within Central Monticello Redevelopment Project No. 1" and presented for the Council's consideration. 1.02 The Council has investigated the facts relating to the establishment of the TIF District and the adoption of the TIF Plan. 1.03 On the date hereof, the Council conducted a public hearing relating to the TIF Plan and the establishment of the TIF District, at the views of all interested parties were heard at the public hearing; and 1.04 Except for approval of the TIF District by the Board of Commissioners of the Authority, the City has performed all actions required by law to be performed prior to the adoption and approval of the TIF Plan, including, but not limited to, delivery of the TIF Plan to the County Auditor and School District Clerk, a review of the TIF Plan by the City Planning Commission, and the holding of a public hearing thereon following notice thereof published in the City's official newspaper at least 10 but not more than 30 days prior to the public hearing. 1.05 The TIF Plan and certain information and material (collectively, the "Materials") relating to the TIF Plan and to the activities contemplated therein have heretofore been prepared and submitted to the Council and/or made a part of the City and Authority files and proceedings on the TIF Plan. The Materials include the tax increment application, project pro forma financial statement, project sources and uses and other information supplied by Wiha Tools USA, a Minnesota corporation (or an affiliate thereof or entity related thereto, the "Developer"), as to the activities contemplated therein, and information constituting or relating to (1) why the assistance satisfies the so-called "but for" test and (2) the bases for the other findings and determinations made in this resolution. The Council hereby confirms, ratifies and adopts the Materials, which are hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein. 1.06 The Developer has proposed to acquire property within the TIF District and construct and equip thereon an approximately 156,800 square foot facility, to be constructed in two phases and to be used for manufacturing hand tools for use in trade and industry (collectively, the "Development") and has requested that the Authority provide tax increment assistance to pay a portion of the public development costs of the Development. At least 85% of the facility will be used for manufacturing, warehousing, distribution, or research, with less than 15% available for office or other space not related to such functions. Based on representations by the Developer and the Developer, the City finds that jobs will be created and maintained in this state, including construction jobs. Section 2. Findings for the Creation of the TIF District and Adoption and Approval of a TIF Plan Therefor. 2.01 The Council hereby finds that the land within the Redevelopment Project is proper and desirable to establish and develop within the City, its effect will be to carry out the objectives of the Redevelopment Plan for the Redevelopment Project (the "Redevelopment Plan") by creating an impetus for the development of manufacturing facilities and related structures in the City, and otherwise promote certain public purposes and accomplish certain objectives as specified in the TIF Plan and the Redevelopment Plan. The Redevelopment Plan has been previously established by the City and the EDA and is not being expanded in connection with the establishment of the TIF District. 2.02 The Council hereby finds that the TIF District is in the public interest and is an "economic development district" within the meaning of Minnesota Statutes, Section 469.174, Subdivision 12, because it will discourage commerce and industry from moving their operations to another state, it will result in increased employment in the state, and it will result in capital investment in the City and therefore preserve and enhance the tax base in the state. 2.03 The Council hereby makes the following additional findings in connection with the TIF District. (a) The Council further finds that the proposed Development, in the opinion of the Council, would not occur solely through private investment within the reasonably foreseeable future and, therefore, the use of tax increment financing is deemed necessary. The specific basis for such finding being: The Developer has represented that it could not proceed with the proposed construction of the Development in the TIF District without tax increment assistance to offset the high cost of the land acquisition and site improvements necessary for the MN190\173\796341.v1 Development. The Developer has further represented that the expansion planned in the Development is necessary for the Developer to retain its current operations in the State, as well as to expand its business and increase jobs and the tax base in the State. (b) The Council further finds that the TIF Plan conforms to the general plan for the development or redevelopment of the City as a whole. The specific basis for such finding being: The TIF Plan conforms with the general development plan of the City and will generally complement and serve to implement policies adopted in the City's comprehensive plan. The Development is in accordance with the existing zoning for the property and the City's Planning Commission has determined that the Development is consistent with the comprehensive plan. (c) The Council further finds that the TIF Plan will afford maximum opportunity consistent with the sound needs of the City as a whole for the development of the TIF District by private enterprise. The specific basis for such finding being. The proposed Development will be used by the Developer, a private enterprise, for manufacturing products and will afford maximum opportunity for the development of the applicable parcels consistent with the needs of the City. The Development will maximize the potential of an underutilized site and will increase the taxable market valuation of the City and the State, will increase jobs in the City and State, and will increase the available manufacturing facilities in the City and State. (d) For purposes of compliance with Minnesota Statutes, Section 469.175, Subdivision 3(b)(2)(ii), the Council hereby finds that the increased market value of the property to be developed within the TIF District that could reasonably be expected to occur without the use of tax increment financing is less than the increased 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 based on the calculations set forth in Exhibit I of the TIF Plan. Thus, the use of tax increment financing will be a positive net gain to the City, the School District, and the County, and the tax increment assistance does not exceed the benefit which will be derived therefrom. 2.04 The City elects to retain all of the captured tax capacity to finance the costs of the TIF District. 2.05 The provisions of this Section 2 are hereby incorporated by reference into and made a part of the TIF Plan. 2.06 The Council further finds that the TIF Plan is intended and, in the judgment of this Council, its effect will be, to promote the public purposes and accomplish the objectives specified therein. Background information and facts supporting all the above findings are set MN190\173\796341.v1 forth in the TIF Plan which is hereby incorporated by reference into and made a part of this resolution. 2.07 The adoption of the TIF Plan conforms in all respects to the requirements of the Act. The TIF Plan will help facilitate development that will create new manufacturing uses, provide employment opportunities, and improve the tax base in the City and State. The City expressly finds that any private benefit to be received by a private developer is incidental, as the tax increment assistance is provided solely to make the development financially feasible and thus produce the public benefits described. Therefore, the City finds that the public benefits of the TIF Plan exceed any private benefits. Section 3. Creation of the TIF District and Approval and Adoption of the TIF Plan. 3.01 Subject to approval of the TIF Plan by the Board of Commissioners of the Authority, the TIF District is hereby established and the TIF Plan, as presented to the City Council on this date, including without limitation the findings and statements of objectives contained therein, is hereby approved, ratified, established, and adopted and shall be placed on file in the office of the City Finance Director. Approval of the TIF Plan does not constitute approval of any project or a development agreement with any developer. City and Authority staff and consultants are authorized and directed to proceed with implementation of the TIF Plan and to transmit the request for certification of the TIF District to the Wright County Auditor in such form and content as the County Auditor may specify. The Wright County Auditor is requested to certify the original net tax capacity of the TIF District as described in the TIF Plan, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased in accordance with the Act. The County Auditor/Treasurer of the County is requested to certify the original net tax capacity of the TIF District, as described in the TIF Plan. 3.02 City staff, advisors, and legal counsel are authorized and directed to proceed with the implementation of the TIF Plan and to negotiate, draft, prepare, and present to the City Council for its consideration all further plans, resolutions, documents, and contracts necessary for this purpose. ADOPTED BY the City Council of the City of Monticello, Minnesota, this 11th day of July, 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk MN190\173\796341.v1 FBI-D'TiTm CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 (Wiha Tools) 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...............................................................................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..............................................................................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................................................................................. 6 2.04.7 Duration of TIF District..............................................................................7 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................7 2.04.9 Prior Planned Improvements.................................................................... 7 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...........................................................8 Section 3.04 Pooling and Five -Year Rule.............................................................9 Section 3.05 Financial Reporting and Disclosure Requirements .....................9 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 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 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 (Economic Development) District No. 1-46 to assist with the financing of Public Development Costs for the construction of approximately 156,800 square feet of building space to provide a facility for manufacturing of hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 78,400 square feet of space completed in 2022, and phase two to include approximately 78,400 square feet completed in 2024. The completion dates are estimated for planning purposes. 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. 1-46. 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 Wiha Tools USA, its successors or assigns. 7. "Development" means the construction of approximately 156,800 square feet of building space to provide a facility for manufacturing hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 78,400 square feet of space completed in 2022, and phase two to include approximately 78,400 square feet completed in 2024. 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 Authority" means the Authority. 15. "TIF District" means Tax Increment Financing (Economic Development) District No. 1-46. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 16. "TIF Plan" means the tax increment financing plan for the TIF District (this document). SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 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 approximately 156,800 square feet of building space to provide a facility for manufacturing hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 78,400 square feet of space completed in 2022, and phase two to include approximately 78,400 square feet completed in 2024. 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 proposed development plans for the project in the TIF District 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. 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 Development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. The reasons and facts supporting this finding include the following: The Development requires public financial assistance to offset the cost of land acquisition and site improvements to allow for the Developer to proceed with construction of the Development. The Developer has represented that the expansion is necessary to retain its current operations in Minnesota, to expand its business and increase jobs in Minnesota, and to increase the tax base in Minnesota. 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 indicates that the increase in estimated market value of the proposed development (less the present value of the projected tax increments for the maximum duration permitted by the TIF Plan) exceeds the estimated market value of the site prior to the establishment of the TIF District. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.1 Designation This TIF District is designated as Tax Increment Financing (Economic Development) District No. 1-46. 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District includes the following five parcels and the immediate adjacent roads and right-of-way. • 155-0290-02100 • 155-0290-02110 • 155-0290-02120 • 155-0290-02090 • 155-0290-02130 The Legal Description for the properties included in the TIF District are as follows: Lot 9, Block 2, Lauring Hillside Terrace Lot 10, Block 2, Lauring Hillside Terrace Lot 11, Block 2, Lauring Hillside Terrace Lot 12, Block 2, Lauring Hillside Terrace Lot 13, Block 2, Lauring Hillside Terrace 2.03.3 Type of District The TIF District is established as an "economic development" district pursuant to Sections 469.174 subdivision 12, and 469.176, subdivision 4c, of the TIF Act. The TIF Act allow tax increments from an economic development district as a tax increment financing district that consists of any project or portions of a project which the TIF Authority finds to be in the public interest because: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; (2) it will result in increased employment in the state; (3) it will result in preservation and enhancement of the tax base of the state; or (4) it satisfies the requirements of a workforce housing project under Section 469.176, subdivison 4c, paragraph (d) of the Act. The Authority finds the Development to be in the public interest because it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality, it will result in increased employment in the state and it will result in preservation and enhancement of the tax base of the state. Revenue derived from tax increment from an economic development district may not be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if more than 15 percent of the DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 4 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 buildings and facilities (determined on the basis of square footage) are used for a purpose other than: (1) the manufacturing or production of tangible personal property, including processing resulting in the change in condition of the property; (2) warehousing, storage, and distribution of tangible personal property, excluding retail sales; (3) research and development related to the activities listed in clause (1) or (2); (4) telemarketing if that activity is the exclusive use of the property; (5) tourism facilities, (6) space necessary for and related to the activities listed in clauses (1) to (5) or (7) a workforce housing project that satisfies the requirements of 496.176, subdivision 4c, paragraph (d) of the TIF Act. The Development will be used for the purpose of manufacturing tangible personal property, and 100% of the planned building will be used for this purpose. The Development is a qualified facility and meets these requirements in 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 Auditor upon request for certification. For the purposes of the TIF Plan, the estimated original net tax capacity is $31,392. This amount is estimated based on the estimated market value of $1,569,600 for the parcels within the boundaries of the TIF District; with tax capacity value calculated for commercial property. The total tax capacity value of the property after completion of the first phase of the Development is estimated at $126,694. This amount is based on a total estimated taxable market value of $6,334,720 for taxes payable in year 2025, with the property classified as commercial. The estimated difference between the total tax capacity value after development completion of phase one and the original net tax capacity value is the captured tax capacity value in the amount of $95,302. The total local tax rate for taxes payable in 2022 is 96.98%. 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 County Auditor shall certify the original local tax rate that will apply 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 after completion of the first phase of the Development is $92,093. This estimated amount is after deducting the estimated state auditor fee (0.36% of tax increment collected). 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 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 life of the TIF District. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 2.04.2 Public Development Costs The Authority will use tax increments to pay Public Development Costs. Public Development Costs will include administrative expenses for the TIF District to be paid by the Authority and land acquisition and site improvement costs to by the Developer. A contract between the Authority and the Developer will define the means for verifying the Public Development Costs eligible for reimbursement and the means of disbursing tax increments collected by the Authority to be paid by the Developer to reimburse the Developer for Public Development Costs. 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 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 Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County Interest and investment earnings Sales/lease proceeds Market value homestead credit Total $1,632,139 $10,000 $0 $0 Total Estimated Tax Increment Revenues $1,642,139 Estimated Public Development Costs/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition Site improvements/preparation costs Utilities Other qualifying improvements Administrative costs Estimated Public Development Costs Estimated financing costs Interest expense $799,000 $352,034 $0 $0 $127,893 $1,278,926 $363,213 Total Estimated Public Development Costs/Financing Costs to be Paid from Tax Increment $1,642,139 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense $1,642,139 The Authority reserves the right to retain up to ten percent (10%) of tax increment revenues, in addition to any required fees paid to the State and County. The Authority will use these monies to pay for and reimburse the Authority for costs of administering the TIF District, as allowed by the TIF Act. The estimated amount of tax increment revenue to pay administrative expense is DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 6 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 shown in Figure 2-1. Anticipated administrative expenses of the TIF District include an annual audit of the fund for TIF District, preparation of annual reporting, legal publication of annual report, and administration of the development agreement. 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 bonds as a result of the TIF Plan. The Authority intends to use tax increments to reimburse itself for administrative costs and to reimburse the Developer on a pay -go basis for certain Public Development Costs, with interest. 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 Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of eight (8) years after the date of receipt of the first tax increment or nine (9) years of tax increment collection. The estimated first year of tax increment collect is 2024. The estimated decertification date is 12/31/2032. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 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 will not happen 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 Development on city -provided services. There may be minimal borrowing costs to the City or the Authority for the Development. A manageable increase in water and sewer usage is expected. 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 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. 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 County 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 and public hearing): ■ 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 DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 8 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 no more than the current net tax capacity of the parcels eliminated. 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 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 a tax increment financing (TIF) district within four years from the date of certification of the original net tax capacity of the 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. 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 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 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, the 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 AND FIVE-YEAR RULE At least 80% of the tax increments (not including 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 20% of the tax increments from the TIF District may be used to finance activities outside the TIF District but within the boundaries of 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 TIF 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 TIF District; or • used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the TIF District. It is anticipated that all tax increments to be collected from within the TIF District and distributed by the County will be spent or obligated within five years from the date of certification of the TIF District. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 9 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 SECTION 3.OS 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 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. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increments. N:14 III W 0 3:1101-M 3III-9101 *f*1111 11 ITK*01 ►IFA l ] 4 (_1014 4 The Authority will comply with the business subsidies requirements specified in Minnesota Statutes, Sections 116J.993 to 116J.995. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 10 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit I Monticello EDA Tax Increment Financing District No. TIF 1-46 Present Value Analysis As Required By Statute Minnesota Statutes 469.175(3)(2) Wiha Manufacturing 1 Estimated Future Market Value w/ Tax Increment Financing 13,583,355 ' 2 Payable 2022 Market Value 1,569,600 3 Market Value Increase (1-2) 12,013,755 4 Present Value of Future Tax Increments 1,278,926 5 Market Value Increase Less PV of Tax Increments 10,734,828 6 Estimated Future Market Value w/o Tax Increment Financing 1,699,652 ' 7 Payable 2022 Market Value 1,569,600 8 Market Value Increase (6-7) 130,052 9 Increase in MV From TIF 10,604,776 2 ' Assume 7.00% annual appreciation over 8 year life of district. 2 Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 11 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit II City of Monticello Tax Increment Financing District No. TIF 1-46 (Economic Development) Wiha Manufacturing Projected Tax Increments from Tax Increment Financing (TIF) TIF Taxes Tax Less Base Captured Tax Present District Payable TMV Total Tax Tax Tax Rate Increments Year Year Capacity Capacity Capacity (TIF) Value 1 2024 3,136,000 62,720 (31,392) 31,328 96.98% 30,273 28,623 2 2025 6,334,720 126,694 (31,392) 95,302 96.98% 92,093 112,314 3 2026 9,597,101 191,942 (31,392) 160,550 96.98% 155,143 247,828 4 2027 12,924,096 258,482 (31,392) 227,090 96.98% 219,443 432,065 5 2028 13,053,337 261,067 (31,392) 229,675 96.98% 221,941 611,162 6 2029 13,183,870 263,677 (31,392) 232,285 96.98% 224,464 785,263 7 2030 13,315,709 266,314 (31,392) 234,922 96.98% 227,012 954,502 8 2031 13,448,866 268,977 (31,392) 237,585 96.98% 229,586 1,119,014 9 2032 13,583,355 271,667 (31,392) 240,275 96.98% 232,184 1,278,926 1,632,139 TOTAL = Kev Assumptions 1 TMV means Taxable Market Value. Annual growth assumption for TMV = 1.00% 2 Tax Rate and Base Tax Capacity are estimated based on Taxes Payable Year 2022 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV for the TIF District = $1,569,600 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 6/1/2023 6 Assumption for TIMV = Phase I includes 78,400 SF at $80.00 per SF completed in 2022, and Phase II includes an additional 78,400 SF at $80 per SF (adjusted by 1.0% growth assumption) 7 Tax Increments is after deducting State Auditor Fee (0.36% of TIF) DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 12 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit III Monticello EDA Tax Increment Financing District No. TIF 1-46 Impact on Other Taxing Jurisdictions (Taxes Payable 2022) Wiha Manufacturing Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) $240,275 Payable 2022 Local Tax Rate 96.982% Estimated Annual Tax Increment $233,023 Percent of Tax Base Net Tax Net Tax Captured Percent of Capacity Tax Capacity % of Total Increment Total NTC (NTC) Capacity City of Monticello 31,827,900 240,275 0.75% Wright County 202,383,636 240,275 0.12% ISD 882 43,872,446 240,275 0.55% Dollar Impact of Affected Taxing Jurisdictions 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 TIF District the creation of the TIF 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 TIF 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 TIF District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 13 Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 36.536% 37.673% 87,787 0.276% Wright County 43.751% 45.113% 105,123 0.052% ISD 882 15.446% 15.927% 37,113 0.085% Other 1.249% 1.288% 3,001 Totals 96.982% 100.000% 233,024 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 TIF District the creation of the TIF 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 TIF 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 TIF District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 13 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 1 Exhibit IV 3,136,000 62,720 (31,392) 31,328 City of Monticello 11,446 13,706 4,839 391 Tax Increment Financing (Economic Development) District No. TIF 1-46 6,334,720 126,694 (31,392) Wiha Manufacturing 92,426 34,820 41,696 14,720 Estimated Tax Increments Over Maximum Life of District 3 2026 9,597,101 191,942 Based on Pay 2022 Tax Rate = 96.982% 36.536% 43.751% 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 2024 3,136,000 62,720 (31,392) 31,328 30,382 11,446 13,706 4,839 391 2 2025 6,334,720 126,694 (31,392) 95,302 92,426 34,820 41,696 14,720 1,190 3 2026 9,597,101 191,942 (31,392) 160,550 155,704 58,659 70,242 24,798 2,005 4 2027 12,924,096 258,482 (31,392) 227,090 220,236 82,970 99,354 35,076 2,836 5 2028 13,053,337 261,067 (31,392) 229,675 222,743 83,914 100,485 35,475 2,869 6 2029 13,183,870 263,677 (31,392) 232,285 225,275 84,868 101,627 35,879 2,901 7 2030 13,315,709 266,314 (31,392) 234,922 227,832 85,831 102,781 36,286 2,934 8 2031 13,448,866 268,977 (31,392) 237,585 230,415 86,804 103,946 36,697 2,968 9 2032 13,583,355 271,667 (31,392) 240,275 233,023 87,787 105,123 37,113 3,000 Total 1,638,036 617,099 738,960 260,883 21,094 Note: Estimated Total Tax Increment 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 the estimated Tax Increments (TIF) after deduction of the State Auditor's fee. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 14 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 EXHIBIT V Map of Boundaries of Tax Increment Financing District No. 1-46 DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 15 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 EXHIBIT VI Map of Boundaries of Central Monticello Redevelopment Project No. I B re k , I f CT r. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 16 .�IaooT o�l F�-� • O � Q o � f�R � j• 16o I �-nT".m�. -R _ B re k , I f CT r. DRAFT FOR PUBLIC HEARING, JUNE 13, 2022 16 NORTHLAND v PUBLIC FINANCE To: Jim Thares, City of Monticello From: Tammy Omdal Date: July 5, 2022 Re: Tax Increment Financing District No. 1-46 (Wiha Tools) The City of Monticello (the "City") and the City of Monticello Economic Development Authority (the "EDA) received an application for financial assistance from Wiha Tools (the "Developer") for the construction of approximately 156,800 square feet of building space to provide a facility for manufacturing of hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 78,400 square feet of space completed in 2022, and phase two to include approximately 78,400 square feet completed in 2024. The completion dates are estimated for planning purposes. (the "Project)". The site for the Project is located on five existing tax parcels located on 7h Street East and adjacent to Interstate 94 in the City (the "Property"). The City will hold a public hearing on July 11, 2022 to consider the establishment of Tax Increment Financing (Economic Development) District No. 1-46 (the "TIF District") within Central Monticello Redevelopment Project No. 1. Following the public hearing the City Council may consider adoption of a resolution to establish the TIF District. The establishment of the TIF District by the City provides the authority for the EDA to consider approval of the TIF District and financial assistance to the Developer for the Project at a future date. The purpose of this memorandum is to provide information on tax increment financing authority and process followed for establishing the TIF District, along with a summary of the plan for the TIF District. Background on TIF Authority Tax increment financing (TIF) is a statutory financing tool to promote economic development, redevelopment, and housing development in areas where it would otherwise not occur. The establishment of a TIF district allows a city or an authority to "capture" the revenues generated by the increase in net tax capacity resulting from new development within a designated geographic area called a TIF district. The revenue comes from the increase in property taxes, with some limited exceptions to the taxes that may be captured within a TIF district. For example, referendum taxes and state property taxes cannot be captured with a TIF district. The maximum duration to capture the tax increments from an economic development district is 8 years after the first year of tax increment collections for a total of 9 years. A city/authority may use tax increments to finance public improvements and other qualifying costs related to the new development that generated the increase in net tax capacity. Certain findings must be made by a city/authority when approving a TIF district, including a finding that the project, as Northland Securities, Inc. 150 South Fifth Street Suite 3300, Minneapolis, MN 55402, Main Tel. 612-851-5900 www.nortMandsecurities.com Member FINRA and SIFC I Registered with SEC and MSRB Monticello TIF District 1-46 July 5, 2022 Page 2 proposed, is feasible only through assistance, in part, from tax increment financing. This is commonly referred to as a "but for" finding. Economic Development TIF District The purpose of an economic development district is generally to assist development of a manufacturing facility, among other purposes. Tax increments from an economic development district can be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if certain conditions are met. The conditions are as follows: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; or (2) it will result in increased employment in the state; or (3) it will result in preservation and enhancement of the tax base of the state. The Project qualifies as an economic development TIF district. The Project is for manufacturing and office space necessary for and related to manufacturing, and 100% of the planned building (on a square footage basis) will be used for this purpose. Process for Approval The first step in creating the TIF District is the adoption of a Tax Increment Financing Plan for the TIF District (the "TIF Plan"). The TIF Plan provides information about the Project to be funded with tax increment from the TIF district and authorizes the use of tax increment from the district to pay TIF - eligible project costs, among other items. A tax increment financing district administered by the EDA (after establishment by the City) must be located within the boundaries of a specified redevelopment project area. The EDA has previously established the Central Monticello Redevelopment Project No. 1(the "Project Area"), as modified over time, and set the boundaries of the Project Area as shown in the map included in Exhibit VI of the TIF Plan. No modification to the Project Area or Redevelopment Plan for the Project Area is proposed. After the TIF District is established by the City, the EDA may consider its actions, including approval of a contract for private development with the Developer for tax increment financing assistance. The proposed terms of the contract and project specifics remain under discussion. It is anticipated the EDA will retain 10% of the annual tax increment to reimburse itself for administrative costs and the remaining 90% of tax increment will be available to reimburse the Developer for TIF -eligible project costs incurred by the Developer. Notice to County and School District Before the public hearing and the establishment of a TIF district, the City/EDA must provide certain notices to the county and the school district, including providing a copy of a draft TIF plan. The county and school district may comment on the proposed TIF district but cannot prevent the creation of the TIF district. On behalf of the City/EDA, Northland submitted a letter and a draft copy of the Monticello TIF District 1-46 July 5, 2022 Page 3 TIF Plan for the TIF District to Wright County and Monticello Public School (District No. 882) on May 27, 2022, and a second notice on June 10, 2022, asking to receive comments. Adoption of TIF Plan Following the public hearing, the City Council may adopt the resolution approving the establishment of the TIF District within the Project Area and the adoption of the TIF Plan relating thereto (the "Resolution"). TIF Plan Summary TIF plans can be confusing, as the plans tend to contain technical language that is required by the statutes that govern tax increment. The summary that follows is provided to highlight the key elements of the TIF Plan. A complete copy of the draft TIF Plan is available and included in the packet for the City Council meeting. In summary, the TIF Plan provides for the EDA to capture 100% of the tax increments collected from the Property within the TIF District to reimburse certain TIF eligible project costs incurred by the Developer, and to reimburse the EDA for administrative costs of the TIF District. Item Plan Section Comments City Plans and 2.02.2 Section 2.02 of the TIF Plan summarizes the proposed Development development and explains how this development is Program consistent with local plans and policies of the City. Boundaries of TIF 2.03.2 The TIF District includes five parcels. The parcels are District privately owned. The Developer plans to acquire the parcels for the Project from the owner. Type of District 2.03.3 The TIF District is an economic development district. The district will meet the statutory criteria for this type of district as a manufacturing facility. Estimated Tax 2.04.1 The Project is estimated to create annual tax increment Increment revenue of $92,093 in year 2025 (estimated to be the second year of the TIF District) after completion of phase one. This amount is based total estimated taxable market value of the Property of $6,334,720 after completion of phase one. The actual estimated market value of the property will be set by the Assessor after completion of construction. Changes in property values and tax rates, among other factors, may alter the amount of tax increment revenue from vear-to-vear. The TIF Plan includes estimates for Monticello TIF District 1-46 July 5, 2022 Page 4 Item Plan Section Comments planning purposes only, and the actual amounts will vary. Estimated Source 2.04.2 Tax increment revenue will be used to pay Public and Uses of 2.04.3 Development Costs related to development of the Funds Property (the "Costs"). The TIF Plan provides for the 2.04.4 reimbursement of Costs paid by the Developer and Costs paid by the EDA for administrative expense of the TIF District. The Costs included in the TIF Plan include $799,000 for land acquisition, $352,034 for site improvements, and $127,893 for EDA administrative costs. Reimbursement of Costs will be on a pay -go basis. As tax increment is collected by the EDA upon distribution of taxes from the county, the EDA will use the available tax increments to reimburse the Developer and itself for actual Costs incurred plus interest. The terms for payment to the Developer will be detailed in a written contract between the EDA and the Developer. The terms remain subject to final negotiations. See Exhibit A and B to this memo for more information on estimated TIF and planned use of funds. Bonded 2.04.6 All payments made by the EDA will be on a "pay -go" Indebtedness basis payable solely from available tax increments and will not be a general obligation of the City. Duration 2.04.7 The TIF Plan provides for a duration of nine (9) years which is the maximum duration allowed for an economic development district. The estimated month and year of first receipt of tax increment is July 2024. The estimated required decertification date based on year 2024 as the first year of tax increment collection is December 31, 2032. Monticello TIF District 1-46 July 5, 2022 Page 5 EXHIBIT A City of Monticello Tax Increment Financing District No. TIF 1-46 (Economic Development) Wiha Manufacturing Projected Tax Increments from Tax Increment Financing (TIF) Key Assumptions 1 TMV means Taxable Market Value. Annual growth assumption for TMV = 1.00% 2 Tax Rate and Base Tax Capacity are estimated based on Taxes Payable Year 2022 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV for the TIF District = $1,569,600 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 6/1/2023 6 Assumption for TIMV = Phase I includes 78,400 SF at $80.00 per SF completed in 2022, and 7 Tax Increments is after deducting State Auditor Fee (0.36% of TIF) 4.00% 10.000% 4.00% 4.00% 4.00% TIF for TIF Taxes Tax Net Net Present EDA Present Present Present District Payable TMV Total Increments Available Available Value Admin Value Value Value Year Year (TIF) TIF Phase I TIF Phase II Costs 1 2024 3,136,000 30,273 28,623 3,027 2,862 27,246 25,760 2 2025 6,334,720 92,093 112,314 9,209 11,231 82,884 101,083 3 2026 9,597,101 155,143 247,828 15,514 24,783 83,986 174,443 55,643 48,603 4 2027 12,924,096 219,443 432,065 21,944 43,206 85,099 245,889 112,400 142,970 5 2028 13,053,337 221,941 611,162 22,194 61,116 86,223 315,467 113,524 234,579 6 2029 13,183,870 224,464 785,263 22,446 78,526 87,358 383,224 114,660 323,513 7 2030 13,315,709 227,012 954,502 22,701 95,450 88,505 449,205 115,806 409,847 8 2031 13,448,866 229,586 1,119,014 22,959 111,901 89,663 513,453 116,965 493,659 9 2032 13,583,355 232,184 1,278,926 23,218 127,893 90,832 576,012 118,134 575,022 1,632,139 163,214 721,794 747,131 Key Assumptions 1 TMV means Taxable Market Value. Annual growth assumption for TMV = 1.00% 2 Tax Rate and Base Tax Capacity are estimated based on Taxes Payable Year 2022 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV for the TIF District = $1,569,600 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 6/1/2023 6 Assumption for TIMV = Phase I includes 78,400 SF at $80.00 per SF completed in 2022, and 7 Tax Increments is after deducting State Auditor Fee (0.36% of TIF) Monticello TIF District 1-46 July 5, 2022 Page 6 EXHIBIT B Monticello EDA Tax Increment Financing District No. TIF 1-46 Estimated Tax Increment Revenues and Public Development Costs Wiha Manufacturing Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County $1,632,139 Interest and investment earnings $10,000 Sales/lease proceeds $0 Market value homestead credit $0 Total Estimated Tax Increment Revenues $1,642,139 Estimated Public Development Costs/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition $799,000 Site improvements/preparation costs $352,034 Utilities $0 Other qualifying improvements $0 Administrative costs $127,893 Estimated Public Development Costs $1,278,926 Estimated financing costs Interest expense $363,213 Total Estimated Public Development Costs/Financing Costs to be Paid from Tax Increment $1,642,139 Estimated Financing Total amount of bonds to be issued $1,642,139 REVISED CALENDAR FOR NEW HEARING DATE City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. TIF 1-46 Economic Development TIF District Wiha Manufacturing Public Hearing on July 11 S M T W T F S 1 2 3 4 5 6 7 8 9 10- 12- 14 15 16 April 13 EDA request City Council call for hearing 17 18 19 20 21 22 23 24= 26M 28 29 30 April 25 City Council calls for public hearing (called to be held June 27, original planned date) S M T W T F S 1 2 3 4 5 6 7 8M 10M 12 13 14 15 16 17 18 19 20 21 22- 24- 26 27 28 May 27 First notice and draft TIF Plan sent to county and school district 29 30 31 S M T W T F S 1 2 3 4 June 7 Planning Commission review 5 6 9 10 11 June 10 Second notice and revised draft TIF Plan sent to county and school district 12 14 15 16 17 18 19 20 21 - 23 24 25 June 27 Notice submitted to newspaper 26- 28 29 30 June 30 Publication date for hearing notice S M T W T F S 1 2 34 6 7 8 9 July 5 10 12 14 15 16 July 13 17 18 19 20 21 22 23 July 11 24M 26 - 28 29 30 31 Second Planning Commission review (if necessary) EDA approval of TIF subject to City Council approval Public hearing and establishment of TIF District Notes: 1 1 Denotes City Council meeting dates 2 Denotes EDA meeting dates 4 Denotes Planning Commission meeting date 5 City is responsible to submit hearing notice to newspaper 6 Request for certification will be submitted to the county auditor and documents sent to state prior to 6/30/2023 7 Revised calendar does not include additional actions (resolutions) by city council or EDA to call for hearing for July 11 TIF for Economic Development NORTHLAND �,,r- PUBLIC. FINANCE 6/10/2022 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Willi Hahn Corporation Address: 1348 Dundas Circle, Monticello, MN 55362 Telephone number: Name of contact person: 763-295-6591 Eric Iverson REQUESTED INFORMATION Addendum shall be attached hereto addressing in detail the following: 1. A map showing the exact boundaries of proposed development. 2. Give a general description of the project including size and location of building(s); business type or use; traffic information including parking, projected vehicle counts and traffic flow; timing of the project; estimated market value following completion. 3. The existing Comprehensive Guide Plan Land Use designation and zoning of the property. Include a statement as to how the proposed development will conform to the land use designation and how the property will be zoned. 4. A statement identifying how the increment assistance will be used and why it is necessary to undertake the project. 5. A statement identifying the public benefits of the proposal including estimated increase in property valuation, new jobs to be created, hourly wages and other community assets. b. A written description of the developer's business, principals, history and past projects I understand that the application fee will be used for EDA staff and consultant costs and may be partially refundable if the request for assistance is withdrawn. Refunds will be made at the discretion of the EDA Board and be based on the costs incurred by the EDA prior to withdraw of the request for assistance. If the initial application fee is insufficient, I will be responsible for additional deposits. SIGNATURE Applicant's signature: Date: CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Business Assistance Financing GENERAL INFORMATION: Business Name. Willi Hahn Corporation Date: April 5, 2022 Address: 1348 Dundas Circle, Monticello, MN 55362 Type (Partnership, etc.): Corporation Authorized Representative: Eric Iverson Description of Business: Distributor of small hand tools Legal Counsel: Mark Hart at Courey, Kosanda & Zimmer, PA Address: 505 Hwy 169 N, Suite 350, Minneapolis MN 55441 FINANCIAL BACKGROUND: 1. Have you ever filed for bankruptcy? IRS 2. Have you ever defaulted on any loan commitment? 11 3. Have you applied for conventional financing for the project? No 4. List financial references: a. US Bank b. C. 2 Phone: 763-271-4528 Phone: 763-398-0062 5. Have you ever used Business Assistance Financing before? If yes, what, where and when? PROJECT INFORMATION: 1. Location of Proposed Project: East 7th Street in Monticello No 2. Amount of Business Assistance requested? $2,438,000 3. Need for Business Assistance: Growth of business requiring expansion 4. Present ownership of site: Ron Maas 5. Number of permanent jobs created as a result of project? Expect additional 50-75 jobs within 5 years 6. Estimated annual sales: Present: $36,000,000 Future: $70,000,000 (5 years) 7. Market value of project following completion: After Phase i should be approximately $5,000,000 Phase II expected to add an additional $5,500,000+ 8. Anticipated start date: Summer 2022 - Land Close Completion Date: Winter 2023 Fall 2022 - Land grading Spring 2023 - Building construction FINANCIAL INFORMATION: 1. Estimated project related costs: a. Land acquisition b. Site development c. Building cost d. Equipment e. Architectural/engineering fee f. Legal fees g. Off-site development costs $800,000 $1,638,000 3 2. Source of financing: a. Private financing institution b. Tax increment funds c. Other public funds $ $5,000,000 *See Letter of Intent for Financing Information $2,438,000 $1,160,000 d. Developer equity $3,220,000 PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. Pro Forma analysis. S. Financial statements. 6. Statement of property ownership or control. 7. Payment of application fee of $14,4AOr effective 1-1-2022 fee is $12,500 • w7ha�R Tools that work for you April 4, 2022 Willi Hahn Corporation USA 1348 Dundas Circle Monticello, MN 55362 City of Monticello 505 Walnut St Ste 1 Monticello, MN 55362 To whom it may concern, This letter is to inform the City of Monticello, in coordination with the Tax Incentive Financing (TIF) application, that we are finalizing approvals from our parent company in Germany to purchase land in Monticello. Once we receive the internal approval for the land purchase, which we are expecting to obtain by Friday, April 8, we intend to make a competitive offer on the parcel with hopes that a finalized purchase agreement is in place within a couple weeks. We anticipate no issues in the negotiation process that would cause us to note come into possession of the property. The land acquisition and building construction will be financed through multiple means. We intend to utilize various state and local incentive programs that will help us create multiple jobs for the area. Outside of the incentive process, we are planning to mainly rely on internal financing through our parent company. They have a revolving line of credit with a local bank that they can draw on, which they have agreed to do and pass on to us in the form of an intercompany loan. This loan will be paid back using the same method as a conventional mortgage loan and will be at the rate that they are able to borrow the funds at, so long as that rate is at or above the applicable federal rate (AFR) for intercompany loans agreed to by the Internal Revenue Service. Please do not hesitate to contact me with any questions. Thank you, Eric Iverson Chief Financial Officer Willi Hahn Corporation USA Willi Hahn Corporation USA 1348 Dundas Circle Monticello, MN 55362 Phone: 800-494-6104 Fax: 800-494-7456 www.wihatools.com Business Subsidy Application 1. See Below f] 2. We anticipate building a 60,000 square foot facility (Phase 1), with further plans to increase the size to 120,000 in the future (60,000 square feet as Phase 11) as business growth dictates the need. We will use the facility for light manufacturing, which will mainly include light assembly and shipping of finished products. We anticipate starting the project in the late Spring of 2023 with completion in late 2023. The market value will be approximately $4.5M for the Phase I, with an additional $4.5M -$5M once Phase II is completed. Anticipated traffic flow is as follows: a. Currently 75 personal cars daily for employees, with future state in 5 years closer to 150 cars b. Currently 10 LTL semi -trucks per week on average — expect this to approximately double in five years c. Currently 2-3 smaller parcel trucks per day, which should stay fairly consistent with increase in business d. Owned box truck is expected to have two deliveries per week 3. The land is currently zoned IBC and approved for Light Industrial Use. We intend to use the site for light assembly and distribution in the near future, with the potential to include injection molding and steel machining / heat treating in the future, which both fall under the Light Industrial Use designation. 4. The incremental assistance is required for us to move forward with the project 5. Assuming the anticipated growth, we expect the property value to increase to approximately $9M within five years after the project is completed (which assumes Phase I and Phase II are both completed). Within that same five-year period, we anticipate adding at least 50 full-time blue-collar jobs and 10-15 white collar jobs. We also partner with Monticello High School to offer a work program which we intend to grow from our current roster of 4 students to over 15 students. The breakdown on the expected wages are as follows: a. Minimum starting wage for inexperienced blue-collar full-time employees is $16 per hour, plus comprehensive benefits and bonus potential i. Average hourly wage for blue collar employees is currently $18 per hour plus benefits/ bonus potential b. Most white-collar employees can expect an annual salary in excess of $50,000 plus benefits/ bonus potential 6. We are anticipating that Kinghorn Construction, a family-owned company based in Rogers, MN, will be coordinating all construction / development activities. Kinghorn was established in 1979 and has done multiple commercial buildings and warehouses throughout the immediate area. Kinghorn built our current main facility and completed a building addition as well. Some of the other past projects include (details at kinghornconstruction.com): a. Delta Modtech in Ramsey, MN b. Clam Outdoors in Rogers, MN c. Northwest Machine in Rogers, MN d. FedEx distribution center in Rogers, MN e. Westbrook Community Church in Chaska, MN About Wiha Tools Founded in 1939, Wiha has become a leading global manufacturer of hand tools and solutions for professional tradespeople and industrial markets. Currently, over 1,400 Wiha employees manufacture and market award-winning Wiha premium tools. A host of awards underline that Wiha has set the standard in functionality, design, and quality. Willi Hahn Corporation USA, dba Wiha Tools and in operation since 1985, is a wholly owned subsidiary of Wiha Werkzeuge Gmbh Schonach, Germany. Wiha Tools USA is the largest Wiha subsidiary, offering over 3,500 products from our Monticello, Minnesota-based North American Headquarters. Wiha USA services North, Central, and South America. With over 80 years of manufacturing experience, Wiha has become a world leader in producing premium quality German hand tools focusing on application -driven design, engineered specifically for professional tradespeople. Wiha's commitment is to premium quality, innovation, and unparalleled customer service. As a TOP 100 most innovative medium-sized German enterprise, the family-owned company received the Manufacturing Excellence Award (MX Award) as the best German SME (Small Medium Enterprise). Wiha is the first-hand tool manufacturer in the world to receive the internationally recognized AGR (Aktion Gesunder Rucken) seal of approval. Wiha's innovative approach offers real added value and user benefits in increased efficiency and everyday work functionality. 4/7/22, 10:35 AM wihao %.I. that w for you About Wiha — who we are About Wiha Wiha is one of the world's leading manufacturers of hand tools for professional use in trade and industry. Founded over 80 years ago as a small family run business, today, Wiha is a globally active company, still owner -operated by the Hahn family. https://www.wiha.com/gb/en/company/about-wiha/ f "tit. 4/7/22, 10:32 AM I.— Iv —Ilk for val. Wiha's company history Wiha's company history 80 years of company history- 80 years of developing ideas to simplify & improve the professional's everyday life wor Founded in 1939 as a small family run business, Wiha now supports users with around 10,000 listed precision tools positioned itself as a driver of innovation in the market. https://www.wiha.com/gb/en/company/history/ 1/3 4/7/22,10:32 AM W hal R ,o.,A,w..o�,o.Y- Wiha's company history which offer sufficient potential for constant growth. This approach paired with the Black Forest passion for ideas, c precision, has been the driver for past and future growth steps. 1939 Willi Hahn GmbH & Co. KG established in Wuppertal 1943 Company relocated to Schonach in the Black Forest due to the war 1947 Screwdriver production starts 1966 Zweig production plant acquired in nearby Monchweiler 1976 Wilfried Hahn takes over executive management, the 2nd generation of the Hahn family to lead the comp https://www.wiha.com/gb/en/company/history/ 2/3 4/7/22,10:32 AM Wiha's company history whill �R Toole fxt wore for you 2006 the UK, Singapore and the Nordic region, also purchased Kunststoffwerk AG Buchs, Switzerland 2006 Further strategic expansion of the Wiha Group with the foundation of Wiha Nordic, Vietnam, Thailand, Ind Pacific 2010 2011 Wilhelm Hahn is the 3rd generation to join executive management 2014 New segment -oriented direction in strategy to focus market development on defined user segments 2015 Wiha electrician cases become pioneers in the new Wiha competence systems 2016 Wiha Finland established, Wiha is the first hand tool manufacturer to receive the AGR seal 2017 The new bit concept extends the expertise and concept approach within the Wiha range, Wiha extends it production sites in Germany, Poland and Vietnam 2018 The world's first e -screwdriver speedE® from Wiha revolutionises manual screwdriver use https://www.wiha.com/gb/en/company/history/ 3/3 3A. Exh A- Project Narrative Exhibit A — Aerial Image of Proposed Site Name of Project: 041o"1I�o2Z, \e_c SYIPA� v 1. Number of New Employees Point Value Number +1 1-5 +2 6-15 +3 16-30 +4 31-50 +5 51 + 2. Number of Jobs Per Acre Point Value Number Per Acre +1 1— 2 per acre +2 3 — 4 per acre +3 �5—�6e �ac e +4 6 — 7 per acre +5 8 + per acre 3. Average Wages for New Jobs Point Value Pay Range Dollar Weighting +1 $15,000-24,999 $20,000 +2 $25,000-29,999 $27,500 +3 $30,000-44,999 $37,500 +4 $45,000-59,999 $52,500 +5 $60,000+ $60,000 4. Public Assistance per New Jobs OO OC7�DPublic Assistance 5qNumber of new jobs created 2 Total Empl sl$3 W Public Assistance per new job Point Value Public Dollars Invested Per New Job +1 Over $50,000 +2 $40,000 to $49,999 +3 $30,000 to $39,999 +4 $20,000 to $29,999 +5 $0 to $19,999 5. Number of Years of TIF Assistance Needed +0 s +1 8 years +2 7 years or less 6. Developed Assessed Value Per Acre Point Value Value Per Acre +1 $150,000-199,999 +2 $200,000-349,999 +3 $350,000-499,999 +4 $500,000-599,999 +5 $600,000+ 7. Business Retention Point Value Number of Retained Jobs +0.5 1-5 jobs +1 6-10 jobs +1.5 11-30 jobs +2 31-50 jobs +2.5 50-100 'ob +3 101 + jobs 3 O 8. Ratio of Private versus Public Investment in Project $ 10 ,10 0 a DO Private Investment 1 0(2 0 EDA/Public Investment • 1 n DO Total Investment _LD.7 Z- Ratio of Private versus Public financing Point Value Ratio +1 over 2:1 +2 over 3:1 +3 over 4:1 +4 over 5:1 +5 rLr 6:1 or greate I-C4,o 1Q., 9. Significant Community Impact Point Value Unsubsidized Spin -Off development potential +1 Low potential fors in -off of unsubsidiud cleveloomen + Moderate potential for spin-off unsubsidized development +3 High potential for spin-off unsubsidized development 10. Tenure in Business Operation Point Value Number of Years in Business +1 Five years or less a+3 6 to 10 year:::::11 years or more El 11. Environmental Impacts Point Value Types of Environmental Issues +1 Enhances the environments aspects of a site via clean-up 'of or improved aesthetics via unique site or architectural features -0- No impacts -1 Noise Issues -2 Noise and negative visual aesthetics -3 Noise, odors, dust, traffic and negative visual aesthetics WORKSHEET SUMMARY Factors Total Points #1. Number of New Employees S-(1-5) #2. Number of Jobs Per Acre (1-5) #3. Average Wages for New Jobs 26-30 #4. Public Assistance Per New Job 100 percent discount from market price = $1.00 for the entire lot #5. Number of Years of TIF Assistance (1-2) #6. Developed Assessed Value Per Acre (1-5) #7. Business Retention (# of Jobs) (.5-3) #8. Ratio of Private to Public Invest. J (1-5) #9. Significant Impact/Comp Plan Goals (1-3) #10. Number of Years of Business Oper. (1-3) #11. Environmental Impacts (-3 to +1) 34--o5 Total Points Total Possible Points = 42 Total Worksheet Points Equated to Land Price Total Overall Points Price for Otter Creek Land 1-5 $3.16 per sq. ft. (No TIF) 5-10 $3.16 per sq. ft. with TIF as a land reimbursement to developer 11-15 20 percent discount from market price = $2.53 per sq. ft. 16-20 40 percent discount from market price = $1.90 per sq. ft. 21-25 60 percent discount from market price = $1.26 per sq. ft. 26-30 80 percent discount from market price = $.63 per sq. ft. 31-42 100 percent discount from market price = $1.00 for the entire lot 5 Economic Development Assistance Impact Score (April 7, 2022) Company - Project Name Total Score Comments; key factors Shred -N -Go 22 Lower wages; ratio of assistance to private investment; Project Novus 33 High wages; number of jobs; value of investment Suburban Manufacturing 28 Retained jobs; Walker In -Store Advertising 19 Dahlheimer Beverage 26 Karlsburger 20 Dahlheimer Expansion 25.5 Large Investment; low number of new jobs Project #6580 29.5 Higher wages; retained jobs; significant investment Project Kodiak 14 Large Investment; few jobs (6) Bondhus Corporation 31.5 Tiny site; significant investment; retained jobs Project Stallion (01-12-22) 32.5 # of new jobs + value of invest per acre + jobs per acre; moderate Pub assistance Project Shepherd (04-07-22) 34.50 larger site impacts score; function of the available privately owned site 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, July 11, 2022, at approximately 6:30 p.m. in the Mississippi Room, at the Monticello Community Center, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-46 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan (the "Tax Increment Financing Plan") relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081, as amended, Sections 469.001 through 469.047, 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. .� , - �W N m �r 1 rr I Q. -44 - _ DM 51192M TIF Districts MOIIilOCllO Central Monticello Redevelopment Project Area #1 wsb Monitcello, MN All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/ Jennifer Schreiber City Clerk 1 MN190\173\796337.v1 City Council Agenda: 7/11/2022 4A. Consideration of arwrovine a Final Staee Planned Unit Develooment. Final Plat and Development Agreement, and Rezoning to Planned Unit Development 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. Prepared by: Meeting Date: ❑ Consent Agenda Item Northwest Associated Consultants 7/11/2022 ® 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, Finance Director ACTION REQUESTED Decision 1: Consideration of a Final Plat and Development Agreement for Block 52 First Addition Motion to adopt Resolution No. 2022-78 approving the Final Plat for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z, and to approve the Development Agreement for Block 52 First Addition, authorizing the Mayor and City Administrator to execute said Agreement, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project. Decision 2: Consideration of a Final Stage PUD for Block 52 First Addition Motion to adopt Resolution No. 2022-79 approving the Final Stage Planned Unit Development for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z. Decision 3: Consideration of a Zoning Amendment creating the Block 52 PUD District, and Rezoning the subject property to Block 52 PUD, Planned Unit Development District. City Council Agenda: 7/11/2022 Motion to adopt Resolution No. 2022-80 and Ordinance No. 779 establishing the Block 52 PUD District and Rezoning the subject property to Block 52 First Addition PUD, Planned Unit Development District, based on findings in said resolution. The Planning Commission recommends approval of the rezoning to PUD. REFERENCE AND BACKGROUND Property: Legal Description: Lengthy, see Exhibit J PID #'s: 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 Planning Case Number: 2022-010 Request(s): A. Final Plat (Block 52 First Addition) B. Final Stage Planned Unit Development C. Rezoning from CCD, Central Community District to PUD, Planned Unit Development District Deadline for Decision: August 16, 2022 (120 -day deadline) Land Use Designation: Downtown Mixed Use Zoning Designation: CCD, Central Community District Overlays/Environmental Regulations Applicable: NA - Survey submitted for verification outside of Shoreland Current Site Uses: Commercial / Vacant Surrounding Land Uses: 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 City Council Agenda: 7/11/2022 includes approximately 30,000 square feet of ground floor commercial space, an underground parking garage (83 spaces) 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: In considering approval of the final plat and final stage PUD and depending on the timing of various conveyance documents, the City and EDA are consenting to and/or will be co- signatories to the plat and PUD. For both the Final Plat and Final PUD requests, the standard of review is whether the submitted application documents comply with all the terms of the Preliminary Plat and Development Stage PUD approvals. Those approvals were granted by the City Council at its regular meeting on May 23, 2022, following a public hearing and recommendation of approval by the Planning Commission held on May 18, 2022. For zoning amendment consideration, the Council's standard of review is whether the proposed zoning amendment (both the text or the zoning district and the rezoning in this case) is consistent with, and furthers the goals and policies of, the Comprehensive Plan. The Planning Commission likewise recommended approval of the zoning amendment at their May 18, 2022 hearing and meeting. The ordinance for rezoning to PUD is effective for both lots within the plat, as it is necessary to accommodate the cross access and parking condition supporting the redevelopment of the proposed Lot 2. Development Stage PUD & Preliminary Plat Conditions of Approval The Council's action for Preliminary Plat and Development Stage PUD approvals incorporated a lengthy list of conditions of approval, summarized in the May 23, 2022 staff report as Exhibit Z. These conditions are listed below, with staff comments relating to each of the conditions resulting from the review of the Final Stage and Final plat submittals. 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. Comment: Approval of the final plat for Block 52 First Addition will also be conditioned on the approval of the Final Stage PUD and Rezoning to PUD. The plat will not be executed and recorded until the applicable terms of the development and redevelopment contracts are met. City Council Agenda: 7/11/2022 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. Comment: Same as above. 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. Comment: The proposed final plat divides the property into two parcels as recommended. Lot 1, Block 1, would be retained by the City and covers the parking and circulation areas consisting of the current City parking lot on the northwest corner of the block, and an adjoining area just east of the existing antique store. This parcel would have access directly to River and Walnut Streets, and to the internal access route between the remaining buildings to Walnut Street as well. As a condition of final plat approval, the applicant is required to revise the final plat boundary line between the proposed Lots 1 and 2 to fully incorporate the existing boundaries of the three City -owned parcels representing the current public parking lot. At present, the northerly portion of the internal boundary does not include a small portion of the easterly public parking lot. Lot 1, Block 1 would then be inclusive of those three parcels, as well as small portions of three additional parcels on the block. With this lot line shift on the plat, Lot 2, Block 1 would fully encompass 7 of the 13 existing parcels on the block, along with the balance of the square footage of the three parcels not included in Lot 1. Lot 2 would cover the remaining proposed parking field and new building area, with connections to Walnut through the City parcels, and access to River Street to the north. A cross access and parking agreement will be applicable between the Developer and the City as part of the PUD. The easement would provide access and parking rights to be shared between the parties. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. Comment: As noted, a cross assess easement is incorporated as part of the PUD and will provide Lot 2 with access through the city -owned Lot 1 to Walnut and River Streets. It will also provide cross use between the City and the owner of Lot 2 for the adjoining parking areas. The cross easement and an accompanying draft maintenance agreement for the access and parking areas are included for reference. The City Attorney and Engineer will verify the acceptability of these easements prior to recording of the plat. City Council Agenda: 7/11/2022 This condition also incorporates the requirement for a public pedestrian access easement through the "parklet" space between the new and existing buildings along Broadway. 5. Park dedication requirements of the City shall be satisfied. Comment: The PARC has recommended a cash -in -lieu dedication for the proposed plat. Park Dedication requirements are specified and incorporated into the development agreement based on Lot 2, Block 1 of the plat. 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. Comment: This will be an ongoing requirement of the PUD and is incorporated into the PUD Zoning District. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. Comment: This aspect of the plan has not been discussed. The applicant does not propose balconies on the Pine Street frontage. A roof -top patio is provided at the north end of the building overlooking West Bridge Park and the River. The condition is therefore no longer applicable. 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. Comment: The comments of both agencies are incorporated into the plat. 9. The project site and building elements shall be subject to the following requirements: Comment: Although some of the conditions assigned at development stage PUD and preliminary plat have been met, the final stage PUD and plat conditions reflect these items as a matter of on-going requirements and record. a. Authentic brick is to be used on the building. Condition met. 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. Condition met. City Council Agenda: 7/11/2022 c. Where exterior wall -mounted utility meters are utilized, they shall be screened from view with materials complementary to the building design. Elevations provided do not detail location and screening detail. Remains a condition of approval. d. Color and stamping shall be applied to concrete retaining walls throughout the project. This condition has not been met in any significant degree. Condition remains applicable. e. Embed City entrance sign into retaining wall. The developer and the City continue to work on the details of this plan. Condition remains applicable. f. Work with City to create an historical sign location. The developer and the City continue to work on the details of this plan. Condition remains applicable. g. Parking lot lighting and fixtures should match the City's lighting theme. This element will be reviewed with final construction plans. Condition remains applicable. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. This will be an ongoing requirement of the PUD and is incorporated into the PUD zoning district. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. Condition met. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. This condition has not been met. A new landscape plan is required, based on the final changes to the site plan needs to be submitted. Condition remains applicable. 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. During the May 23, 2022 Council meeting, the developer explained that fire code requirements would create an unexpected and significant cost in fire protection system (sprinkling) related to the height of the corner building City Council Agenda: 7/11/2022 feature and apartment unit. To mitigate the need for inclusion of the more expensive and intense fire suppression system for the building, the height of the building at that location would need to be reduced. The height reduction has a resulting impact on the exterior elevation and architecture of the building. To address this changing condition, City Council approved the Development Stage PUD and Preliminary Plat with the condition that the developer work with staff to ensure consistency with the architectural intent of the originally proposed concept elevations, including the soffit/"cap" roofline extension at that corner. The applicant has proposed a modified version of the building cornice and parapets treatments which keeps the parapet and add lighting to the feature. However, staff would continue to recommend a wider parapet to provide additional horizontal interest. The City Council should specifically comment on this item. 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. Condition met. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). This condition has not been met. The applicants have not modified this element since the preliminary approval. Condition remains applicable. n. Freestanding planters shall be integrated in exterior hardscape areas. This condition has not been met. This will be an ongoing requirement of the PUD and should be included on the revised landscape plan. 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. This condition will be addressed by the proposed site plan changes to the Pine Steet sidewalk and promenade as recommended below. 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. Condition not met on revised plans. This condition requires further verification on the final architecturals. cl. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. City Council Agenda: 7/11/2022 This condition has not yet been met. Condition remains applicable. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. The applicants should provide additional information as to roof -top mechanical equipment. The condition has not yet been met. Condition remains applicable. 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 to 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. Comment: These items are ongoing conditions of the PUD and therefore remains applicable. 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. Comment: Condition met. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. Comment: This condition is an ongoing condition of approval and the PUD zoning. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. Comment: Staff will review compliance with the condition with submission of the revised landscape plan. 14. Additional landscaping recommendations are as follows: City Council Agenda: 7/11/2022 Comment: These comments should be addressed in an updated landscape plan as a condition of Final PUD approval. 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. Comment: Condition not met; revised landscaping plan not submitted. 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. Comment: Condition not met; revised landscaping plan not submitted. 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. Comment: Included in this recommendation would be ensuring that there is electrical access to the public and quasi -public spaces around the site, with additional landscape and site materials comments to come with the updated landscape plan. See accompanying separate document for reference. 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. Comment: Condition not met; revised landscaping plan not submitted. See accompanying separate document for reference. 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. Comment: Condition not met; revised landscaping plan not submitted. This area has been largely converted to parking space — a new landscape plan will need to address opportunities for additional green space or planting areas. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. Comment: This comment is on-going and remains a condition of approval. City Council Agenda: 7/11/2022 16. Decorative lighting provided within the westerly green space. Comment: This comment is no longer applicable as the applicant has modified their site plan. Rather, additional lighting and green space is recommended on the northerly side of the existing antiques building. 17. Building drains designed to avoid exiting over public sidewalks. Comment: The City Engineer should verify compliance with this condition. 18. An internal site is located for pet activity Comment: The applicant is required to provide detail to verify compliance with this condition. Condition remains applicable. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. Comment: Condition met. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. Comment: The City Engineer continues to review all plans as required. The City Engineer has provided a revised comment letter reviewing the final stage and final plat plans. 21. Comments from Fire Chief, including: 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. Comment: These verifications are ongoing. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. Comment: The City Engineer has provided a revised comment letter dated July 7, 2022. 23. Comments and recommendations of other Staff and Planning Commission. Comment: Planning Commission made no additional requirements of their recommendation. Final Staee PUD & Final Plat Review In addition to the review of the conditions approved with the preliminary plat and development stage PUD, staff has completed a review of the final plat and final stage plans. City Council Agenda: 7/11/2022 As a result of the review, two site plan changes are recommended. First, it is recommended that the existing green space on the north side of the existing antiques building be retained along the building edge. This recommendation is due to the need to provide adequate distance for vehicle backing maneuvers in the parking lot, additional green space within the parking area generally, and a location for parking lot lighting. The site plan should be revised to shift the entire parking lot to the north similar to the existing condition. By shifting the site northward, the 90 -degree head -in parking can be maintained and leave approximately 3-5' of green space. This shift will still accommodate the addition of the River Street sidewalk. The landscaping plan (and any other corresponding plan sheets) should be revised to address this change. Following discussions with MnDOT regarding the Pine Street sidewalk it is also recommended that the applicant consider redesign of the dual sidewalk along this frontage in favor of a single, wider sidewalk promenade. The sidewalk would be elevated similar to the prior promenade along the north portion of the lot, ramping down to the River Steet sidewalk to meet accessibility requirements. MnDOT has indicated that they are open to a retaining wall with fence within their right of way to accommodate this design. In sum, the revised design would provide better ADA access and a wider sidewalk for the safety and protection of pedestrians along Pine Street. As a condition of approval, the applicant shall work with City staff on this design alternative for feasibility. The wall and location will need to be reviewed and approved by MnDOT through a ROW permit submittal. The following additional comments are also a result of the final plat and final stage PUD review; these are reflected in the updated final plat and final stage PUD Exhibit Z Conditions. 1. The final plat is to be revised to accurately reflect Lot 1 and Lot 2 acreages and the internal lot line boundary as recommended by staff. 2. A revised site plan illustrating proposed easements relative to proposed improvements and lot lines is required to verify and properly plat required plat and internal perimeter drainage and utility easements. 3. A revised site plan detailing the reconfiguration of the public parking lot on Lot 1, Block 1 is required. The modified site plan will retain an area of green space along the north wall of the existing building adjacent to the public parking, as well as bollards or curb stops along the east wall of the same building. All corresponding plans will require revision following finalization of the parking plan. 4. The site plan is required to be revised to provide internal sidewalk connections for users and residents of the Lot 2 building to the external sidewalks surrounding the block. 5. The applicant will verify that the sidewalk extends completely around the internal side of the building and revise site plans to detail continuous sidewalk around the building and including connections to external sidewalks. City Council Agenda: 7/11/2022 6. The applicant will comply with the requirements of the Chief Building Official and the city's designated structural engineer in regard to site demolition and structural plans. 7. The developer will provide an easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets should it be necessary at the time of plat recording. This easement is to accommodate the needed area for the wider turning radius at the intersection. 8. The applicant shall provide all required legal descriptions and exhibits necessary for the cross easements, right of way, and pedestrian pathway easements. Development Agreement A development agreement for the Block 52 First Addition project has been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. At the time this report was prepared, confirmation of some project costs was on-going. The motion for approval of the development agreement therefore authorizes the City Administrator and Mayor to make final adjustments to the agreement. Substantive changes to the agreement or its terms would require a secondary Council review. The following are terms specific to this development. Trunk Charges Trunk charges are not applicable in the core downtown as trunk infrastructure is not currently required to serve this area of Monticello. As such, the development agreement and finance plan indicate that trunk charges are not applicable to this plat. Park Dedication As a subdivision including residential uses, the plat is subject to park dedication. The Parks, Arts, & Recreation Commission recommended a cash -in -lieu payment to meet the dedication requirement. The cash -in -lieu payment for Block 52 First Addition has been calculated based on the value of the raw land at the time of platting. Raw land has been determined as the value of the land less the buildings and blacktop and has been calculated based on the actual square footage of the proposed Lot 2, Block 1. The exact square footage will be verified at the time the internal lot line between Lot 1 and 2 is finalized. Sidewalks The Developer will complete the Pine Street sidewalk to the City's specification at the Developer's cost. The Developer will provide a security for the completion of the Pine Street sidewalk. The construction and security requirements are indicated in the development agreement. The development agreement specifies that should Council authorize the completion of the Walnut Street corridor improvements, the City will complete the reconstruction of the sidewalk City Council Agenda: 7/11/2022 along Broadway and the addition of a sidewalk along the south side of River Street, continuing the desired design from Walnut Street through to the sidewalks along Broadway and River Street. The Developer will provide for the demolition of the Broadway Street sidewalk as part of their project. The City will complete the construction of the Broadway and River Street sidewalk improvements at the City's cost. Funding for the Broadway and River sidewalk improvements would be included in the 2023 budget from the Capital Project Fund. If for any reason the Block 52 redevelopment project does not move forward, the City Council maintains the option of proceeding with the Walnut Corridor improvements in this area, including the reconnection of Walnut to River Street and completion of the Broadway and River Street sidewalks. The City would be responsible for demolition of the Broadway sidewalk in that case. In the redevelopment contract with the EDA, it is also proposed that pooled redevelopment TIF be used to assist the developer with the side yard sidewalk connection, as well as plaza and public boulevard enhancements proposed for the site. That will be a separate consideration of the EDA; the landscaping enhancements are noted in Exhibit Z and the funding item is noted in the development agreement. The Developer will need to prepare a routing plan for pedestrian access during construction on the Property for the City's review and approval. Overhead Utilities The City will coordinate with the Developer for the relocation and placement underground of fiber optic, natural gas and electric utilities within the block in conjunction with the proposed development. The City's coordination will include reimbursement for expenses associated with the relocation and undergrounding of utilities on the Property. The City is also proposing to complete the placement of overhead utilities underground along Walnut Street in conjunction with the Walnut Street improvements. The expenses associated with moving these utilities underground is proposed to be funded from the City's franchise fee held in the Street Lighting Improvement Fund. Council previously approved a portion of these expenses and additional funding requests will likely be forthcoming. Public Parking Lot The City will retain ownership of the three public parking lot parcels. As part of their redevelopment project, the Developer will reconstruct the existing public parking lot and the access drive aisles to the public parking lot from River Street on Lot 1, Block 1. The development agreement states that the Developer will be reimbursed by the City for design engineering, surveying, staking, excavation, paving, striping, parking lot signage and lighting, and construction coordination specific to the reconstruction. Reimbursement is subject to detailed invoices to be submitted for review and approval by the City. The Developer will be required to City Council Agenda: 7/11/2022 meet the City Engineer's recommendation for design as noted earlier in this report and will provide a security for the reconstruction of the parking lot. The Developer will also be required to coordinate grades and drainage for the parking lot reconstruction with the Walnut Street Corridor project at the direction of the City Engineer. Reimbursement for the parking lot reconstruction will be funded in part by additional pooled redevelopment TIF at the discretion of the EDA, with the balance of the funding necessary to come from the Capital Projects Fund. Easement Agreements The development is required to provide a series of easements for the proposed project. These are specified in the development agreement. A cross -access and parking easement is required to provide Lot 2 with access through the City - owned Lot 1 to Walnut and River Street and to provide cross parking use between Lots 1 and 2. In conjunction with the cross -access agreement, a maintenance agreement has been drafted for the parking areas on the lots. The maintenance agreement commits the City to common area maintenance for the shared parking. The developer will be responsible for regular parking lot maintenance, with the City contributing annually to a fund for eventual reconstruction as needed. The City would also reimburse the developers annually for parking lot maintenance based on the City's square footage of owned parking area. The cross easement and accompanying draft maintenance agreement for the access and parking areas are included for reference. The easement has been drafted and is subject to final comments of the City Attorney and Engineer. Final comments from the developer on these two agreements have been received at the time of the staff report. An easement for pedestrian access is required to be provided through the parklet area to ensure public access between Broadway through the site to River Street. The City has received a TED grant to coordinate the relocation of the signal cabinet currently located at the southeast corner of the Plat. In conjunction with the relocation of the signal cabinet, the City will also coordinate the widening of the corner intersection radius at Broadway and Pine Street. The Developer will provide an easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets. This easement is to accommodate the necessary area for the wider turning radius at the intersection. The City and Developer will coordinate on these improvements throughout construction. If the City's consultant can provide the radius design prior to finalizing the plat, the easement will not be necessary. The developer is required to provide the exhibits and legal descriptions for all noted easements as necessary. City Council Agenda: 7/11/2022 Securities The developer is required to post securities associated with the limited scale of public improvements on the site, which include the noted Pine Street sidewalk and reconstruction of the public parking lot. In addition, the standard required securities for landscaping and grading are required at the time of plat. Cash escrows to secure city plan review, legal and inspection associated with the plat are also specified. Budget Impact: The costs associated with the review of the application are paid by the applicant. The costs associated with the development project administrative are covered through the escrows as noted in the development agreement. In approving the development agreement, the City is committing to the Developer that should their project commence, the City will construct the Broadway and River street sidewalks at its cost and that it will reimburse the developer for parking lot reconstruction. These expenses would be paid through the Capital Projects Fund. Per the agreement, the City will also pay the costs for utility relocation and undergrounding not directly tied to the developer's new service through the Street Lighting Improvement Fund. The larger Walnut Corridor improvements between Broadway and River are not tied to the agreement and remain at the Council's discretion. In a separate agreement with the EDA, it is proposed that the Developer receive pooled redevelopment TIF proceeds for the parklet sidewalk and public boulevard, plaza and sidewalk enhancements associated with the redevelopment of the block. II. Staff Workload Impact: Staff and consulting review time on this significant downtown project is estimated at 40-50 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: 7/11/2022 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 STAFF RECOMMENDED ACTION Staff recommend approval of the requested applications for Final Plat, Final Stage PUD, and rezoning to PUD, and the accompanying Development Agreement, 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 2022-78, Final Plat B. Resolution 2022-79, Final Stage PUD C. Resolution 2022-80, Rezoning D. Resolution PC -2022-032, Rezoning E. Ordinance No. 779 F. Block 52 Aerial Image G. Project Narrative H. Developer Commitment Letter, dated April 13, 2022 I. Certificate of Survey, dated March 16, 2022 J. Final Plat K. Revised Preliminary Plat L. Revised Civil Plan Set, Including: a. Site Plan b. Demolition & Removal Plan c. Grading Plan d. SWPPP Plan e. Utility Plan M. Landscape Plan, Preliminary N. Revised Architectural Rendering & Floor Plans O. Revised Building Elevations P. March 1, 2022, Concept Meeting Rendering & Elevations Q. Fire Truck Turning & Hydrant Exhibit R. Supporting City Information, Including: a. Monticello 2040 Vision + Plan, Excerpts City Council Agenda: 7/11/2022 b. Monticello Downtown Small Area Plan, Excerpts S. MN DOT's Letter, dated May 20, 2022 T. Wright County's Letter, dated May 12, 2022 U. City Engineer's Letter, dated April 28, 2022 V. City Engineer's Letter, dated July 7, 2022 W. Development Agreement, Draft X. Finance Plan Y. Cross Access & Parking Easement, Draft Z. Maintenance Agreement, Draft Z. Conditions of Approval City Council Agenda: 7/11/2022 EXHIBIT Z Conditions of Approval Block 52 First Addition Final Plat, Block 52 Planned Unit Development District, and Final Stage PUD PID #'s: 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 final plat for Block 52 First Addition shall be conditioned on the approval of the final stage PUD. 2. Approval of the final stage PUD and rezoning for Block 52 First Addition shall be conditioned on the approval of the final plat. 3. The final plat is to be revised to accurately reflect Lot 1 and Lot 2 acreages and the internal lot line boundary as recommended to maintain intact the City -owned public parking parcels. 4. A revised site plan based on the certificate of survey and illustrating proposed plat easements relative to proposed improvements and lot lines is required. 5. A revised site plan detailing the reconfiguration of the public parking lot on Lot 1, Block 1 is required. The modified site plan will retain an area of green space along the north wall of the existing building adjacent to the public parking lot, as well as bollards or curb stops along the east wall of the same building. All corresponding plans will require revision following finalization of the parking plan. 6. The site plan is required to be revised to provide internal sidewalk connections for users and residents of the Lot 2 building to the external sidewalks surrounding the block. 7. The applicant will verify that the sidewalk extends completely around the perimeter of the building and revise site plans to detail continuous sidewalk around the building and including connections to external sidewalks. 8. The applicant will comply with the requirements of the Chief Building Official and the city's designated structural engineer in regard to site demolition and structural plans. 9. As part of the approved PUD, a cross -access and parking easement for both private and public parking and access shall be executed. Such easement shall be subject to review City Council Agenda: 7/11/2022 and approval by the City. Public cross -access and parking is required for the parking areas which are to be conveyed to the developer. 10. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 11. Park dedication requirements of the City shall be satisfied. 12. 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. 13. 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. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. 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. 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. City Council Agenda: 7/11/2022 o. 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. p. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. q. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 14. 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 to 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 f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 15. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 16. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 17. 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. 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 City Council Agenda: 7/11/2022 green space/side yard adjacent to the westerly portion of the building and along the parking lot edges, boulevards and internal site green spaces. 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. 18. Building drains designed to avoid exiting over public sidewalks. 19. An internal site is designated for pet activity. 20. An easement for public pedestrian purposes is provided through the parklet/green space feature on Lot 2. 21. A stormwater maintenance agreement shall be executed. 22. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 23. Comments from Fire Chief, including: 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. 24. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022 and July 7, 2022. 25. An easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets is executed should it be necessary at the time of plat recording. 26. The applicant shall provide all required legal descriptions and exhibits necessary for the cross easements, right of way, and pedestrian pathway easements. 27. The applicant shall provide a revised site plan and sidewalk/retaining wall design for the Pine Street sidewalk, subject to MnDOT review and including execution of any required easement or permit necessary with MnDOT. 28. A development agreement specifying the terms and conditions of plat and PUD approval for Block 52 First Addition is executed. 29. Comments of City Council. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-78 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTICELLO APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR 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; 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 City Council has considered the Planning Commission's recommendation and all of the comments and the staff report; 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 CITY COUNCIL RESOLUTION NO. 2022-78 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, 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 through the site 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 Final Plat for Block 52 First Addition is hereby approved, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the final plat for Block 52 First Addition shall be conditioned on the approval of the final stage PUD. 2. Approval of the final stage PUD and rezoning for Block 52 First Addition shall be conditioned on the approval of the final plat. 3. The final plat is to be revised to accurately reflect Lot 1 and Lot 2 acreages and the internal lot line boundary as recommended to maintain intact the City -owned public parking parcels. 4. A revised site plan based on the certificate of survey and illustrating proposed plat easements relative to proposed improvements and lot lines is required. 5. A revised site plan detailing the reconfiguration of the public parking lot on Lot 1, Block 1 is required. The modified site plan will retain an area of green space along the north wall of the existing building adjacent to the public parking lot, as well as bollards or curb stops along the east wall of the same building. All corresponding plans will require revision following finalization of the parking plan. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-78 6. The site plan is required to be revised to provide internal sidewalk connections for users and residents of the Lot 2 building to the external sidewalks surrounding the block. 7. The applicant will verify that the sidewalk extends completely around the perimeter of the building and revise site plans to detail continuous sidewalk around the building and including connections to external sidewalks. 8. The applicant will comply with the requirements of the Chief Building Official and the city's designated structural engineer in regard to site demolition and structural plans. 9. As part of the approved PUD, a cross -access and parking easement for both private and public parking and access shall be executed. Such easement shall be subject to review and approval by the City. Public cross -access and parking is required for the parking areas which are to be conveyed to the developer. 10. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 11. Park dedication requirements of the City shall be satisfied. 12. 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. 13. 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. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-78 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. 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. o. 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. p. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. q. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 14. 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 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. 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. F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-78 15. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 16. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 17. 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. 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/side yard adjacent to the westerly portion of the building and along the parking lot edges, boulevards and internal site green spaces. 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. 18. Building drains designed to avoid exiting over public sidewalks. 19. An internal site is designated for pet activity. 20. An easement for public pedestrian purposes is provided through the parklet/green space feature on Lot 2. 21. A stormwater maintenance agreement shall be executed. 22. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 23. Comments from Fire Chief, including: a. Verify the ground clearance for the ladder truck will be sufficient for the River Street entrance. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-78 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. 24. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022 and July 7, 2022. 25. An easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets is executed should it be necessary at the time of plat recording. 26. The applicant shall provide all required legal descriptions and exhibits necessary for the cross easements, right of way, and pedestrian pathway easements. 27. The applicant shall provide a revised site plan and sidewalk/retaining wall design for the Pine Street sidewalk, subject to MnDOT review and including execution of any required easement or permit necessary with MnDOT. 28. A development agreement specifying the terms and conditions of plat and PUD approval for Block 52 First Addition is executed. 29. Comments of City Council. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for "Block 52 First Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 11th day of July, 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL M rom Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTICELLO APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR 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 rezone and develop the property under a PUD, Planned Unit Development 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; 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 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 City Council has considered the Planning Commission's recommendation and all of the comments and the staff report; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 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 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 through the site 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 Final Stage PUD for Block 52 First Addition is hereby approved, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the final plat for Block 52 First Addition shall be conditioned on the approval of the final stage PUD. 2. Approval of the final stage PUD and rezoning for Block 52 First Addition shall be conditioned on the approval of the final plat. 3. The final plat is to be revised to accurately reflect Lot 1 and Lot 2 acreages and the internal lot line boundary as recommended to maintain intact the City -owned public parking parcels. 4. A revised site plan based on the certificate of survey and illustrating proposed plat easements relative to proposed improvements and lot lines is required. 5. A revised site plan detailing the reconfiguration of the public parking lot on Lot 1, Block 1 is required. The modified site plan will retain an area of green space along the north wall of the existing building adjacent to the public parking lot, as well as 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 bollards or curb stops along the east wall of the same building. All corresponding plans will require revision following finalization of the parking plan. 6. The site plan is required to be revised to provide internal sidewalk connections for users and residents of the Lot 2 building to the external sidewalks surrounding the block. 7. The applicant will verify that the sidewalk extends completely around the perimeter of the building and revise site plans to detail continuous sidewalk around the building and including connections to external sidewalks. 8. The applicant will comply with the requirements of the Chief Building Official and the city's designated structural engineer in regard to site demolition and structural plans. 9. As part of the approved PUD, a cross -access and parking easement for both private and public parking and access shall be executed. Such easement shall be subject to review and approval by the City. Public cross -access and parking is required for the parking areas which are to be conveyed to the developer. 10. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 11. Park dedication requirements of the City shall be satisfied. 12. 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. 13. 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. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 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. 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. o. 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. p. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. q. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 14. 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 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. 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. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 Window signage for commercial space shall be limited to no more than 40% of any window panel. 15. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 16. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 17. 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. 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/side yard adjacent to the westerly portion of the building and along the parking lot edges, boulevards and internal site green spaces. 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. 18. Building drains designed to avoid exiting over public sidewalks. 19. An internal site is designated for pet activity. 20. An easement for public pedestrian purposes is provided through the parklet/green space feature on Lot 2. 21. A stormwater maintenance agreement shall be executed. 22. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 23. Comments from Fire Chief, including: 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-79 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. 24. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022 and July 7, 2022. 25. An easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets is executed should it be necessary at the time of plat recording. 26. The applicant shall provide all required legal descriptions and exhibits necessary for the cross easements, right of way, and pedestrian pathway easements. 27. The applicant shall provide a revised site plan and sidewalk/retaining wall design for the Pine Street sidewalk, subject to MnDOT review and including execution of any required easement or permit necessary with MnDOT. 28. A development agreement specifying the terms and conditions of plat and PUD approval for Block 52 First Addition is executed. 29. Comments of City Council. ADOPTED this 11th day of July, 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN no Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-80 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTICELLO APPROVING AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE PUD, BLOCK 52 PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTIES FROM CCD TO PUD, BLOCK 52 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; 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, including the Monticello Downtown Small Area Plan; 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 CITY COUNCIL RESOLUTION NO. 2022-80 WHEREAS, the Planning Commission has recommended approval of the rezoning to PUD for Block 52 First Addition; and WHEREAS, the City Council has considered the Planning Commission's recommendation and all of the comments and the staff report; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: 1. The PUD Zoning District 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 with limited and shared 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 through the site 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 Amendment to the Zoning Ordinance and Map as specified in Ordinance No. are hereby approved and adopted. ADOPTED this 11th day of July, 2022, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL Z 2 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-80 Jennifer Schreiber, City Clerk 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 181h day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELL PLANNING COMMISSION By: �— Paul Konsor, Chair ATTEST: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-032 Angela Schumann, Community Development Director 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 FIRST ADDITION 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 First Addition Planned Unit Development 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 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. Residential uses shall be permitted uses on the upper floors (non -street -level), per Final PUD plans for the Block 52 PUD District. (C) The introduction of any other use from any district shall be reviewed under the requirements of the PUD requirements and process. ORDINANCE NO. 779 (D) Accessory Uses. Accessory uses shall be those specifically identified by the approved Final Stage plans for each approved project. (E) 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 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. (F) 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. (G) 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 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 N ORDINANCE NO. 779 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 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber 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 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 rib BUCHHOLZ I S Attached are the latest documents from Architectural and Structural. See below for a summary of our changes that affect the overall design of the project. The decision has been made to reduce the height of the building to 60'. This allows us to use Residential fire sprinklers on the upper floors, reducing the cost per unit. This resulted in the 5th floor unit with a mezzanine being reduced to a single story one bedroom unit. Working with city officials, we were able to keep the original design intent - and most of the height - of the building intact while meeting all the code requirements. The parking lot for clients and tenants at the back of the building was changed based on comments about the need for a more accessible site from Walnut Street for fire trucks. The old plaid was too tight a turning radius for the trucks to realistically pass through. The updated plan keeps the same number of spots, and moves the transformer closer to the building. (architectural plans do not reflect the most recent civil changes yet.) After a discussion with the building officials working on this project, we found we no longer need a backup generator on the site. The reduction to a residential fire sprinkler, and our 2 -hour fire wall splitting the building in half, means there is always somewhere for people to safely go on each floor and the elevator no longer needs to be a required means of egress. 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 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 BLOCK 52 FIRST ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That City of Monticello, a municipal corporation under the laws of the State of Minnesota and City of Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, owners, of the following described property situated in the County of Wright, State of Minnesota, to wit: TRACT 1: The Northerly 100 feet of Lot Fifteen and the Westerly 34 feet of the Northerly 100 feet of Lot Fourteen, in Block Fifty-two, in the Townsite of Monticello, according to the plat on file and of record in the office of the Register of Deeds, Wright County, Minnesota; TRACT 2: The East 32 feet of the Northerly 100 feet of Lot Fourteen, and the Northerly 100 feet of Lot Thirteen, except the East 15 feet thereof and also except therefrom the South 15 feet of the East 45 feet of said Lot Thirteen, all in Block Fifty-two in the Townsite of Monticello, according to plat of record, Wright County Minnesota; TRACT 3: Those parts of Lots Thirteen, Five and Six, Block Fifty-two, Monticello, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Beginning at the most easterly corner of said Lot Thirteen, thence on an assumed bearing of South 25°16'44" West along the southeasterly line of said Lot Thirteen, a distance of 165.36 feet to the most southerly corner of said Lot Thirteen; thence North 64°58'26" West along the southwesterly line of said Lot Thirteen, a distance of 3.06 feet to an outside building line; thence South 24°18'51" 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 24°18'51" East along said outside building line, a distance of 78.00 feet to a building corner; thence South 65°41'09" 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 Thirteen; thence North 25°59'31" East along said northwesterly line, a distance of 3.11 feet to the southwesterly line of the Northeasterly 85.00 feet of said Lot Thirteen; thence South 65° East along said southwesterly line, a distance of 30.00 feet to the northwesterly line of the Southeasterly 15.00 feet of said Lot Thirteen; thence North 25°16'44" East along said northwesterly line, a distance of 85.00 feet to the northeasterly line of said Lot Thirteen; thence South 65° East along said northeasterly line, a distance of 15.00 feet to the point of beginning. TRACT 4: Lots Eleven and Twelve, LESS the East 32 feet of the Northerly 100 feet of Lot Twelve, in Block Fifty-two in the Townsite of Monticello, Wright County Minnesota; TRACT 5: The East 32 feet of the Northerly 100 feet of Lot Twelve, in Block Fifty-two in the Townsite of Monticello, Wright County Minnesota; TRACT 7: That part of Lot Thirteen, lying and being West of a line parallel with and 18 feet Easterly of the West line of said Lot Thirteen and lying and being South of a line parallel with and 65 feet North of the South line of said Lot Thirteen, and that part of Lot Fourteen lying and being East of a line parallel with and 47 feet West of the East line of said Lot Fourteen and lying and being South of a line parallel with and 65 feet North of the South line of said Lot Fourteen all in Block Fifty-two, Townsite of Monticello, according to the plat on file and of record in the Office of the Register of Deeds, Wright County, Minnesota; of said Lot Five; thence Southwesterly to point of beginning), all in Block Fifty-two in the Townsite of TRACT 10: The Easterly 20 feet of Lot Three and Lot Four and Lot Five, except the East 18 feet 10 inches of said Lot Five (the East 18'10" of said Lot Five being sold to Roy A. Lauring and is described: That part of Lot Five being more particularly described as follows: Beginning at the Southerly point of said Lot Five; thence Northwesterly along the Southwesterly side of Lot Five, 18 feet 10 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot Five to the Northeasterly line of said Lot Five; thence Southeasterly 18 feet 10 inches to the most Easterly point of said Lot Five; thence Southwesterly to point of beginning), all in Block Fifty-two in the Townsite of Monticello, Wright County, Minnesota; TRACT 11: Lot Six and the East 18 feet and 10 inches of Lot Five in Block Fifty-two in the Town or Townsite of Monticello, according to the plat by John 0. Haven of record and situate in Wright County, Minnesota. (That part of Lot Five being more particularly described as follows: Begin at the Southerly point of Lot Five, thence Northwesterly along the Southwesterly side of said Lot Five, a distance of 18 feet, 10 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot Five to the Northeasterly line of said Lot Five; thence Southeasterly a distance of 18 feet, 10 inches to the most Easterly point of said Lot Five; thence Southwesterly to point of beginning.) Excepting therefrom: Those parts of Lots Five and Six, Block Fifty-two, Monticello described as follows: Commencing at the most Easterly corner of said Lot Six; thence on an assumed bearing of North 64°58'26" West along the northeasterly line of said Lot Six 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°18'51" 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 24°18'51" East along said outside building line, a distance of 0.81 feet to the northeasterly line of said Lot Five; thence South 64058'26" East along said northeasterly line of said Lots Five and Six, a distance of 44.00 feet to the point of beginning; TRACT 12: Lots Seven and Eight, Block Fifty-two, Monticello, according to the recorded plat thereof, Wright County, Minnesota, except the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot Eight as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an easement for sanitary sewer lines under the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of Lot Eight, Block Fifty-two, 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 21.00 feet of the Southwesterly 24.50 feet of Lot Eight, Block Fifty-two, Monticello as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof; TRACT 13: A strip of land 16 1/2 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot Eight, Block Fifty-two, Townsite of Monticello, Wright County, Minnesota, also described as the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot Eight, as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof; TRACT 14: Lot Nine, Block Fifty-two, Townsite of Monticello, Wright County, Minnesota; Lot Ten, Block Fifty-two, Townsite of Monticello, Wright County, Minnesota, except that part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, described as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 36.00 feet; thence Westerly to a point on the Northwesterly line of Lot Ten distant 36.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line of said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of beginning; TRACT 15: That part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright County, Minnesota, described as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 36.00 feet; thence Westerly to a point on the Northwesterly line of Lot Ten distant 36.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of beginning; LESS that part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright County, Minnesota, described as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 26.00 feet; thence Westerly to a point on the Northwesterly line of said Lot Ten distant 26.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of beginning. Subject to and together with an ingress and egress easement across the Southwesterly 10.00 feet of the Northeasterly 36.00 feet of said Lot Ten, as measured at a right angle to and parallel with the Northeasterly line thereof; AND TRACT 16: That part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright County, Minnesota, described as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 26.00 feet; thence Westerly to a point on the Northwesterly line of said Lot Ten distant 26.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of beginning. Together with an ingress and egress easement across the Southwesterly 10.00 feet of the Northeasterly 36.00 feet of said Lot Ten, as measured at a right angle to and parallel with the Northeasterly line thereof. Has caused the same to be surveyed and platted as BLOCK 52 FIRST ADDITION, and does hereby dedicate to the public for public use the public way, and drainage and utility easements as created by the plat. In witness whereof said City of Monticello, a municipal corporation under the laws of the State of Minnesota, has caused these presents to be signed by its proper officer this day of 20 Signed: City of Monticello, a municipal corporation under the laws of the State of Minnesota Chief Manager STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of 20 , by Chief Manager of the City of Monticello, a municipal corporation under the laws of the State of Minnesota. Notary Public, Signature My Commission Expires (Printed Name) County, Minnesota In witness whereof said City of Monticello, a municipal corporation under the laws of the State of Minnesota, has caused these presents to be signed by its proper officer this day of 20 Signed: City of Monticello, a municipal corporation under the laws of the State of Minnesota Chief Manager STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of 20 by Chief Manager of the city of Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota. Notary Public, County, Minnesota Signature My Commission Expires (Printed Name) I, Craig A. Wensmann, 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 the plat; that monuments depicted on the plat will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes 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. Craig A. Wensmann, Land Surveyor Minnesota License No. 47466 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Land Surveyor, Minnesota License Number 47466. Notary Public, Signature day of County, Minnesota 20 by Craig A. Wensmann My Commission Expires (Printed Name) 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 BLOCK 52 FIRST ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of BLOCK 52 FIRST ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. 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 Wright County Surveyor 20 WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this RM Wright County Recorder 20 at o'clock _.M. and was duly recorded in Cabinet No. day of Sleeve as Document BOGART PEDERSON & ASSOC/AYES, INC. SHEET 1 OF 2 �- Northwest corner of Sec. 1/, / 3 2—Twp. 121, Rng. 25, Wright � County, Minnesota (Cast Iron Monument) RLOCK 5P Fif?.qT ADDITIiON I �1 \ o \ \ z \ \ W ° lP Y2 /NCH \ c Rem cap / / \ PN t _--_------- N 89°03'46 E 2990.52 L �� —� — — / tom) s, �.`� Ira ZoLn N 1P Y2 INCH \ \ �� / o ^ ` o 'mss o"' \ 15233 33 3O \\ \ 80 h 9/0c \ / — —West Quarter corner of/ � L/o t 1 !8.\ � ooN t Sec. //, Twp. 121, Rng. 25, J v / �X. X. / \ • Wright County, Minnesota / I ,) / ,py / o o rov° 40 (Cast Iron Monument) / fee1, //res o / o 0 0 o i•\ O o 10 11 IP Op e314 INn ` \ /g os° �o�a / qJ oo boy \c o //6 6/ ��y v// �, S /,9¢O,� \ \ I '�s7t fQb/e �\��O// ch/ `o C3 /S a'` / / / \c /h 1 41 J. < sr � o \ 101.1 sJ6 \// S\ °Ory \c� ,� S 64 /9 4� E O .h oy �/ / / / / oo / / 8 / of / ryh \ of�o 5.82 OhoVO ria oh / mer o�the / \ \� ry,�o / %� \ t 3 / /ryh o \o /3 S2 \� / O O' •c 5� 60c�0 \ / J / of h /.� / / O ��-ot.;' sy Lot 2 \\ ACU j�/-C411on �on.1701 \ "'� fsU't46/ g° 3.06 go ".4 ".4 / ' F/aN0.27-' \ / � S /% /° of Q� h h \ O� ryh' /,�� ,� / of 4 \ \o ° / / dot /O //000 \ �ry y/ / / /►� cx 8 / OO u ~`�0 (-4;&'.?-�O o/'/'ryh ° 1 \ IZ fog �o�on 7o \/ cc "5,//;-2 1' / n��s�f sc'/?ob/L. X3313, `32.23 \ \/ s / / O\O / JO / of S41 ¢%9� \\y//7�o / / ��v / 00/ VICINITY MAP Sec. 11, Twp. 121, Rng. 25 Wright County, MN \ I' IZ IP Y2 /NCH / 257/8 onth S COO\ / \ 3t lnterstote 94 I \ \ v \ NO SCALE \ \ryO C17Y OF MONT/CELLO WRIGHT COUNTY, MN X 0 30 (SCALE IN FEET) SCALE: I INCH = 30 FEET 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 Drainage and Utility Easements are shown thus: II 6 6 --121 ---J L— 12L--- N.T.S. Being 12 feet in width and adjoining right—of—way lines, also being 6 feet in width and adjoining lot lines, unless otherwise indicated, as shown on plat. LEGEND: • Denotes found iron monument 0 Denotes }2 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 Q Denotes set nail LS 15233 Denotes Dennis Taylor, LS LS 25718 Denotes Daniel Thurmes, LS — — — — Denotes easement Denotes right of way BOGART, PEDERSON & ASSOC/ATES, INC. SHEET 2 OF 2 CITY OF MONTICELLO Northwest corner of Sec. Il, Preliminary Plat of BL 0 CK 52 FIRS T A DDI TION WRIGHT COUNTY, MN 3 3 +2 -Twp. 12/, Rng. 25, Wright / / County, Minnesota -710 II / (Cast Iron Monument) // \ SOILS CHART s / sahHydrologic dpt(nb0&1- &oil Wine ph ) 406: Dorset sandy loam, 0 to 2 percent slopes B >80 \ CS \ \ \ -Nz° D67C: Hubbard loamy sand, 2 to 12 percent slopes A >80 'S'% Rhin- /.64 ti� �!j N/ D67A: Hubbard Loamy sand, 0 to 2 percent slopes q >80 S �� 2 � �� T'L/y s22 � lrriv(NW�'=9/8.98 \ \\ n)n v(E) \ * Data from USDA Web Soil Survey -i�9 ,><,o 38 = 9/9.17 06, a /P is" 9 CB m� \ , Block Lot Total Lot Area _y� Rem c/ / \ \\9 \ \ O / 2 I I 90,972 S.F. (2.08*/- Acres)h �- )8X; / b Od �O\°yW6°/` \ N 89 003'46 E 2990.52 0 1 - - 92 =-J\ ------------��,`� wry ���. \ / � y \ � � � , \ �8„ / �' � \ �� �, , // Property Descriptions Per Commitment for Title Insurance by The Title Company File No. 26/197, dated March l0. 2022: c \� ��� _ \,�?s , ��o - _ / TRACT I. 14" The Northerly /00 feet of Lot Fifteen and the Westerly 34 feet of the Northerly /00 feet of Lot Fourteen, in Block Fifty-two, in the Townsite of Monticello, �O' ^ ?s z / ` + , ' �r \ -' r / according to the plot on file and of record in the office of the Register of Deeds, Wright County, Minnesota, _°�? ���C/,o `i� \ /� TRACT 2 Q �� The East 32 feet of the Northerly /00 feet of Lot Fourteen, and the Northerly /00 feet of Lot Thirteen, except the East 15 feet thereof and also except therefrom JG %\ / `' �y7y 2g r'33 po�S \ the South /5 feet of the East 45 feet of said Lot Thirteen, all in Block Fifty-two in the Townsite of Monticello, according to plot of record, Wright County IP %2" yo �r ° `� ''�N 3 °.oma ' \ J� Minnesota; ° v� \ \ ` 15233 80� \ oh\ /� °'-e, `32 01A. 7* \ / TRACT J. of \ I -West Quarter corner of / 'IAC \ ryh �� y\ Ot 1 �� �' �� ��u , \ / r�0 Those parts of Lots Thirteen, Five and Six, Block Fifty-two, Monticello, according to the recorded plot thereof, Wright County, Minnesota, described as follows: / x �/� \ \ J Beginning at the most easterly corner of said Lot Thirteen, thence on an assumed bearing of South 25°16'44" West along the southeasterly line of said Lot Sec. //, Twp. 12/, Rng. 25, iy h / S, 25,05/*/- S.F. (0.57 Acres) o �\ o / Wright County, Minnesota / • a N / y/; '�/� v �. J / Thirteen, a distance of /65.36 feet to the most southerly corner of said Lot Thirteen; thence North 64 5826" West along the southwesterly line of said Lot ° /SS o / - o J\ T \ 00 / // Thirteen, a distance of 3.06 feet to on outside building line, thence South 24°1851" West along said outside building line, a distance of 0.27 feet to a building / (Cast /ran Monument) / /P 3/4°� �O��oflo ffh /o '0 `3s/ / ° / / / / S \ /i corner, thence North 65°40'10" West along said outside building line, o distance of 44.00 feet to a building corner; thence North 24°1851" East along said outside \ �e is e N- 2jSO S o "^� on y 9 9 ° 9 9 Open/ \ tea /�r ry / �, �,l / oej eye s building line, a distance of 78.00 feet to a building corner; thence South 65 4/ 09" East along said outside building line, a distance of 3.33 feet to the oo \/ / h �/� \ / °jf /o thence North 25°59'31" East aloe said northwester/ line, a distance of J.11 feet to the ee / �. /� / yp northwesterly line of the Southeasterly 45.00 feet of said Lot Thirteen, ° g y �O/ 'Lot /' / v� / °� �A ,\ / _ ?s �L southwesterly line of the Northeasterly 85.00 feet of said Lot Thirteen; thence South 65 East along said southwesterly line, a distance of 30.00 feet to the /N 8s 61 ;o�ooIOPID. 155-0 052140/ / �- /� �/ \ /6 - dlo ' / northwesterly line of the Southeasterly /5.00 feet of said Lot Thirteen; thence North 25°16'44" East along said northwesterly line, a distance of 85.00 feet to the 10 I I I , i_ O) k r (V ry� •p ohti/ Ego 3¢ , n / h o � �Ye/'for; northeasterly line of said Lot Thirteen; thence South 65° East along said northeasterly line, a distance of /5.00 feet to the point of beginning. / cb� �O � h / r . y /' �9 `V / nci ° f s l nF,� `ryh *' " O / `b O h S vij St �i \ ri7en ciif _ "- l `,� r O' Q STMH 0 \ e % t qb/ ° c°O `1 \�' // Rim= 923.78 TRACT 4. hof 6S °/' %y - / e �/ °a See �;� 3 3 / ryh�s/L\� / / O� / \ �`Lx� S,h Lots E/even and Twelve, LESS the East 32 feet of the Northerly /00 feet of Lot Twelve, in Block Fifty-two in the Townsite of Monticello, Wright County Minnesota; Nofe /S Ov o" /�jQ `tib �/� / / O %\\ \ /11,12 �� - 4Ylb ,� X92 / O //��o69 y��j \ \ �\ / ) \r��o %n��� J 9� /', The East 32 feet of the Northerly /00 feet of Lot Twelve, in Block Fifty-two in the Townsite of Monticello, Wright County Minnesota, 0 1i u Q �v \ h D / h C ,3 2 9 Sx / Off, yl ' ry ry �\\o Q y /,fie S 64 /9 40 4j o� cQQ /�. om NOe�i7o 3� `/ TRACT 7. rr ti `ti O/ rn o� 82 �O o� v �o p `� I\ o \O y� a '\ O' / .�,r / ��9 That art of Lot Thirteen, lin and being West of a line parallel with and l8 feet Easter/ of the West line of said Lot Thirteen and lying and being South of o / 1 / "� . w° / 4" \� 6 /�(� h• fir; 3 F� 03 / P lying 9 P y y� 9 9 V� rr Ory1 Q�°.' •' No" \ °f 93is / ° ` line parallel with and 65 feet North of the South line of said Lot Thirteen, and that part of Lot Fourteen lying and being East of a line parallel with and 47 feet i0 O �,�3 S"�C. -, �i� /, �i/QS a 9F / West of the East line of said Lot Fourteen and lying and being South of a line parallel with and 65 feet North of the South line of said Lot Fourteen all in Block ^ / I ��,�' / ugh / ��. a0 Ory ry / / 2>3 �0' \ Fifty-two, Townsite of Monticello, according to the plat on file and of record in the Office of the Register of Deeds, Wright County, Minnesota, .\ \ h�'/`',\.�• •Ab 'h� // j yxJ�°` Q��� .S / O^\O/�J\��\y / 1 I /00� TRACT/0: / 80 ° �• •„� _ r O / �O� \ / �� The Easterly 20 feet of Lot Three and Lot Four and Lot Five, except the East l8 feet l0 inches of said Lot Five (the East /8'10" of said Lot Five being sold to 1 \ \ ryh/� o'F•/i \(f o /`/ ,�� \ / //\ ` Q /lP %2" \ Roy A. Louring and is described: That part of Lot Five being more particularly described as follows: Beginning at the Southerly point of said Lot Five, thence / acA 'v ,y fPrPeQo, not f , 65,921Y- Sq -Ft- (l.5/ Acre Z� S 'IAV / / 2/578 Northwesterly along the Southwesterly side of Lot Five, 18 feet l0 inches, thence Northeasterly and parallel to the Southeasterly side of said Lot Five to the �� nU,rientsUit b/e „�\p ;� /� Northeasterly line of said Lot Five; thence Southeasterly /8 feet l0 inches to the most Easterly point of said Lot Five; thence Southwesterly to point of beginning), Al < °QC ' all in Block Fifty-two in the Townsite of Monticello, Wright County, Minnesota, % Q Ex. No. Building/55 os I \ S, / '1; /'\ ; / S8 ryh ��0 / / . / / ° / ` r / \ / PID: 155 0/0-052//0 / / Qom, TRACT ll: / FFE=929./ / / /9�S ' / oNFy �, / / o a0 / \ Lot Six and the East /8 feet and /0 inches of Lot Five in Block Fifty-two in the Town or Townsite of Monticello, according to the plot by John 0. Haven of ry• O"Oryh r�of�se lb / \ record and situate in Wright County, Minnesota. (That part of Lot Five being more particularly described as follows: Begin at the Southerly point of Lot Five, r/ O� / . thence Northwesterly along the Southwesterly side of said Lot Five, a distance of l8 feet, l0 inches, thence Northeasterly and parallel to the Southeasterly side of of said Lot Five to the Northeasterly line of said Lot Five, thence Southeasterly a distance of 18 feet, l0 inches to the most Easterly point of said Lot Five, thence prG��°� ? \� \ / /SS\ '10e,/ O\� Southwesterly to point of beginning.) v o �/ / / Excepting therefrom: Re cc V \ I ' /`\`�� h0 x / r. Building ` • ' ' . • /G . c - Elev.• 9J/.01' PID: 155-014.052010 �Q V. /\o NO 121 / �yss\ / �_� Those parts of Lots Five and Six, Block Fifty-two, Monticello described as follows. Commencing at the most Easterly corner of said Lot Six, • thence on an /4 or _ \ o/o FFE=929.2 / • ' '.: / Gc+ " °t oio\ / % /� h ^\�� / assumed bearing of North 64°58'26" West along the notheasterly line of said Lot Six a distance of 3.06 feet to an outside building line being the point of h c�'/x °' ' / beginning of the /and to be described; thence South 2401851" West along said outside building line, a distance of 0.27 feet to a building corner; thence North \ 0 . t20 /8 2 In �/ O I/ A 0 X05 /r'i8�o 3 /co / �� O ,�. 65o 40 IO. West along said outside building line, a distance of 44.00 feet to a building corner; thence North 24o /8 5/.. East along said outside building line, a 5010 A\�` ; 1 / distance of 0.8/ feet to the northeasterly line of said Lot Five; thence South 6405826" East along said northeasterly line of said Lots Five and Six, a distance of \ o (10 . _ 44.00 feet to the point of beginning, SMH %2 / ?0 " 060 < ` ` ' F9 ry \ v, i Rim=928.6/ / , 96\ l/ .� / / / / 052 / 7�, r- �' ss 9res I h / - TRACT l2: Inv=9/6.11 / / `5 ��YOS� O 5 010 Ix ``\-" �/ Fosen `/l `'' /,`` Lots Seven and Eight, Block Fifty-two, Monticello, according to the recorded plot thereof, Wright County, Minnesota, except the Southeasterly 16.5 feet of the / 15� / , 1 /% n / \o / Southwesterly 90.00 feet of said Lot Eight as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an Rim= 928. 9 \`ti Ql�' Ex. Building ry /^� �` / j0N0 . �/D: 155-010-05X90 �� / �': ` easement for sanitary sewer lines under the Southeasterly /6.5 feet of the Southwesterly 90.00 feet of Lot Eight, Block Fifty-two, Monticello as measured at a No. 1/3 c° �� `�r l , //ry / o +- ,� / v1 ^ right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Subject to a staircase easement for ingress and egress purposes across the \ O oc\ \ \f/ /FFE=928.9 °' ` ` ��` / O� Northwesterly 4.50 feet of the Southeasterly 21.00 feet of the Southwesterly 24.50 feet of Lot Eight, Block Fifty-two, Monticello as measured at a right angle to \ ���o y - , 'V O/ ,,\ and parallel with the Southeasterly and Southwesterly lines thereof, °n` not :'<: S2 /%ne i0� /�/ / q� ,� � �� i/ / • TRACT l3. / �rientsUit�33oA �, \�6 0 55'0 // h \ i,��\ O / 26 `�� / /, A strip of /and /6 l/2 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot Eight, Block Fifty-two, Townsite of Monticello, Wright ?2 PID' / /Q• t�, j \O 0' �� , / <�' , County, Minnesota, also described as the Southeasterly /6.5 feet of the Southwesterly 90.00 feet of said Lot Eight, as measured at a right angle to and parallel o, ,' / �' /�" l r with the Southeasterly and Southwesterly lines thereof- A6S �r , ` / / TRACT /4: /90\ - / O„ Lot Nine, Block Fifty-two, Townsite of Monticello, Wright County, Minnesota, 29 �6 Lot Ten, Block Fifty-two, Townsite of Monticello, Wright County, Minnesota, except that part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, described / \ ,A `C,o r \ 01 'p / �\ , 00\ as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 36.00 feet; thence X 0 40' SCALE: I" = 40' VICINITY MAP Sec. 11, Twp. 121, Rng. 25 Wright County, MN �. T•I eh _ '��ss�ss da \ o I o v I o 7th St W h q) V o I I Z lnterstote 9 4 NO SCALE Westerly to a point on the Northwesterly /me of Lot Ten distant 36.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said ,<+T;°?oa e \ \ \ Northwesterly line of said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of beginning; s; 1 \ / 1,�_; c `� h TRACT /5: Bu�ian9m ' . ,�,' ' �T,`, \\\\� \ry / That part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright County, Minnesota, described as follows. Beginning at the Northeasterly corner of said / , \p Lot Ten; thence Southerly along the Southeasterly line of said Lot Ten a distance of 36.00 feet; thence Westerly to a point on the Northwesterly line of Lot Ten ` ���� s,;.r; / F/ems yh' �,� I / Q distant 36.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner, thence 9�8 - ti Easterly along the Northeasterly line of said Lot Ten to the point of beginning; LESS that part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright °' County, Minnesota, described as follows: Beginning at the Northeasterly corner of said Lot Ten; thence Souther/y along the Southeasterly line of said Lot Ten a distance of 26.00 feet, thence Westerly to a point on the Northwesterly line of said Lot Ten distant 26.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot Ten to the point of lP5�2„ beginning. Subject to and together with an ingress and egress easement across the Southwesterly /0.00 feet of the Northeasterly 36.00 feet of said Lot Ten, as V / 27/8 measured at a right angle to and parallel with the Northeasterly line thereof, /,(� / \ AND TRACT /6. That part of Lot Ten, Block Fifty-two, City or Townsite of Monticello, Wright County, Minnesota, described as follows. Beginning at the Northeasterly corner of said Lot Ten; thence Souther/y along the Southeaster/y line of said Lot Ten a distance of 26.00 feet; thence Wester/y to a point on the Northwester/y line of said Lot SMH Ten distant 26.00 feet Southerly of the Northwesterly corner of said Lot Ten; thence Northerly along said Northwesterly line to said Northwesterly corner; thence TAM Rim=927.58 Easterly along the Northeasterly line of said Lot Ten to the point of beginning. Rim=92743 \O Together with an ingress and egress easement across the Southwesterly /0.00 feet of the Northeasterly 36.00 feet of said Lot Ten, as measured at a right angle \ inv=919.78'/- to and parallel with the Northeasterly line thereof. 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 8/29//9, and Taylor Land Surveyors, Inc., dated 3119/0L 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 plat 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. Owner shall consult with a title company or real estate attorney for direction. 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. 27054/00058, 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). Denotes bituminous surface ° ' as Denotes concrete surface -0-----0- Denotes wood fence oHE Denotes overhead electric Fo - Denotes underground fiber optics UG Denotes underground gas line Denotes underground electric Denotes right of way Denotes major contour Denotes minor contour Denotes existing adjoiners Denotes waters edge UP Denotes top of bank oHw Denotes ordinary high water (OHW) line Denotes soil type boundary DE%r. Denotes soil classification type BO 12 PEDERSON & A`0 %0/11 INC. 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" Q 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: 1. 5/24722 Revise to two lots 2. 6/22/22 Updated Title Commitment 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 BOGART, PEDERSON & ASSOCIATES, INC. LAND SURVEYING CIVIL ENGINEERING MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 I,IONBROWN Inkm _ I for Stonewood Development BLOCK 52 FIRST ADDITION City of Monticello Wright County, MN SHEET 1 OF 1 LEGEND: • Denotes found iron monument H Denotes waterva/ve X Denotes set chiseled "X" --C)7- Denotes sign D Denotes set nail cQ, Denotes power pole ■ Denotes catch basin E-- Denotes guy wire ® Denotes beehive catchbasin ® Denotes electric meter ❑E Denotes electrical cabinet1v❑ Denotes cable television box ® Denotes water service Fo Denotes fiber optic service box ®s Denotes electric service * Denotes light pole I hereby certify that a boundary survey has Denotes manhole © Denotes gas meter been completed for the preliminary plat of © Denotes bollard BLOCK 52 FIRST ADDITION, Sherburne County, Q Denotes monitoring well Minnesota. ® Denotes shrub/bush AC Denotes air conditioning LS 15233 Denotes Dennis Taylor, LS Signed: g a'� Denotes tree, deciduous LS 25718 Denotes Daniel Thurmes, LS Craig A. Wensmann OEMH Denotes electric manhole Denotes stone wall Date: 4/4/22 Lic. No. 47466 - SBL - Denotes building setback line Denotes bituminous surface ° ' as Denotes concrete surface -0-----0- Denotes wood fence oHE Denotes overhead electric Fo - Denotes underground fiber optics UG Denotes underground gas line Denotes underground electric Denotes right of way Denotes major contour Denotes minor contour Denotes existing adjoiners Denotes waters edge UP Denotes top of bank oHw Denotes ordinary high water (OHW) line Denotes soil type boundary DE%r. Denotes soil classification type BO 12 PEDERSON & A`0 %0/11 INC. 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" Q 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: 1. 5/24722 Revise to two lots 2. 6/22/22 Updated Title Commitment 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 BOGART, PEDERSON & ASSOCIATES, INC. LAND SURVEYING CIVIL ENGINEERING MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 I,IONBROWN Inkm _ I for Stonewood Development BLOCK 52 FIRST ADDITION City of Monticello Wright County, MN SHEET 1 OF 1 \ \ Oyf \ /CB �-ji = 921.64 9 In =9 .98 I v(E) = 7 \ \ ST 0�> 06 oyf \ BITUMINOUS BITUMINOUS PAVEMENT \ 1122- PAVEMENT STREET PATCH I / Q9_1 T \ \ 21 � O J / �� j 66 yf \ 978 `� \ \ CONCRETE SIDEWALK OR APRON \ \ 927 0 \ CITY TO IMPROVE WALNUT STREET. PROPOSED BLOCK 52 PROJECT DESIGN TO BE COORDINATED WITH WALNUT STREET IMPROVEMENTS DESIGN T c \ \ O o � BITU 41NO EMENT TREET PATCH AA RE�RCITY S S PARKING CALCULATION CONCRETE DRIVEWAY AS ON-SITE PARKING = 105 SPACES / \ M TEXISTIN CURB &TTER PER CITY STANDARDS \ OFF-SITE PARKING = 12 SPACES \ \ \ O� (PARALLEL PARKING ON BROADWAY) / \ \ Oc NEW 6618 CURB &UTTER / \ oy / \ ' • rA$ PER CITY STANDARDS\ 8612 CURB & \ \ \J/ \ , MATCH EXISTIN\ GUTAR (TYP) CURB & GUTTER \ / / cV`J \ i MATCH EXISTING %� / !12 / Q� 33p PAVEMENT (TYP) J' \ IP �2 �� A/q \ ° 00 / RETAINI G WALL #2 \ / 15233 HEIGH, = 0 TOF10'-4" \ MATCH EX/11 S G Q� BITUMINOUS \ 14 / \ �d CURB & GUTTER W \ PAVEMENT �� ` / RETAINING ALL #3 ` TYP Bbl URB & 6 \/ LENGTH = 100 LF / P TU VONT (TYP) G)d ER (TYP) / T� \ , O / HEIGHT = 0 TO 4'-2" Q p a / (TYP) /� / % F -6612 CURB & l \ \ / O 1f /0�' �° / �, o GUTTER (TYP) J ei \c/? e /o �/ \ ° ��\ / / / / \ O/ate of/ate / �►'Z� 91 \ \ v Fv ry /ryp 0 (5) CO NCRE Ex. Building �� ��� / �� o d •• ., 9 STEPS / c, No. 106 �� r° `�� ° , \ RTmH923.78 v /FFE92.VIb _ / �� B612 CURB &9 I3 p �° 10 • 9 \ \ \ Q h\ In v= GUTTER (TYP) / \oy / / a ° o • /� �9 / O/ C RET \ `� cV07 6 �' \ / / Off/ Qi� B612 CURB & / / \ T 2 CUR e , N EWA •\ •d• d •• ��� /o)ryQ,� 77�� \ �\ RETAINING WALL #4 LENGTH = 77 LF HEIGHT = 0 TO 3'-0" /P X2" \ �,o, Q / 121578 \ 00 ° (T P) `b I V `b d TRASH ENCLOSURE / NEW CONCRETE SIDEWALK 86124U(TYP) RB & �4" \ B / ;b (SEE ARCH.) d ° Cb / y AS PER CITY & MNDOT GUT x \ Ri 2 .0 FO 26,p„ STANDARDS (TYP) =9 / T ° CONCRETE / 20, URB & d SIDEWALK . • / / O� 0 Je / / \ \ TRAN FORMER PAD / /Typo' q� 14 GUT YP) (TYP) ,� 0 v (BY HERS) / � � ry%Q � � HANDICAP • / ° Ory '`� / d � •�� // HANDICAP SIGNAGE \ 4, SIGNAGE Ex. Building / / O 8;p„ ��' (TYP) // O \ 1. PROVIDE HANDICAP SP/CE SIGNAGE A(S PER MN g 6612 CURB 72" DA RAMPS W/ / '� v STATUTE 169.346 ($20000 FINE) AN7THE N MUTCD No. 155 / / / • d S; GUTTER (TYP a /Ty, F y ING (TYP) r2, •� / p d ° 2. PROVIDE "NO PARKING" SIGNAGE HEAD FFE= 929. Ex. � din o" / ,, x? i Lieu.• vol. ui / • ° o • ° / \ \ t o OF HANDICAP AC¢ESS AISLES, N MORE THAN / q q Ql p„ CO \ �� / � 8 -FT FROM THE HEAD OF THE AISLE aye• '� 92 .2 /T p �a � `b \ CONCRETE w ° SIDEWALK d t �X/ RETAINING WALL #5 4v ( d rr�^ LENGTH = 83 LF /��- / d HANDICA /�c,� J HEIGHT = 0 TO 1' 1 1 CONCRETE TYP GE •/ � �` C (3) ONCRETE / SMH / SIDEWALK 13 ( ) • ST ♦ / O V ,d \ / Rim =928.61 \ / � - ° (TYP) ADA RAMPS W/ / � ° ° \\ 1 Ingress and � \ ,'� Q\ Qj Inv 916.11 / / HANDICAP ANDING (TYP) g ess Easement / S \ / / 0, SIGNAGE Rim= 928. / / ` ° h (TY Ex. ulld%ng o,, PROPOSED BUILDING // / • )` RETAINING WALL #b \ ° MFE = 929.00 d 3 O ° ° /o ° � LENGTH = 64 LF / In v= \ \/\ l�O. 1 13 61O(TYP) R & GFE = 918.67 , FFE= 928.9 U HEIGHT = 0 TO 1'-6" / \�� ° NEW CO RETE SIDEWALK / DA RAMPS W/ ° • AS PER CITY & COUNTY LANDIN / eye STAND DS(TYP)G�(TYP) / \ A, \ / ° °d • \ / (3) CONCRETE d// d • (3)/CONCRETE / \ • / STEPS / / S PS n. MATCH EX� G 3�0 0 �, d p , \ / Ex. Bu ll dln g CURB & GUTTERS / 6 , F d • / No. 101 FFE= 929.0 CONCRETE SIDEWALK RETAINING WALL #7 \ ,, 7s" A , / a 2L \ 6 9 /�b� LENGTH := 32 LF / / NEW,11618 CURB & GUTTER / � ° >, HEIGHT= 0 TO 1' 5' / Qj AS PER Y & COUNTY / \ d d d 6" / STANDARDS' (,� / oQ� \ \\ ' ° f • d�/ PID: 155-218-001010 ,� '7 \ /Typo', - • ° dos NEW CONCRETE SIDEWALK / MATCH EXISTING / AS PER CITY & MNDOT / PAVEMENT (TYP) • /12 ° �F �� d O STANDARDS (TYP) / a�9s BITUMINOUS PAVEMENT EET / \ F (2) CONCRETE PATCH AS PER CITY STANDAR . , /A' \� / O STEPS I APPROXIMATE LOCATION OF FUTURE RADIUS / \ A leu.• 928.45' O� (BASED ON CONCEPT DRAWING PROVIDED I / O ter C� BY CITY) A, MATCH EXISTIN &GUTTER O/ \ NOTE: CONTRACTOR SHALL OBTAIN ALL I / / NEW 8'618 CURB & GUTTER Q / NECESSARY STATE AND COUNTY PERMITTING Q5718 �2" AS PER CIT COUNTY MATCH EXISTIN FOR WORK COMPLETED WITHIN STATE AND/OR STANDARDS A� CURB &GUTTER COUNTY PUBLIC RIGHT-OF-WAY BITUMINOUS PAVEMENTS T PATCH AS PER CITY STANDARD / Fa MATCH EXISTING / \ PAVEMENT (T1 P) 9s / \ SMH Rim= 927.58 \ TMH \ \ \ Rim = 927.43 / O \ Inv= 919.78± / IV 00 cc V� � S / GUTTER (TYP) 4`4'40" E h o� ° 26 p„ / " FF CONCRETE h a �o .82 �� / /T ` /iyp�" IN 2 3 APRON / f Q�h'` NC � G � / / f 0 RETAINING WALL #1 EN CURB & !! // TT�R S, I T o / / o� �q/ -COo LENGTH = 96 LF ^� \ Hf ` " ° 14 / N�� E HEIGHT= 0 TO 10'-4" / ® / /J\o / k O*MA EXISTIN 3 80- �h PAVEMENT YP) / / ESC /u \ \ /\ ® / T \ o \11 0� d ° a ° CONCRET \ \ EN RB & / UO /pNE \ �� `�� / F E- 9 SIDEWALK • •d / So pyF UTTE \ / \ ITU�fv'IN cp d ° (TYP) (4) CONCRETE I / PPyVEMENT �/ / 10 STEPS C C c SURFACING NOTES: 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. 5. CONCRETE PAVEMENT OR APRONS, WHICH ABUT DOORWAY OPENINGS SHALL BE TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. SEE DETAIL ON SHEET C3. 6. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. 12" x 18" .080 STANDARD UNIY5R5AL . L,1N55 5" WE 'ROVVE WHITE PAINTED SYMBOL AT EACH ACCF,665L8 PARKING STALL, C5NT5R 5YMBOL N STALL. ACC55 13 Z 5YM30L, NTS NTS CIVIL SHEET INDEX CSI............................................................................................................................................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 SITE PLAN N a) � CV O Q0 O Q� N 0-a o�E Q Q0 ° W (D 0 � O % �} O�� W }�� O O p I _ 0 N O U'in 0 N'j � W Q� N � m a) J Q _r O N O Q Q Vn N � N m E 4-7 W �> -0 O U N J N 0) �� w U O V ��O AGCE55IBLE PARKING 51GN WI FM � BTU 2-3/0" / CADMIUM BOLTS, NUT5 AND W Z 07 M j co co - LOCK5. THIS 515N TYPICAL AT SACH �p J c') co @j ACC5565I F. PARKING SPACS. LU � Wz L4OCAT5 "IVO PA2KTIG" SIGN AT O O z f 15AD OF ACCE55 A15L.E, � lu w _c wJ 5B� SIGN ' U_ zU W REQUIRAT ANAN-ACCE5 �z v0Q PARKfVG 5TA.L5 ONLY. o �h z W U NUMBER: z 2" DIA GAL.VANFZED z 5T551, P05T,-PAINT5D - � I LUN �.�..� SCALE: � C PllV15HED GRADE D Ln U N Q ' V 3000 P51 GONCRI=TE ` 1 rn `� ' � NOTE: 1 U J o � ACCE551BL.E PARKING SIGN SMALL CONFORM WITH CURRENT STATE AND s= Q LOCAL, CODE5 AND R5GULATVNS. �n I•_4. LOCATE A MAXIMUM OF 8'-0" FROM r CO THE "HEAD" OF THE 5TALL. LEVEL OF PARKING SURFACE ACC55 1 P L,E 51GN PETA ., . L,1N55 5" WE 'ROVVE WHITE PAINTED SYMBOL AT EACH ACCF,665L8 PARKING STALL, C5NT5R 5YMBOL N STALL. ACC55 13 Z 5YM30L, NTS NTS CIVIL SHEET INDEX CSI............................................................................................................................................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 SITE PLAN N a) � CV O Q0 O Q� N 0-a o�E Q Q0 ° W (D 0 � O % �} O�� W }�� O O p I _ 0 N O U'in 0 N'j � W Q� N � m a) J Q _r O N O Q Q Vn N � N m E 4-7 W �> -0 O U N J N 0) �� w U O V ��O � BTU c%i LU W Z 07 M j co co - �p J c') co @j LU � Wz O O z MSN LU w _c wJ li = z �v zU W �z v0Q LU Z z0 o � W U NUMBER: z z I LUN �.�..� SCALE: � C I� I � Ln U N Q ' V rn `� ' � CS 1 OF 1 U J o � s= Q r CO CO N � OC z 0 _ 0CO � N = O N U) T -WW Z O 0- CIOLU 0 Z O o V) I O N � Z J N J � c%i LU W �p J w LU � <Y O O cn LU J W W OUB � O wJ = z �v �z v0Q LU Z z0 00 PROJECT NUMBER: 22015 ° SCALE: Ln 1 "=30' N 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 Industry-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. 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 N w N (D Q) Z F - O V CO O U W N Q a� O T wJ LULU C0 (D U co co > Z N a - co CO V) � O " UJ N Q E CV W 0-O � ��� U co () U } 0 W Z _ 0_F_ C O W C: c Z 0 O� U i 0 p — c U O U W U N O Z U'j N QL J vQO U O QD O - 0 Q0 O � Z� a, }-0 0 Q m 8 >, N E w 0- N `^ VJ i (D N } N O U D D (D CO >_ LO N X If Z U 0 a`) -0 N C V) --- X .. J D � N 0 N � U) U=_ _Q w m o Z w O '^ Z F - Uz V CO O U W 0 O O T wJ LULU = z �v co co > Z CIO < z0 �< co CO V) O " UJ N W (r v ��� U N 4 _� i) W Z _ U/ rrnn O 0 V Q Z 7 L N Z IN N VJ LU U O 06 � Z� a, Q N � r (D CO >_ LO If Z O CO \ � N 0 N � U) 00 Z O o_ U CIOLU � w �O W J w Z F - O O cn W 0 O wJ LULU = z �v UOQ Z CIO < z0 �< V) w O N co � Z U c-4 I Lo J Y UJ U ~ LU �O W J w CL m 121:� O O cn W J w w OUB O wJ LULU = z �v UOQ Z CIO < z0 �< PROJECT ill 'r 3: 22015 ui U U 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 FUTURE STREET CURB OR GUTTER LINE FINISHED GRADE CL WATERMAIN z 0 U� 2'- 6" AS REQUIRED z w �z 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 " 7" �0 O Uj IZ m GRANULAR BEDDING AS Q a� BEARIN SURFACE TO BE MACHINED 24" C0 PER MN/DOT 3149.2E '`. GATE VALVE n �� � 28 1/2 " 36" a a >- GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER m Q THRUST MEGALUG BLOCKING BEH ND 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 E 01 N W EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. N N c� 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 N U c-4 I Lo N � �0 O Uj IZ m N Q a� V) 0- 1 Z C0 O U = Z Q N a >- m Q PROJECT � NUMBER: 22015 ul Q E 01 N W O O N N c� (0(U } p pL C O W c� c Z O�_ N C3 C U O N W UN w J V 0 W Q O 0 QO }4C=3 O m C3 N LU `^ VJ i W I� } N Q N D N x U 0 a`) X LU m o 0 U 0 0 0 z z J W a V COO 00 O OTU Z (A C; N CO C0 .> MCO wC'7 CO N z 4- W _ v � Q_LL� U ZNC U) C -w w O VU Z 0 (ll WW 0 N N U) L U 06 U Q r CO > Lo Er z _ 0CO O \ ) N CO c� Z O tY U LU LU c� w Z ~ 0 0 LU O CN M Com' Z Cn LJJ w LU C/) LU z 0.5o W 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 pU� = Z Q UQ� m Q PROJECT � NUMBER: 22015 ul a� 0 Ln N N C2 of 9 Cn LJJ w LU C/) LU z 0.5o W 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 JOINTS A B :F F B ° a1 ° a d c 415 d - - d - Q 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 PLAN CASTING TO BE SET 0.10' 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" \ \ 6" OPENING *15" 24" 9" 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 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 :0 a 2" MIN. COMPACTED MNDOT III—III-1 I—I I—III—III—I I CLASS 5 AGGREGATE BASE II -1 I— III=III—I III BELOW CURB AND GUTTER III -111. III.; =�-—� APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT B612) 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— j 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 O N Q� (y)O U N Q >- O U QO E W 0_0 — (f) N } O i O� W c� cr o- U U O O N W Q L N J NQO Q -C L U N F � O �u }t m E N Q) U > U 0Q) J_ \ / C LuU 0 U z 0 it 0 O z Q z 2 J W a V Z Wz W� z� �D_ Z� Ww N r� �+ / J D W Lu d CV N _ o C4 N X U U m O O E 0 00 U ('7 M co (0 N O C7 0�0 N d LL � U N C O U U) .N O U) C N _+1 U U) N i C U > Q V) wU o V) *48" TYP *DIMENSION VARIES L CO o BASED ON STRUCTURE to 0 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 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 :0 a 2" MIN. COMPACTED MNDOT III—III-1 I—I I—III—III—I I CLASS 5 AGGREGATE BASE II -1 I— III=III—I III BELOW CURB AND GUTTER III -111. III.; =�-—� APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT B612) 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— j 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 O N Q� (y)O U N Q >- O U QO E W 0_0 — (f) N } O i O� W c� cr o- U U O O N W Q L N J NQO Q -C L U N F � O �u }t m E N Q) U > U 0Q) J_ \ / C LuU 0 U z 0 it 0 O z Q z 2 J W a V Z Wz W� z� �D_ Z� Ww N r� �+ / J D W Lu d CV N _ o C4 N X U U m O O E 0 00 U ('7 M co (0 N O C7 0�0 N d LL � U N C O U U) .N O U) C N _+1 U U) z 0 o_ iY U Lu Lu cn w Z O o wO N M 0!1- z N i C U > Q wU o V) ry L CO N O > LID OC z 0 J w w 0U� \ �_ N \\` O O � 00 T VJ VJ z 0 o_ iY U Lu Lu cn w Z O o wO N M 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 tT NUMBER: � 22015 ui a� 0 N N C3 of 9 Lu W W W z C�50 wJ W LU Z z0 \ oyF \ \ \ oyF \ S ��9 \ ST 90> 06 8 CITY TO IMPROVE WALNUT STREET. PROPOSED BLOCK 52 PROJECT DESIGN TO BE COORDINATED WITH WALNUT STREET IMPROVEMENTS DES)GN \ oy5F / /P %2" / 15233 Q \ \ Ex 0) Ff 'A � al cc '� / rye, .� otyc A) A5(510 °He 0 / o'r / / / / / / /CB / —lo = 921.64 /In (l�W)= 9 .98 I v(E)= 7 \ / oyF \ / Q9_1 \ /rim X922 \92166oyF / \ v 9/503 SMH Rim=928.61 \ a S C T Inv=916.11 STMH / so T R Rim= 928.10 In v= � \ SIDEWALK - Q) DEFLgt!MITS\ O / REMOVE E NG PUBLIC EXISTING BUILDING O BE \ SIDEWALK ASP ITY & A� \COUNTY STANDARDS/(T) REMOVED - REM AL \ SPECIFICATIONS \ / / �3s METHODS, ETC/BY CURB DEMON /a F OTHERS LIMIT F --,,REMOVE EXISTING PUBLlt \ / 6 OV X / C B,& GUTTER AS PER CITY / CU &G & COaNS� 71 ARDS (TYP) 1 / P) / Fk PAVEMENT DEM-bl-1L0N , O LIMITS (TYP)21 / CURB DEMOLITION _N • Project BM: /\ LIMIT A Elew 928.45' 0 \ REMOVE EXISTING P C \� to \ SIDEWALK AS PER CITY &'-N/ \RB DEMOLITION � 0 COUNTY STANDARDS (TYP) IT O/ \ / REMOVE EXISTING \ EWAY ENTRANCE \ \ AN / PAVEMENT DEM ION / CU EMOLITION LIMITS (TYP) / LIMIT Fk N a _0N O Q0 O Q� PAVEMENT AND CURB& DEMOLITION AND REMOVAL NOTES: Q C4 Q�01 GUTTER TO BE REMOVED N 0 O 1. DURING ALL DEMOLITION OPERATIONS THE CONTRACTOR SHALL BE CAREFUL SO AS TO NOT DAMAGE LLQ EXISTING BUILDINGS, PAVEMENT/HARDSCAPES, OR UTILITIES (IE: MANHOLES, GATE VALVES, ETC.) DESIGNATED (n N O} C O TO REMAIN. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE OWNER, AND SHALL CONTACT GOPHER STATE ONE CALL (800) 252-1166 FOR A UTILITY LOCATE. ANY j O c O PUBLIC SIDEWALK AND CURB & GUTTER BUILDINGS, PAVEMENTS/HARDSCAPE, OR UTILITIES, DESIGNATED TO REMAIN, THAT IS DAMAGED BY THE O O O c TO BE REMOVED PER CITY, COUNTY, CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. i CON AND/OR MNDOT STANDARDS o.V) O J 2. ALL BITUMINOUS AND CONCRETE MATERIAL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND W Q i N DISPOSED OF OFF-SITE PER FEDERAL, STATE AND LOCAL REQUIREMENTS. N N �Q� 3. EXISTING PAVEMENT, CURB & GUTTER, AND/OR SIDEWALK AT THE DEMOLITION LIMITS SHALL BE SAWCUT WITH J `� AN APPROPRIATE SAW TO OBTAIN A STRAIGHT VERTICAL EDGE. Q Q U O EXISTING BUILDING TO BE REMOVED N am - REMOVAL SPECIFICATIONS, METHODS, ETC. BY OTHERS 4. EXISTING LAWN AREAS, NOT DESIGNATED FOR DISTURBANCE, WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RE -GRADED, SEEDED, AND MULCHED. THE MULCH SHALL BE DISCANCHORED. m Lu L GV 5. TREES LOCATED IN THE PROPOSED CONSTRUCTION AREA SHALL BE REMOVED. VERIFY EXTENT OF TREE REMOVAL WITH OWNER. N D x U i U x ANCE 6. COORDINATE ALL NECESSARY RELOCATION AND/OR ADJUSTMENTS OF EXISTING NON -SEWER AND NON -WATER 4 O x UTILITIES (GAS, ELECTRIC, COMMUNICATIONS, ETC.) WITH LOCAL UTILITY. J ,� w m � REMOVE EXISTING PAVEMENT AND CURB & GUTTER AS NECESSARY / U \ FOR NEW UTILITY CONNECTION ("Cg) z \ \ DISCONNECT EXISTING WATER / O p � 0 0 ✓ SERVICE AND SHUT OFF CORP. / (� z 6 (� N l`— co co > -STOP co CO5 S CAP EXISTING SALT. SERVICE AT / W c; WYE CONNECTION �� / z w z }N, / a ' \ C) w (� a- I� / REMOVE'E4SSTING PUBLIC / z U CURB DE ITIIO / SIDEWALK ASTER CITY Q v, LIMIT \ / STANDARDS (TYP)\ \ / LL W O \ R€MOVE EXISTING SAN Y REMOVE EXISTING AND TER SERVICES / SIDEWALK (TYP) z ` N N T W W N J , pei � Q ■ �1 r� N z ` VJ< ) 1 U SIDEOVE ELIC J AS PER CITY STANDARD Yf) W 3: STMH a Rim= 923.78 In v= V Cblb J N / 3 OC Z co �N— C/) T -WW RE IN G / �� \ /P X2" \ Ew z� Q ��� / 121578 \ MO IS P ME TYP UILD C T REVED V ATI S . BY ERS REMOVE EXISTING PUB C S, E / / SIDEWALK AS PER CITY & / \ � Q RE E I �o �q°� J MNDOT STANDARDS TYP) \ TO EW 05 CIO y w CAP EXISTING 12" RCP STORM SEWER AT RIGHT-OF-WAY \ / / z L") w TIN N gre on Q\ _ss ase n O U CN V)U L u w � moo, � � / 0 Qj 0 Lu REMOVE EXISTING -PUBLIC / w J W SIDEWALK AS PER CITY &-_ / \ PID: 155-218-001010 MNDOT STANDARDS (TYP) ul') OOv) W / CLJz I / J W W 0-5O y c NOTE: CONTRACTOR SHALL OBTAIN ALL U00— Lu Z NECESSARY STATE AND COUNTY PERMITTINGQ5718 �2:DZ O FOR WORK COMPLETED WITHIN STATE AND/OR m Q COUNTY PUBLIC RIGHT-OF-WAY / \ / \ PROJECT DEMOLITION & REMOVALS PLAN NUMBER: N \ / E SCALE: Rim= 927.58 TMH 1 "=30' im = 927.43Ln 0 30 60 120 v=919.78± p N C4 OF 9 \ OyF \ \ \ °yF \ \ \ \ ST 19 / /r7 L\9220 / JJ \ J-9/ 8 CITY TO IMPROVE WALNUT STREET. PROPOSED BLOCK 52 PROJECT DESIGN TO BE COORDINATED WITH WALNUT STREET IMPROVEMENTS DES)GN \ oy5F 0 / /P !12 / 15233 ) �tx Oyf oyF \ /� / X80- �h \ / \ / so \ OyF / �QA B(0007)s-A, 2 o'r / NEENAH R -4990 -HX TYPE A GRADE - RIM=918.45 / 1" LIP 1" LIP / 19'-10" / 20'-0" 21 '-2" /I INV=916.35 24" WIDE TRENCH @ 2.00% INV=915.95 /5"l I 8" SOLID MASONRY TOCON CETO WALNUT STREET STORM 8" SOLID MASONRY BLOCK, PRECAST OR SEWER (TO BE COORDINATED W/ CITY) BLOCK, PRECAST OR REINFORCING: \ SINGLE LINE OF STEEL FABRIC HAVING AN AREA OF 0.12 SQ \ \ IN PER FT OF HEIGHT (4003 \ =924.30 °yF \ \ \ TENCH DRAIN #1 (TRI) 919.10lb \ / O -L / \ CB4 EOF II 924.5 BEV = 5 EL E e o 0 i P 2,S S9 ,oer dye \ / LF \ cif /Octet% RETAININ / G WALL # LENGTH - 42 LF HDPE / 924 2 / HEIGHT= 0 TO 10'-4" \ 1.52%° / off° CB3 (4003) \ ey 7\ F RIM = 923.75 / TY INV = 919.7 � � N MAIN / / rrR 2 24 , \\ RETAINING WALL #3 / S / LIFT STATIOLENGTH = 100 LF IcGG 01rri HEIGHT = 0 TO N-2" / SMH v \ _ 1 / / / / 928 v Rim=928.61 28.0 / � O ? g 1 Ingress d In v= 916. 11 / / 1 / 8 S0 'y$' gess Eosemen STMH / / so / / 2$ 5/ CONNECT TO 0 Rim= 928.10 / / EX. L�UIIding o '' ROOF DRAIN In v= \ \/\ X \ 28.96 /�O. 113 O \ / INV @ BLDG = 928.9 28 PROPOSED BUILDING / \ / ���� \ • X MFE = 929. /Ex. Buildin `L$� 5 GFE = 918.((((7 Bg g6 / / No. 101 / AN �/� G \ � �_ FFE= 929.0 Q '91 \ �B 28) 28.7 &�� / Fk B \ ♦ 0 U SEX / 400,41'� Project BM: �o��' Elev./ 928.45' lyof�i- / / AN / \ / \STMH / Rim= 923.78 stijy\ In v= -710 os � 7, 2 / ! RETAINING WALL #4 LENGTH = 77 LF 2 96 �O 26.5 �� \ HEIGHT = 0 TO 3'-0" 9g EX / \ RETAINING WALL #1 \ Q \ \ / / P 578 \ \ LENGTH = 96 LF 2 HEIGHT= 0 TO 10'-4" 26.7 / EX rya / / \ 27. g6 % EXE GO PVC RETAINING WALL #5 / LENGTH = 83 LF Fo HEIGHT= 0 TO 1'-1 1" EX v RETAINING WALL #b 0 LENGTH = 64 LF / O / EX 2X 4 HEIGHT = 0 TO V-6" / � O 1 EX EX �� � � C5 J O RETAINING WALL #7 / LENGTH = 32 LF / Q HEIGHT = 0 TO 1'-5 \ . EX/ 63 � PID: 155-218-001010 __�/I / APPROXIMATE LOCATION OF FUTURE RADIUS I / (BASED ON CONCEPT DRAWING PROVIDED BY CITY) I / / NOTE: CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND COUNTY PERMITTINGQ5718 �2FOR WORK COMPLETED WITHIN STATE AND/OR COUNTY PUBLIC RIGHT-OF-WAY 27.58 \ / 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 b" 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 0 cD D � o N w BTU tY CV Z 6) M j co w �< O Q0 coo @j wJ LUv = z LL] UOQ Z O Q>_ -5 "C0 N c\1 V) _c N N li U 0C`4 O E O 01 QQO 0 v W (D o U O c C O �} c z z0Z N 1 O O c >_ U u Q 00 � � W Q� N Q U J L N QL � W = o � Q Qc o Q m � r ct) mw } � � N N N 7C3 OC z GV p CV U U X �O N -0 a� N = O N x U) __Q T- U7 U7 i w m U 0 cD D � o � w BTU tY OOH Z 6) M j co w �< JI w OU� 0-5 O coo @j wJ LUv = z LL] UOQ Z z z "C0 N w0- _c N N li U Z 607- O O o LL r� W U V z0Z N 1 W -0 C >_ I� I � O N Q ' V rn `� ' � J U J L 0 � W = o � Q m � r ct) co LO OC z O c9 N = O N U) T- U7 U7 z O 0- U CIOLu 0 z O o cn w(7j: N (1)v tY �� Lu w �O J w Lu CL tY OOH � 1z w �< JI w OU� 0-5 O wJ LUv = z UOQ Z co z_0C C < PROJECT NUMBER: 22015 SCALE: c 1 ''=30' N N C5 OF 9 M/Sslsslpp I 41 MA �Iq , , I IN �Wh. - MIzFs PROPOSED SITE ii VICINITY MAP NTS PROJECT INFORMATION Proiect Descriotion This project will include the demolition of five existing buildings, as well as adjacent pavements, curb & gutter, and sidewalk. After 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 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 1 1 EA Temporary Rock Constr. Entrance 1 EA SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site (ie: sands, loams, and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that these materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints, etc.) resulting from new construction. 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 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. (Date) (Signature) 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 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: p P g p 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 p g g 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. P p 9 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 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 copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification 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. 2575.3B. 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, hydroseeding, 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 seeding shall be sown per MNDOT Spec. 2575.38. 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 asp er MNDOT Spec. 2575.3G2. p 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. 251 1.362. 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 requirements of MNDOT Spec. 3886. c). Silt fence shall be installed as per MNDOT Spec. 2573.362. 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 City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction 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. g Yp q p 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. ESTIMATED BMP QUANTITIES ITEM QUANTITY Temporary Seeding & Mulch 2.5 Acres Permanent Seeding & Mulch 0.4 Acres Erosion Control Blanket 210 SY Silt Fence 1,000 LF Catch Basin Protection 1 1 EA Temporary Rock Constr. Entrance 1 EA * Note: Estimated quantities shown above indicate one application of the associated BMP. Additional quantity of BMP over what is indicated above may be required for maintenance of each BMP. Good housekeeping by the Contractor will likly result in less quantity required. 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 b Dandy Products Inc. Dandy Products Inc. can be contacted at 877 307-0141 and their web page is Y Y - Y ( ) - p g www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewaterin water has been treated it may be discharged off-site or to a surface water. The discharge shall be visual) g - Y 9 9 Y 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. q p p g P 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: 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 use the 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 C\I N O N co N O O 0 > W Ir I W W J Q 2 D W 0 J > U Z 0 Z) Ir Z(1) 0 Ir 0 0 Z Ir Q Z 2 J W Ir 11 U) ui Q) 0 Z I IZ n IZ V) u7 O N N 7C3-0 o� 0C Qo O.0 L- Q _�_ N D 070 O QO 0 N} Ln O 0� C C:- C O� 1E OO O U C N �o U 'ui p N'j - a- V) <n N N ,Q_r O NO N 0 N }70 O C) >- N } >,N N -7C) 7C) N C C > U Qo 0 N N C a) 0) _Q w V Z Wz W CD ZU) V w Z W UJ N UJ J D CO Z U0 V Z O F - o_ U CIOLU 0 w CL N D U C U 00 a` N It 0 Z N c N U J ('4 N O N X X L 1 COO CO O 9- U 6) c; N> co co - co CO oa0) S S N Q_ LLL � U N E O U C 0) .� N 0) C O N U (� N C N Q N r- I- U) L. N CO > LO If Z O +Z CO N O - U) N a) L.� WW V) w Z F- 0 0 cLo W O N M 114- � Z U c-4 I L,r ) I wU 0_ O ITY I LU CL CO O O �__ CL I Z N W W JUS O �__ F- = :Z � - =ZQ!:� UQQ m 12 PROJECT NUMBER: 22015 C6 OF 9 V) W W W I - c/) LU Cz dS p WJ W LU I-� L/)z LU z0C E 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 0 R 6 A v (D (n Z) z - - - — - - - - - - - - e�r N (D W Z d 0 LL U) O O Uj V i0 C,4 Cnl rI M p p �. Cn W J D W Z Imo! ^ • LU O N N Q' Z 0 USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY, THE FABRIC SHALL BE REPLACE PROMPTLY. O �r 0 (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 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 I 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 N N � O N Q a� C0 O U N OL >_ of W Qu 0 U) m } o Ln � o� c W c— rr 07:3 C3 O O N W U •N O w N'j \ INSTALL CATCH BASIN PROTECTION \ (TYP) 0 / 926 0 \�J-9/8 CITY TO IMPROVE WALNUT STREET. PROPOSED BLOCK 52 PROJECT DESIGN TO BE COORDINATED WITH WALNUT STREET IMPROVEMENTS DESIGN /' \ 0 / IP !12 / 15233 Q \ \ / V ) �tx V / �� 77 /� �^ s " PE jry V��/ FE � ° / �h 1/ °NF 0 \ /BASIN PROTECTION o'r / SMHV 98 /\ Rim=928.61 \ Inv=916.11 SMS' / Rim=928.10 Ex. kilding In v= �/\ YO. 113 O INSTALL CATCH 21 / / \ �F / F�E= 928.9 BASIN PROTECTION (TYP) \,A \ / / �F \ / PROPOSED dUILDING MFE = 929 0 GFE = 918.67 EX. B( No. /,g, A \ \ QS / , \ PERIMETER SILT , / \E (TYP) 01 a E ��l / Pro iec t BM: � EI e v.• 928.45' PERIMETER SILT 21/ \ FENCE (TYP) / \ \ %INSTALL CATCH SIN PROTECTION (TYP) , \ INSTALL CATCH'-- BASIN ATCH\BASIN PROTECTION \ (TYP) T \ Rik TEMP RARY ROCK CONSTRUCTION ENTRANCE \ IETER SILT \ / E (TYP) \ / I STMH / Rim= 923.78 stiiy\ In v= �j 4 o Iq `v /�i��SN�iJ 98� ' ry �J . 07 ' -7-r/a� ' \ IP %2\ \ 121578 \ PERI ETER SILT FEN E (TYP) �o INSTALL CATCH / BASIN PROTECTION (TYP) /40O PERI TER SILT FEN E (TYP)Qj 700, � PID: 155-218-001010 I / APPROXIMATE LOCATION OF FUTURE RADIUS I / (BASED ON CONCEPT DRAWING PROVIDED BY CITY) I / / NOTE: CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND COUNTY PERMITTINGQ5718 Y2FOR WORK COMPLETED WITHIN STATE AND/OR COUNTY PUBLIC RIGHT-OF-WAY 27.58 \ / o \ / / / / / SWPPP - PLAN VIEW U 0 U D z 0 IrO LL O z I `z G J W c I a_ a_ D_ LO 0 C14 N -0-0 (D00o z p� �O J () (y0> O � 0y) UJ Q� z IN O U d LL L z � / W N 5 O� Lu LuZ Z / 3 O Lu ui O E / N Q U - J c'') / o° o STMH / Rim= 923.78 stiiy\ In v= �j 4 o Iq `v /�i��SN�iJ 98� ' ry �J . 07 ' -7-r/a� ' \ IP %2\ \ 121578 \ PERI ETER SILT FEN E (TYP) �o INSTALL CATCH / BASIN PROTECTION (TYP) /40O PERI TER SILT FEN E (TYP)Qj 700, � PID: 155-218-001010 I / APPROXIMATE LOCATION OF FUTURE RADIUS I / (BASED ON CONCEPT DRAWING PROVIDED BY CITY) I / / NOTE: CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND COUNTY PERMITTINGQ5718 Y2FOR WORK COMPLETED WITHIN STATE AND/OR COUNTY PUBLIC RIGHT-OF-WAY 27.58 \ / o \ / / / / / SWPPP - PLAN VIEW U 0 U D z 0 IrO LL O z I `z G J W c I a_ a_ D_ LO 0 C14 N -0-0 (D00o z p� �O J () (y0> O � 0y) UJ Q� z IN O U d LL L z � Q _� W N 5 O� Lu LuZ Z Z0 3 O Lu ui O E N Q U - J c'') Q} o o° o c} c Q z a) _o L CO N > L0 O U 0 N O 75 U •N � T- (1) W Q L N N O N O N N } Lu d N a O N O N o O w m o z O IL U Lu Lu 0 Z F- 0 O o cn Ill O N co I 't fl� z U C14 1 Lo V)_� Lu (D00o z QrU �O J () (y0> Lu 0y) UJ o�� co 000 IN z IN WV d LL L z � U N W V Lu LuZ Z Z0 z0C Lu ui N �cn J c Q N r L CO N > L0 E z 0 co \N O 75 T- (1) W z O IL U Lu Lu 0 Z F- 0 O o cn Ill O N co I 't fl� z U C14 1 Lo V)_� Lu w �O J w Lu 00� V) 0— 1Z w �< J w w OU� O wJ LU LU = Z UOQ Lu LuZ Z 55 m L Q z0C PROJECT NUMBER: 22015 SCALE: 1 "=30' C8 OF 9 \ \ Oyf \ \ S 9 9 O 0,86'. \ -9 S 6 8 CITY TO IMPROVE WALNUT STREET. PROPOSED BLOCK 52 PROJECT DESIGN TO BE COORDINATED WITH WALNUT STREET IMPROVEMENTS DES)GN \ oy5F 0 O O\ � / /P /2„ / 15233 OQ \ N\ V ) �tx v / Oo, S � 4. �h / �` \ 1 �'/ OHF oNt 0* \ /� / X80\ �h \ S / A o'r / EXISTING HYDRANT (ESTIMATED LOCATION) \ T T \ �VEMENT AND CURB & / 'ER CITY REQUIREMENTS / SANMH2 / - RIM = 923.05 / INV SW = 914.05 NOTE: CONTRACTOR SHALL OBTAIN ALL INV NW,SE = 913.95 NECESSARY STATE AND COUNTY PERMITTING FOR WORK COMPLETED WITHIN STATE AND/OR / \ COUNTY PUBLIC RIGHT-OF-WAY CONNECT TO EXISTING 8" SANITARY SEWER \ / INV = 913.95 (FIELD VERIFY) \ / /2'to ' (ESITIMATHYDRANT ED STING LOCATION)e/ STMH / Rim= 923.78 In v= N c O h' s� 9 .5 / wFF 3/HYDRANT 6 GATE VALVE & BOX /o • / 6"X6" TEE 4� E 6" C900 PVC LEAD / O IP %2� \ Q / 121578 \ WATERMAIN CROSSING r VERTICAL SEPARATION, 4" RIGID INSULATION 8" PVC SAN. SERVICE INV @ BLDG = 915.61PO F F v SMH O Rim=928.61 \ / a / / / I Ingress d \ r 11 Inv 916.11 / / / g ess Easemen / So r PV MBINED STMH / / Ex. kilding 6" TER C C Rim=928. 10 / \ o' WATER VALVE W/ 6" In v= \ \/\ / \ \ \ Vo. 11i O GATE VALVE & OX r �o ♦ / O 928.9 / F PROPOSED B ILDING MFE - 929. /Ex. Buildin o GFE = 918.((((7 g / No. 101 ,N \ / 6" o/ L �_ / FFE= 929.0 47 A�19 -1 / \ `\ /� / / \ PID: 155-218-001010 eto 9s tie- -Ax 1- 401 - I� EXISTING HYDRANT Projecf BUT �o`���' ( (ESTIMATED LOCATION) \ El e v.• 928.45' / \ 05718 v SMH Rim= 927.58 / \ STMH Rim = 927.43 / \ In v= 919.78± \ ry \ UTILITY NOTES: 1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 7.5 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 7.5 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. CITY NOTES 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 OR 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 STANDARD 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 -FT. e. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. f. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. 8. 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 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 'ERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE 3EEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS. UTILITY PLAN V cy (5 O N / 00 00) B TU 22015 CV z / LU O Q0 (6 / = z �v M co N �z LU z / Q� N N c\1 / L O / O01 o E O EXISTING HYDRANT (ESTIMATED LOCATION) \ T T \ �VEMENT AND CURB & / 'ER CITY REQUIREMENTS / SANMH2 / - RIM = 923.05 / INV SW = 914.05 NOTE: CONTRACTOR SHALL OBTAIN ALL INV NW,SE = 913.95 NECESSARY STATE AND COUNTY PERMITTING FOR WORK COMPLETED WITHIN STATE AND/OR / \ COUNTY PUBLIC RIGHT-OF-WAY CONNECT TO EXISTING 8" SANITARY SEWER \ / INV = 913.95 (FIELD VERIFY) \ / /2'to ' (ESITIMATHYDRANT ED STING LOCATION)e/ STMH / Rim= 923.78 In v= N c O h' s� 9 .5 / wFF 3/HYDRANT 6 GATE VALVE & BOX /o • / 6"X6" TEE 4� E 6" C900 PVC LEAD / O IP %2� \ Q / 121578 \ WATERMAIN CROSSING r VERTICAL SEPARATION, 4" RIGID INSULATION 8" PVC SAN. SERVICE INV @ BLDG = 915.61PO F F v SMH O Rim=928.61 \ / a / / / I Ingress d \ r 11 Inv 916.11 / / / g ess Easemen / So r PV MBINED STMH / / Ex. kilding 6" TER C C Rim=928. 10 / \ o' WATER VALVE W/ 6" In v= \ \/\ / \ \ \ Vo. 11i O GATE VALVE & OX r �o ♦ / O 928.9 / F PROPOSED B ILDING MFE - 929. /Ex. Buildin o GFE = 918.((((7 g / No. 101 ,N \ / 6" o/ L �_ / FFE= 929.0 47 A�19 -1 / \ `\ /� / / \ PID: 155-218-001010 eto 9s tie- -Ax 1- 401 - I� EXISTING HYDRANT Projecf BUT �o`���' ( (ESTIMATED LOCATION) \ El e v.• 928.45' / \ 05718 v SMH Rim= 927.58 / \ STMH Rim = 927.43 / \ In v= 919.78± \ ry \ UTILITY NOTES: 1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 7.5 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 7.5 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. CITY NOTES 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 OR 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 STANDARD 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 -FT. e. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. f. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. 8. 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 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 'ERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE 3EEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS. UTILITY PLAN O V cy (5 O N w 00 00) B TU 22015 CV z 07 M j � LU O Q0 (6 LU = z �v M co N �z LU z O Q� N N c\1 �� L O LLL O01 o E O QQ O v w (D ° U o° c 0 �} C Z w N 1 O O -0 c U U i O N -_ U N N'j � J w Q� N O U J L N N J �Q� O Q o Q(D N Q U) Ct) m} w N U)7 (D N OC Z 04 p CV O x �O N -0 O N 0CO N N x U) J Q) __Q D w m U O V cy (5 O �O J w 00 00) B TU 22015 00� z 07 M j � LU J w w OU� 0.5 O (6 LU = z �v M co N �z LU z z z N N C9 OF 9 'w L LJ L O LLL zU O O o LLJ U z 0 z N 1 IL] -0 c I� I � O N Q ' V n r `� ' � J U J L 0 Q U) Ct) CO LO OC Z O 0CO N N U) T_WW Z O 0_ CIO LU 0 Z O o cn w O N � Z J N J Lr) V)� LU w �O J w LU CL 22015 00� CLJZ LU J w w OU� 0.5 O LU = z �v UOQ �z LU z ::D 00 z0 C �i PROJECT NUMBER: 22015 SCALE: 1 ''=30' Ln N N C9 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 FBI N (a rn x 0 U C O C N E U07 O � � O O -0 co N V)N =)O 7: N U � N_ o � is ai U J 0 O O E 3 BLOCK 52 MIXED USE MONTICELLO, IV "' 4 5 GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE:(320) 980-5600 EMAIL: buchpropmn@gmail.com ARCHITECT: RHET ARCHITECTURE ATTN: RHET FISKNESS, AIA ADDRESS: 27 11th ST. N. FARGO, ND 58102 PHONE: (701) 715-8232 EMAIL: rhet@rhet-arch.com WEB: WWW.RHET-ARCH.COM me CIVIL ENGINEER: SCHULTZ ENGINEERING & SITE DESIGN ATTN: BRIAN SCHULTZ ADDRESS: 18 S. RIVERSIDE AVE. SUITE 320 SARTELL, MN 56377 PHONE: (320) 339-0669 EMAIL: schultzeng@live.com WEB: WWW.SCHULTZENGDESIGN.COM FA 3 4 4" RENDERING FOR ARTISTIC PURPOSES. NOT FOR CONSTRUCTION. 0 STRUCTURAL ENGINEER: SANDMAN STRUCTURAL ENGINEERS ATTN: NATHAN HOFFMAN ADDRESS: 1587 30th AVE. S. MOORHEAD, MN 56560 PHONE: (701) 793-0804 EMAIL: nathan.hoffmann@sandmanse.com WEB: https://www.sandmanse.com/ DRAWING INDEX: ARCHITECTURE A000 COVER SHEET A001 CODE SUMMARY, SHEET INDEX, TYPICAL ADA DETAILS A002 CODE PLAN, WALL TYPES A003 PARKING PLAN / SCHEDULE, TRASH ENCLOSURE A100 OVERALL LOWER LEVEL, 1ST FLOOR A101 OVERALL 2ND FLOOR, 3RD FLOOR A102 OVERALL 4TH FLOOR, 5TH FLOOR A200A LOWER LEVEL - AREA'A' A200B LOWER LEVEL - AREA'B' A201 A 1 ST FLOOR - AREA 'A' A201 B 1 ST FLOOR - AREA'B' A202A 2ND FLOOR - AREA 'A' A202B 2ND FLOOR - AREA'B' A203A 3RD FLOOR - AREA 'A' A203B 3RD FLOOR - AREA'B' A204A 4TH FLOOR - AREA 'A' A204B 4TH FLOOR - AREA'B' A205A 5TH FLOOR - AREA 'A' A205B 5TH FLOOR - AREA'B' A210 ROOF PLAN - OVERALL A401 ELEVATIONS A402 ELEVATIONS A410 DOOR AND WINDOW TYPES AND SCHEDULES A501 OVERALL BUILDING SECTIONS A502 BUILDING STAIR SECTIONS A503 BUILDING STAIR / ELEVATOR SECTIONS A504 BUILDING SECTION @ CORRIDOR AND ROOFTOP PATIO / CLUBHOUSE W/ BALCONIES A505 BUILDING SECTION @ GARAGE AND TWO STORY SPACE / PATIO A507 FULL HEIGHT BUILDING SECTION A601 WALL SECTIONS A602 WALL SECTIONS A610 WALL DETAILS A611 WALL DETAILS A701 UNIT PLANS A702 UNIT PLANS A703 UNIT PLANS A704 CLUBHOUSE AND PATIOS CIVIL CS1 SITE PLAN C1 STANDARD NOTES & SPECIFICATIONS C2 - C3 STANDARD DETAILS C4 DEMOLITION & REMOVALS PLAN C5 GRADING PLAN C6 SWPPP - STANDARD NOTES C7 SWPPP - STANDARD DETAILS C8 SWPPP - PLAN VIEW C9 UTILITY PLAN STRUCTURAL S001 STRUCTURAL NOTES S002 SPECIAL INSPECTIONS S101A FOUNDATION PLAN - AREA A S101 B FOUNDATION PLAN - AREA B S201A FIRST FLOOR PRECAST FRAMING - AREA A S201B FIRST FLOOR PRECAST FRAMING -AREA B S202A SECOND FLOOR PODIUM FRAMING - AREA A S202B SECOND FLOOR PODIUM FRAMING - AREA B S203A THIRD FLOOR FRAMING - AREA A S203B THIRD FLOOR FRAMING - AREA B S204A FOURTH FLOOR FRAMING - AREA A S204B FOURTH FLOOR FRAMING - AREA B S205A FIFTH FLOOR FRAMING -AREA A S205B FIFTH FLOOR FRAMING - AREA B S206A ROOF FRAMING - AREA A S206B ROOF FRAMING - AREA B S207A UPPER ROOF FRAMING - AREA A S230 PRECAST LOADING PLAN S231 SHEARWALL PLAN AND SCHEDULE S232 SHEARWALL DETAILS AND SECTIONS S301 FOUNDATION DETAILS S401 FRAMING DETAILS S402 FRAMING DETAILS S403 FRAMING DETAILS S404 FRAMING DETAILS S405 FRAMING DETAILS S406 FRAMING DETAILS 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L FBI CD CONSTRUCTION DOCUMENTS 06/24/2022 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 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 4 I 5 I 6 3 1/2" @ [1 ] 5 1/2" @ [1.1]oe 71/4" @ [ 1.2] _ SIDING, SEE ELEVATION WEATHER BARRIER 7/16" O.S.B. SHEATHING 2x6 STUDS @ 16 O.C. W/ R-21 BATT. INSUL. 4 3/4" 31 /2" - 5/8" TYPE 'X' G.W.B. 2x4 STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ [W2.1] - OMIT G.W.B. 6 3/4" 5 1/2" 7 1/4" 5 1/2" _ 5/8" TYPE 'X' G.W.B. 2x STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ [W4.2] - OMIT G.W.B. @ [W4.1] 2x4 STUDS 8" @ [5] 10" @ [5.1 ] 12" @ [5.2] 31 /2" 1 " 3 1/2" 5/8" TYPE 'X' G.W.B. 2x4 STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ [W5.1] 2x6 STUDS @ [W5.2] 2x6 -STUDS 6" @ [6] 8" @ [6.1] 3 1/2" e- (2) LAYERS OF 5/8" TYPE 'X' G.W.B. 2x STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ [W6.1] 2x6 STUDS @EXTERIOR, 9 3/8" @ [7] 113/8" @ [7.1 ] 13 3/8" @ [7.2-3] 3 1/2" 31 /2" 01RHET - (2) LAYERS OF 5/8" TYPE 'X' G.W.B. 2x STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ [W7.1] 2x6 STUDS @ [W7.2] 2x6 STUDS 7 1/8" 6" 5/8" TYPE 'X' G.W.B. MTL. STUDS @ 16 O.C. W/ R-21 BATT. INSUL. 7/16" APA SHEATHING WEATHER BARRIER 4 7/8" 3 5/8" 5/8" TYPE 'X' G.W.B. METAL STUDS @ 16 O.C. W/ SOUND BATT. INSUL. @ SIM, ADD RC -1 SOUND CHANNEL oe 7 1/4" 6" 8 1/2" � 6" � _ RHET ARCHITECTURE @ [W1.1] 2x4 STUDS @ [W1.2] 2x8 STUDS RC -1 SOUND CHANNEL 1/2" AIR SPACE suBSTlrurE EXTERIOR RATED FIBERGLASS @ [W7.3] 2x6 STUDS 27 11th ST. N. FARGO, ND 58102 6 MIL. VAPOR BARRIER 7/16" SHEATHING -SEE _ - G.W.B. _ 71 5/8" TYPE 'X' G.W.B. = _ _ _ _ = 701.715.8232 WWW.RHET-ARCH.COM A „ 5/8 TYPE X G.W.B. SHEERWALL LOCATIONS @ SIM, ADD RC -1 SOUND CHANNEL _ @ [SIM] 7/16" SHEATHING (2) LAYERS OF 5/8" _ - 5/8" TYPE 'X' G.W.B. ADD 7/16" SHEATHING 5/8" TYPE 'X' G.W.B. TYPE 'X' G.W.B. o 2x STUDS @ 16 O.C. W/ -SEE STRUCT. METAL STUDS @ 16 O.C. W/ METAL STUDS @ 16 O.C. W/ I hereby certify that this plan, specification, or 0 0 SOUND BATT. INSUL. o _ o12� O - SOUND BATT. INSUL. _ 7 SOUND BATT. INSUL. _ _ ; ";: � report was prepared by me or under my direct ,- W w I-II @ [ W3.1] - OMIT G.W.B. H H HILL Q '" ILL Q W w @ SIM, ADD RC -1 @ SIM, ADD RC -1 supervision and that I am a duly Registered p Y 9 X z O z z = _ „, F_ x SOUND CHANNEL SOUND CHANNEL z w °" z w - - Architect under the laws of the State of Fw_1 F 1 W1.2 HE HE HEH HHH SIM HEI W7.1 W7.2 W7.3 SIM E H SIM El SIM E E Minnesota. EXTERIOR WALL INTERIOR WALL INTERIOR WALL CORRIDOR WALL PARTY WALL SHAFT WALL / 2 HOUR WALL SHAFT WALL EXTERIOR WALL INTERIOR WALL INTERIOR WALL SHAFT WALL 1 HR CONSTRUCTION 2x4 WALL 1 HR CONSTRUCTION 1 HR CONSTRUCTION 1 HR CONSTRUCTION 2 HR CONSTRUCTION 2 HR CONSTRUCTION 6" MTL. STUD WALL 3 5/8" MTL. STUD WALL 6" MTL. STUD WALL 6" MTL. STUD WALL Signature: g UL DESIGN NO. 365 UL DESIGN NO. U305 UL DESIGN NO. U305 UL DESIGN NO. U309 UL DESIGN NO. U341 UL DESIGN NO. U301 UL NO. U301 UL DESIGN NO. U465 UL DESIGN NO. V450 UL DESIGN NO. V450 UL DESIGN NO. V450 STC: 35 STC: 35 STC: 50-54 STC: 56 STC: 38 STC: -60+ STC: 45-49 STC: 45-49 (50-54 @ SIM) STC: 45-49 (50-54 @ SIM) STC: 45-49 (50-54 @ SIM) Date: 06/06/2022 REG. NO.: 50755 8" @ [C1] 8" @ [C2] 10" @ [C1.1] 10" @ [C2.1] 14" @ [C1.2] 14" @ [C2.2] 8" 4 16 @ [C1.3] V 16 @ [C2.3] V 9.6 0.2 ° as :d a" 48 _I PRECAST CONCRETE _ PRECAST CONCRETE PRECAST CONCRETE d. @ [C2.1] 1033 0" @ [C1.2] 14" ° = @ [C2.2] 14" SEE ROOM FINISH TAG IN @ [C1.3] 16" @ [C2.3] 16" ° FLOOR PLANS FOR FINISH B ° ° B [J 8 2 >0, 2 _ _ FLUID APPLIED MEMBRANE aFLUID APPLIED MEMBRANEWATERPROOFING WATERPROOFING 1" RIGID INSULATION2" RIGID INSULATION 17.4 0.2 33 10.8 0.2 j� °° ♦� 3/8" MIN. AIR GAP - SEE SECTIONS a 87 i 54 i @ SIM, EIFS �o ° - PROJECT NAME: MASONRY, SEE ELEV. @STAIR INTERIORS a 33 0 1 33 0 1 : , °-� 5/8" TYPE'X' G.W.B. AS MONTICELLO TYPE 'X' G.W.B. REQ'D TO FLUSH OUT - I I d ° J I J 1 J 6 MIL. VAPOR BARRIER �a_ O WITH ABOVE FLOORS °gid - b° ° d BLOCK 52 I I li 3 5/8 MTL. STUD @ 24 ° O O d O I I z [J O.C. W/ R-11 INSULATION ° = w Q� b. w w = w 101 W. BROADWAY ST. I 3/8" AIR GAP -° z° -d Ji z ; ^a<, z MONTICELLO, MN 55362 INTERIOR C1 C1.1 C1.2 C1.3 EXTERIOR E C2.1 C2.2 C2.3 C3 ETD:12T - 8" I, i • 11 ETD: 127' - 8' i • �� PRECAST CONCRETE WALL PRECAST CONCRETE BELOW GRADE PRECAST CONCRETE INTERIOR 7 ,� _ x ♦ _ x 3 HR CONSTRUCTION 3 HR CONSTRUCTION 3 HR CONSTRUCTION OWNER: ~ ETD: 13 In ETD:13T - 11" UL DESIGN NO. U920 UL DESIGN NO. U920 UL DESIGN NO. U920 BUCHHOLZ 8 WALL TYPES CONSTRUCTION ---4A002 1 1/2" = 1'-0" ATTN: JOSH THIESCHAFER I I 1 WIDTH FACTOR PHONE: (320) 980-5600 „ I WIDTH REQ'D I I EXIT OCCUPANCY 1.2" 2 EMAIL: BUCHPROPMN@GMAIL.COM OPENING RATING �I 111 156 EGRESS PLAN NOTE OCCUPANCY F I � I � WIDTH PROVIDED ��33" 60 I 1 I 1 C 17.4 0.2 l i l 10.8 0.2 l i l CPT: 75'-0" COMMON PATH OF ■ ASSEMBLY (15 OCC/SF) C 87 I 54 - I (MAX ALLOWED) TRAVEL DISTANCE 33 0 i 10.8 0.2 33 0 i � - - ETD: 250'_0'_ - - ♦ EGRESS TRAVEL DISTANCE ■BUSINESS (50 OCC/SF) I x x 54 I `x x (MAX ALLOWED) + 33 0 ETD: 1126-4"]\ RESIDENTIAL (200 OCC/SF) i 30 MIN. FIRE PARTITION ❑ --fir 000000000 1 HR FIRE PARTITION I ° ETD: 70' - 0" T I ° ■ ■ ■ ■ 1 HR FIRE BARRIER i 1 ❑ MECH./STOR. (300 OCC/SF) 1■■■■1 HR FIRE WALL � 1 I I _ 0 0 0 0 0 0 0 0 0 0 2 HR FIRE PARTITIONElPARKING (300 OCC/SF) ------------------ - -- - -i `---- - - - -�♦ .. . ■ . ■ 2 HR FIRE BARRIER # ■ ■ ■ ■ ■ ■ 2 HR FIRE WALL El COMMON (N/A) I -� II 7 CODE LEGEND Aoo2 1/211- 11-011 ETD:148' - 0" 6 5TH FLOOR CODE 5 4TH FLOOR CODE Aoo2 1/32" = 1'-0" 16,879 S.F. (174 OCC.)Aoo2 1/32" = 1'-0" 27,063 S.F. (162 OCC.) ETD: 71'- 7" D D I IJ IJ I LOWER/2ND u 10.2 0.2 10.4 0.2 19.6 98 0.2 7.2 0.2 51 i 52 1 33 0 36 I 33 0 1 33 0 1 33 0 I I I ETD: 130'- 7" JI J JI 111 III I I I I ETD:44' - 5" i ETD: 127' - 8" � �� i 40 ETD: 127' - 8" � i 40 I I I 1 ETD: 137' - 11" ETD: 137'- 11" CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE l l i l REVISION SCHEDULE III i COPYRIGHT: DJi i a All plans, specifications, computer files, field data, notes and other documents and E J instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service I I shall remain the property of RHET RISKINESS ARCHITECT. RHET FISKNESS I I ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. I I PROJECT NO: 19-100602 10.2 0.2 I I 10.2 0.2 I 7.4 0.2 NDRAWN BY: DN 51 I 51 I LOWER/2ND 37 �I 10.2 0.2 33 0 i I 10.4 0.2 33 0 I I 19.6 0.2 19.6 0. 7.2 0.2 33 o CHECKED BY: RF E 51 ' X X L 98 x x 36 X DRAWING TITLE: c m1 33 0 ETD:126' - 4" i 33 0 ETD:126' - 4" ■ i 33 0 ETD: 11 - 0" 33 0 33 0 CODE PLAN, WALL TYPES a) r I u x p U------------------1--------moi ��� i ---- - - - - -- -1---1--------moi 1 - - - - - - - -- ° II t --------------- - - - - - ♦ J I J i I E I I I D��, I I 1 -0 - U U N N ETD: 148'- 0" ETD: 148'- 0" ETD: 129' - 0" � o o 4 3RD FLOOR CODE 3 2ND FLOOR CODE 2 1ST FLOOR CODE 1 LOWER FLOOR CODE C0 �Aoo2 1/32" = 1'-0" 29,442 S.F. (153 OCC.) Aoo2 1/32" = 1'-0" 29,766 S.F. (155 OCC.) Aoo2 1/32" = 1'-0" 29,410 S.F. (1,063 OCC.) Aoo2 1/32" = 1'-0" 29,410 S.F. (139 OCC.) J � O O U_ d 1 2 3 4 5 6 0 C U FBI F i� 1 . O i77 ! M i� j N N ,o N 1 � N i o 'CL TRASH FNrI nSIIRF - FRnNT 43 TRASH ENCLOSURE - SIDE A003 1/4" = 1'-0" 6 II NEW CURB CUT BY OTHERS 100' - 0" 2 TRASH ENCLOSURE SECTION A003 1/4" = 1'-0" 3 3 O 2 4 5 NEW DIAGONAL PARKING BY OTHERS RIVER STREET NEW PARALLEL PARKING BY OTHERS BROADWAY STREET PARKING PLAN 1/16" = 1'-0" O n 0 Parking Schedule TYPE COUNT1 MARK 8'x 20' 1 1 EXTERIOR ADA EXTERIOR 1 9'6" x 19' 44 EXTERIOR 19' 9'x 20' 61 9'x 20' 4 EXTERIOR ADA INTERIOR 109 8'x 18' 4 INTERIOR COMPACT 8'x 18' (9' Aisle) 2 INTERIOR ADA 9'x 18' Interior 78 INTERIOR OFF SITE 84 9'x 18'- 64° 25 OFF SITE - DIAGONAL 9'x 22' 13 OFF SITE - PARALLEL TOTAL PARKING: 38 232 CET 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 3'- 6" A.F.F OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 WALL FOR I EMAIL: BUCHPROPMN@GMAIL.COM ND Al CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and 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 PLAZA the copyright thereto. ND Al PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: PARKING PLAN / SCHEDULE, TRASH ENCLOSURE A003 L C E F a� a� N C6 C .� (6 .� N m N X 0 C x FBI Q �A FA I _ f)" 3 F, N 2 3RD FLOOR - OVERALL A101 1/16" = 1'-0" 3 V V V 2 4� PAI _ n-1 no 4 N 1 2ND FLOOR - OVERALL A101 1/16" = 1'-0" 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: "- 4e.� Date: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: BH, DN CHECKED BY: RF DRAWING TITLE: OVERALL 2ND FLOOR, 3RD FLOOR A1 01 F a� a� N C6 C .� (6 .� N m N X 0 C C x FBI Q G �A r IMAN 3 G U ZI 4 4� 64'- 0" no N N 2 1ST FLOOR - SLAB EDGE A110 1/16" = 1'-0" 3 4 2ND FLOOR - SLAB EDGE 1/16" = 1'-0" R 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: "- 4e.� Date: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: SLAB EDGE PLANS A 110 F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X 0 C U C a Q FBI Q 5 I j 77 C') C'4 j N N �o N N 5 � i N � o : d 2 I 3 I 4 1 5 I 6 GENERAL PLAN NOTES: FLOOR PLAN KEY NOTES FLOOR PLAN KEY NOTES 1. ALL INTERIOR WALLS ABOVE PRECAST PODIUM ARE 3-1/2" WOOD STUD WALL TYPE'3' 2. UNLESS OTHERWISE NOTED. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF EXTERIOR SHEATHING.1O ROOF BELOW 15 42" TALL METAL RAILING 3. SINKS/APPLIANCES TO MEET PROPER CLEARANCES AS PER A001 DETAILS O SHEET DRAIN ROOF BELOW 16 CONTROL JOINT (C.J.) 4. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS3O SOFFIT ABOVE 17 SECONDARY OVERFLOW ROOF DRAIN/SCUPPER 5. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM THE SIDEWALL FACE OF G.W.B. ®WALL BELOW 18 PRECAST COLUMN (TYP.), SEE STRUCT. AND/OR ADJACENT CABINET 6. 20 MINUTE CORRIDOR DOORS AND 60 MINUTE DOORS AT STAIR TOWER SHALL HAVE O FIRE EXTINGUISHER CABINET, SEE 1 VA001 19 MECHANICAL LOUVER, G.C. TO COORDINATE SIZE SELF CLOSER, SELF LATCHING, AND SMOKE GASKET © ROOF DRAIN AND LOCATION 7. GWB CONTROL JOINT @ HINGE SIDE OF EACH ENTRY WALL OR 30' MAX 20 SUSPENDED BALCONY, SEE ELEVATIONS 8. CORNER GUARDS AT ALL OUTSIDE CORNERS OF GWB WALLS IN CORRIDORS AND COMMON SPACES 7O MOP SINK �1 SUMP PIT, G.C. TO COORDINATE LOCATION 9. @ PARTY WALLS, RC -1 CHANNEL TO BE ON SIDE WITHOUT UPPER CABINET (ie. ® TWO-WAY COMMUNICATION AS PER MN BLDG. 22 ROD +SHELF @ 5'-0" A.F.F. KITCHEN) CODE 1009.8 EX. 1 10. KITCHEN PLUMBING WASTE TO DRAIN THROUGH ADJACENT UNIT FURRING WALL O WALL ABOVE 23 FUTURE WALL 11. WHEN APPLICABLE. IN UNITS, PROVIDE SOUND BATT INSULATION AT BATHROOM, BEDROOM, AND PARTY 10 MAIL BOXES, SEE 17/A001 24 SOFFIT ABOVE WALLS 11 FLOOR DRAIN 25 TRENCH DRAIN, G.C. TO COORDINANTE 12. ALL DOORS TO MEET MIN. FLOOR CLEARANCE, SEE A001 "1S" "2S"- 13. -SHELF @ 48" A.F.F. I 2 SHELVES @ 36" & 72" A.F.F. 12 STOOP, SEE STRUCT. 26 MARQUEE SIGN 14. REFERENCE A401 FOR STOREFRONT MULLION HEIGHTS & DETAILS 13 WATER RISER, SEE CIVIL 27 DELUGE SPRINKLER HEAD @ 8' A.F.F. TO WASH 15. ALL STEEL ANGLE FOR BEARING TO HAVE 3 HOUR FIRE PROTECTION. SEE DETAIL WINDOW 14 6" BOLLARD @ 36" ABOVE GRADE 7 G 3 2 (A40)1 4 2ND FLOOR - A 1/8" = 1'-01 9 R 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM M CD CONSTRUCTION DOCUMENTS 06/24/2022 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: BH, DN, MA CHECKED BY: RF F.11 L C DRAWING TITLE: 2ND FLOOR - AREA W A202A F a� a� N C6 C .� (6 .� N m N X 0 C U FBI Q 6 3 2 5 n. GENERAL PLAN NOTES: FLOOR PLAN KEY NOTES FLOOR PLAN KEY NOTES 1. ALL INTERIOR WALLS ABOVE PRECAST PODIUM ARE 3-1/2" WOOD STUD WALL TYPE'3' 2. UNLESS OTHERWISE NOTED. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF EXTERIOR SHEATHING.1O ROOF BELOW 15 42" TALL METAL RAILING 3. SINKS/APPLIANCES TO MEET PROPER CLEARANCES AS PER A001 DETAILS O SHEET DRAIN ROOF BELOW 16 CONTROL JOINT (C.J.) 4. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS3O SOFFIT ABOVE 17 SECONDARY OVERFLOW ROOF DRAIN/SCUPPER 5. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM THE SIDEWALL FACE OF G.W.B. ®WALL BELOW 18 PRECAST COLUMN (TYP.), SEE STRUCT. AND/OR ADJACENT CABINET 6. 20 MINUTE CORRIDOR DOORS AND 60 MINUTE DOORS AT STAIR TOWER SHALL HAVE O FIRE EXTINGUISHER CABINET, SEE 1 VA001 19 MECHANICAL LOUVER, G.C. TO COORDINATE SIZE SELF CLOSER, SELF LATCHING, AND SMOKE GASKET © ROOF DRAIN AND LOCATION 7. GWB CONTROL JOINT @ HINGE SIDE OF EACH ENTRY WALL OR 30' MAX 20 SUSPENDED BALCONY, SEE ELEVATIONS 8. CORNER GUARDS AT ALL OUTSIDE CORNERS OF GWB WALLS IN CORRIDORS AND COMMON SPACES 7O MOP SINK �1 SUMP PIT, G.C. TO COORDINATE LOCATION 9. @ PARTY WALLS, RC -1 CHANNEL TO BE ON SIDE WITHOUT UPPER CABINET (ie. ® TWO-WAY COMMUNICATION AS PER MN BLDG. 22 ROD +SHELF @ 5'-0" A.F.F. KITCHEN) CODE 1009.8 EX. 1 10. KITCHEN PLUMBING WASTE TO DRAIN THROUGH ADJACENT UNIT FURRING WALL O WALL ABOVE 23 FUTURE WALL 11. WHEN APPLICABLE. IN UNITS, PROVIDE SOUND BATT INSULATION AT BATHROOM, BEDROOM, AND PARTY 10 MAIL BOXES, SEE 17/A001 24 SOFFIT ABOVE WALLS 11 FLOOR DRAIN 25 TRENCH DRAIN, G.C. TO COORDINANTE 12. ALL DOORS TO MEET MIN. FLOOR CLEARANCE, SEE A001 "1S" "2S"- 13. -SHELF @ 48" A.F.F. I 2 SHELVES @ 36" & 72" A.F.F. 12 STOOP, SEE STRUCT. 26 MARQUEE SIGN 14. REFERENCE A401 FOR STOREFRONT MULLION HEIGHTS & DETAILS 13 WATER RISER, SEE CIVIL 27 DELUGE SPRINKLER HEAD @ 8' A.F.F. TO WASH 15. ALL STEEL ANGLE FOR BEARING TO HAVE 3 HOUR FIRE PROTECTION. SEE DETAIL WINDOW 14 6" BOLLARD @ 36" ABOVE GRADE 7 FA 3 2 �A401 4 k" 3RD FLOOR - A 1/8" = 1'-01 9 R 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: "_ 4e.� Date: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM M CD CONSTRUCTION DOCUMENTS 06/24/2022 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: BH, DN, MA CHECKED BY: RF F.11 L C DRAWING TITLE: 3RD FLOOR - AREA W A203A F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X Q) CD N m 2 C O m N cnD 70 N X_ O N U O C N U O C O V) L 0) V) D U 0 U O J _N LL F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X 0 : C u FBI PRE -FIN. METAL SUN SHADE t. i77 :M i� CD j N N N N 1 � N i Zo i o E PRE -FIN. METAL PARAPET FLASHING CAP PRE -FIN. METAL WRAPPED 2X8 CORNICE PRE -FIN. METAL PARAPET FLASHING CAP PRE -FIN. METAL WRAPPED 2X8 CORNICE BRICK SOLDIER COURSING TO WRAP CORNER BRICK HEADER CORBELLING BRICK SOLDIER COURSING ARCHITECTURAL UP/DOWN LIGHTS PRE -FIN. METAL PARAPET FLASHING CAP BRICK DOUBLE SOLDIER COURSING CHANNEL LETTER SIGNAGE OR SIMILAR STYLE TO MEET MONTICELLO SIGNAGE CODE MECHANICAL LOUVER PIT -I [:—=741 U Ll LSI 1 2'- 6" EFIS CORNICE CIE= orni If-ri rn A i A507 1 A503 3 IIII IIffII II II IIII III III —IIII IIIA— FE] IIIIE4IIIII—IIII VIII I h C� 5 TYPICAL MATERIALS BRK-1 BRICK JBASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: SEA GRAY 12 BRK-2 BRICK OBASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: GARNET MTL-H HORIZONTAL METAL WALL PANEL 3 BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GRAY MTL-V VERTICAL METAL WALL PANEL 4 � BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GRAY EFIS OBASIS FOR DESIGN: DRYVIT COLOR: SLATE GRAY EFIS <6 BASIS FOR DESIGN: DRYVIT COLOR: BEIGE me GENERAL ELEVATION NOTES: 1. MECHANICAL LOUVERS AND EXHAUST VENTS PAINT TO MATCH COLOR OF ADJACENT SIDING 2. SEE CIVIL FOR GRADING 3. SEE STRUCTURAL FOR FOOTING DEPTH, SIZE, & LOCATION 4. SEE FLOOR PLANS FOR WINDOW TAGS 5. VTAC VENTS TO MATCH COLOR OF EXTERIOR WALL - ARCHITECT TO APPROVE SUUIFH ELEVATIUN 3/32" = V-0" 1 A501 LED LIGHTING AT PARAPET CAP PRE -FIN. METAL PARAPET FLASHING CAP MARQUEE SIGN BY OWNER PRE -FIN. METAL CANOPY "'""' BETWEEN STOREFRONT 2 I 3 I 4 I 5 I 6 CE FURAL AL CANOPY -FIN. METAL WRAP WEEN WINDOWS 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE ,K$IWA:3lei :IIF All plans, specifications, computer files, field data, notes and other documents and 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: BH CHECKED BY: RF DRAWING TITLE: ELEVATIONS A401 n L n E 0 C C U PRE -FIN. METAL WRAP BETWEEN WINDOWS D I TRASH ENCLOSURE - SEE A003 PRECAST CONCRETE BRIDGE Q jN t. % 77 I M j N N O N 1 � N i O i o 'CL E LED LIGHTING AT PARAPET Cnn BALCONY TO USE MIDSPAN KNIFE PLATES MOUNTED @ 6'- 8" AT UNIT 401 ONLY PRE -FIN. METAL BALCONIES PATIO WALLS - SEE STRUCTURAL STAIRS - SEE CIVIL 3 4 5 TYPICAL MATERIALS BRK-1 BRICK JBASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: SEA GRAY 12 BRK-2 BRICK OBASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: GARNET MTL-H HORIZONTAL METAL WALL PANEL 3> BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GRAY MTL-V VERTICAL METAL WALL PANEL 4 � BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GRAY EFIS OBASIS FOR DESIGN: DRYVIT COLOR: SLATE GRAY <EFIS 6 BASIS FOR DESIGN: DRYVIT COLOR: BEIGE me GENERAL ELEVATION NOTES: 1. MECHANICAL LOUVERS AND EXHAUST VENTS PAINT TO MATCH COLOR OF ADJACENT SIDING 2. SEE CIVIL FOR GRADING 3. SEE STRUCTURAL FOR FOOTING DEPTH, SIZE, & LOCATION 4. SEE FLOOR PLANS FOR WINDOW TAGS 5. VTAC VENTS TO MATCH COLOR OF EXTERIOR WALL - ARCHITECT TO APPROVE PRE -FIN. METAL DRIP EDGE 1 1 A503 A507 \"= J/ JG — I —V ICAL LOUVER PIT F 3 4 lvIL l I -M I V- L VLI\ I I I k" 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE ,K$IWd:3Eel II All plans, specifications, computer files, field data, notes and other documents and 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: BH CHECKED BY: RF DRAWING TITLE: ELEVATIONS A402 n L C E F a� a� N C6 C .� (6 .� N m N X C IJ FBI 3 4 2 1 A506 A501 1 1 A507 A503 8 A602 — — — — — — — — — — — — — 2 A503 I, 3 2 OVERALL BUILDING SECTION E -W A501 1/8" - 1'-0" 1 A502 2 A504 1 A505 2 A505 4 OVERALL BUILDING SECTION N -S 1/8" = 1'-0" i J J 0 5TH FLOOR 148'- 5 5/8" 4TH FLOOR 137'- 3 3/4" 3RD FLOOR 126'- 1 7/8" 2ND FLOOR 115'-0" B.O. BEAM 112'-2" 1 ST FLOOR 1001-01, B.O. BEAM 97'- 10" LOWER FLOOR 89'- 8" T.O. FOOTING SEE STRUCT. UPPER PARAPET 165'- 7 1/2" TYPICAL PARAPET 161'- 3 1/2" T.O. ROOF 1 rQ' - 7 1 /7" 5TH FLOOR 148'- 5 5/8" 4TH FLOOR 137'- 3 3/4" N N 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. A fSignature: 0 166� Date: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ zo CONSTRUCTION ATTN: JOSH THIESCHAFER 3RD FLOOR 126'- 1 7/8" LO 2ND FLOOR 115'-0" B.O. BEAM 2" N N 1 ST FLOOR 100' - 0" B.O. BEAM 97'- 10" N LOWER FLOOR 89' - 8" T.O. FOOTING SEE STRUCT. PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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 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: DH, BH, MA CHECKED BY: RF DRAWING TITLE: OVERALL BUILDING SECTIONS A501 D : C U FBI jo LP co co j N N O N N 5 � i N � o : d 1 I 2 WEST STAIR SECTION " = 1' 1/4 -0" II 5TH FLOOR 148'- 5 5/8" 5TH FLOOR BRG. 146'- 4 7/8" _ 4TH FLOOR ` 137'- 3 3/4" M 4TH FLOOR BRG. (0 135'- 3,. C° 124'- 1 1/8" U 0 0 LANDING 4 132'- 9 1/2" M M Cfl i!7 � O r 00 LO 00 M 0o LO 00 co 0 60 00 M '? zo ` 115'- 0" B.O. H.C. PLANK 113'- 10" 00 M B.O. BEAM (D112' - 2" co r LANDING 2 108'- 7 1/8" 00 M CO LO IVV -V Y Level 0 iv 99' - 2" Co V N r LANDING 1 N 93'- 5 5/8" 00 L� C� M� ~ LOWER FLOOR 89' - 8" T.O. FOOTING SEE STRUCT. 3 1 A502 3 TYPICAL STAIR CROSS SECTION 1/4" = 1'-0" 1 A601 4 5 3 A502 NORTH STAIR SECTION 1/4" = 1'-0" TYPICAL PARAPET 161'- 3 1/2" T.O. ROOF AL 159'- 7 1/2" B.O. ROOF 157' - 6 3/4" PATIO WALLS 151'- 11 5/8" 5TH FLOOR 148'- 5 5/8" 5TH FLOOR BRG. 146'- 4 7/8" LANDING 5 142'- 11 1/2" 4TH FLOOR 137'- 3 3/4" 4TH FLOOR BRG. 135' - 3" LANDING 4 131' - 9 1/2" 3RD FLOOR 126'- 1 7/8" 3RD FLOOR BRG. 124'- 1 1/ LANDING 3 120'- 7 3/8" 2ND FLOOR 115'- 0" B.O. H.C. PLANK 1133'- 10" B.O. BEAM 112'-2" LANDING 2 OgL 108'- 0 3/8" 1 ST FLOOR 1001-01, Level 0 99'-2" B.O. BEAM 97'- 10" LANDING 1 93'- 5 5/8" LOWER FLOOR 89' - 8" T.O. FOOTING SEE STRUCT. 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: DH, BH, MA CHECKED BY: RF DRAWING TITLE: BUILDING STAIR SECTIONS A502 3RD FLOOR _ ` 126'- 1 7/8" c i 3RD FLOOR BRG. C° 124'- 1 1/8" U 0 LANDING 3 Adk ` 115'- 0" B.O. H.C. PLANK 113'- 10" 00 M B.O. BEAM (D112' - 2" co r LANDING 2 108'- 7 1/8" 00 M CO LO IVV -V Y Level 0 iv 99' - 2" Co V N r LANDING 1 N 93'- 5 5/8" 00 L� C� M� ~ LOWER FLOOR 89' - 8" T.O. FOOTING SEE STRUCT. 3 1 A502 3 TYPICAL STAIR CROSS SECTION 1/4" = 1'-0" 1 A601 4 5 3 A502 NORTH STAIR SECTION 1/4" = 1'-0" TYPICAL PARAPET 161'- 3 1/2" T.O. ROOF AL 159'- 7 1/2" B.O. ROOF 157' - 6 3/4" PATIO WALLS 151'- 11 5/8" 5TH FLOOR 148'- 5 5/8" 5TH FLOOR BRG. 146'- 4 7/8" LANDING 5 142'- 11 1/2" 4TH FLOOR 137'- 3 3/4" 4TH FLOOR BRG. 135' - 3" LANDING 4 131' - 9 1/2" 3RD FLOOR 126'- 1 7/8" 3RD FLOOR BRG. 124'- 1 1/ LANDING 3 120'- 7 3/8" 2ND FLOOR 115'- 0" B.O. H.C. PLANK 1133'- 10" B.O. BEAM 112'-2" LANDING 2 OgL 108'- 0 3/8" 1 ST FLOOR 1001-01, Level 0 99'-2" B.O. BEAM 97'- 10" LANDING 1 93'- 5 5/8" LOWER FLOOR 89' - 8" T.O. FOOTING SEE STRUCT. 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: DH, BH, MA CHECKED BY: RF DRAWING TITLE: BUILDING STAIR SECTIONS A502 0 C C x I Q �o = N > 77 M j N N O N N 5 � i N � o : d ELEVATOR LOBBY L II ELEVATOR LOBBY ELEVATOR LOBBY ELEVATOR LOBBY 3 1 4 1 5 1 6 UPPER PARAPET 165'- 7 112 /2" STUDIO FW PATIO WALLS 151'- 11 5/8" STUDIO FW 5TH FLOOR 148'- 5 5/8" 5TH FLOOR BRG. 146'- 4 7/8" 4TH FLOOR 137'- 3 3/4" 4TH FLOOR BRG. 135'- 3" STUDIO FW 3RD FLOOR 126'- 1 7/8" 3RD FLOOR BRG. 124'- 1 1/8" STUDIO FW Q 4 a I BASIS FOR DESIGN: TYSSEN KRUPP 2500# ELEVATOR LOBBY ELEV. L ROOFTOP PATIO & ELEVATOR SECTION N -S 1/4" = 1'-0" 7'-0"r CLEAR COMMERCIAL SPACE PARKING 2ND FLOOR 115'-0" B.O. H.C. PLANK 113'- 10" B.O. BEAM 112'- 2" 1 ST FLOOR 1 Level 0 99'- 2" B.O. BEAM 97'- 10" LOWER FLOOR 89'- 8" ELEVATOR PIT T.O.S. 84'- 8" CENTER STAIR AND ELEVATOR SECTION 1/411 = 1 r -Orr 1 1 2 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: 06/06/2022 REG. NO.: 50755 UPPER PARAPET 165'- 7 1/2 /2" 0 Zo TYPICAL PARAPET 161'- 3 1/2" T.O. ROOF 159'- 71/2" PROJECT NAME: B.O. ROOF 09L MONTICELLO 157'- 6 3/4" BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 PATIO WALLS 151'- 11 5/8" OWNER: BUCHHOLZ 5TH FLOOR CONSTRUCTION 148'- 5 5/8 fo ATTN: JOSH THIESCHAFER 5TH FLOOR BRG. i• 146'- 4 7/8" o Ua PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM 0 LANDING 5 142'- 11 1/2" L 0 4TH FLOO 137' - -33T 4TH FLOORBRG. 135-3" o LO 0 LANDING 4 131'- 9 1/2" L 0 3RD FLOOR 126'- 1 7/8" co 3RD FLOOR BRG. i• 124'- 1 1/8" co L 0 LANDING 3 120'- 7 3/8" zo co LO 9 0 2ND FLOOR 115' - 0" B.O. H.C. PLANK 113'- 10" 00 z B.O. BEAM t` 112' - 2" 0 m LANDING 2 OIL 108' - 0 3/8" L C 0 TYPICAL PARAPET A / T.0 1.ROOF 159'- 7 1/2" (0 B.O. ROOF CD 157'- 6 3/4" STUDIO FW PATIO WALLS 151'- 11 5/8" STUDIO FW 5TH FLOOR 148'- 5 5/8" 5TH FLOOR BRG. 146'- 4 7/8" 4TH FLOOR 137'- 3 3/4" 4TH FLOOR BRG. 135'- 3" STUDIO FW 3RD FLOOR 126'- 1 7/8" 3RD FLOOR BRG. 124'- 1 1/8" STUDIO FW Q 4 a I BASIS FOR DESIGN: TYSSEN KRUPP 2500# ELEVATOR LOBBY ELEV. L ROOFTOP PATIO & ELEVATOR SECTION N -S 1/4" = 1'-0" 7'-0"r CLEAR COMMERCIAL SPACE PARKING 2ND FLOOR 115'-0" B.O. H.C. PLANK 113'- 10" B.O. BEAM 112'- 2" 1 ST FLOOR 1 Level 0 99'- 2" B.O. BEAM 97'- 10" LOWER FLOOR 89'- 8" ELEVATOR PIT T.O.S. 84'- 8" CENTER STAIR AND ELEVATOR SECTION 1/411 = 1 r -Orr 1 1 2 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: 06/06/2022 REG. NO.: 50755 UPPER PARAPET 165'- 7 1/2 /2" 0 Zo TYPICAL PARAPET 161'- 3 1/2" T.O. ROOF 159'- 71/2" PROJECT NAME: B.O. ROOF 09L MONTICELLO 157'- 6 3/4" BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 PATIO WALLS 151'- 11 5/8" OWNER: BUCHHOLZ 5TH FLOOR CONSTRUCTION 148'- 5 5/8 fo ATTN: JOSH THIESCHAFER 5TH FLOOR BRG. i• 146'- 4 7/8" o Ua PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM 0 LANDING 5 142'- 11 1/2" L 0 4TH FLOO 137' - -33T 4TH FLOORBRG. 135-3" o LO 0 LANDING 4 131'- 9 1/2" L 0 3RD FLOOR 126'- 1 7/8" co 3RD FLOOR BRG. i• 124'- 1 1/8" co L 0 LANDING 3 120'- 7 3/8" zo co LO 9 0 2ND FLOOR 115' - 0" B.O. H.C. PLANK 113'- 10" 00 z B.O. BEAM t` 112' - 2" 0 m LANDING 2 OIL 108' - 0 3/8" L C 0 M (0 CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE co REVISION SCHEDULE 1ST FLOOR COPYRIGHT: 1001-01, 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 - B.O. BEAM ARCHITECT shall retain all common law, statutory and other reserved rights, including 0 97' - 10" the copyright thereto. M o PROJECT NO: 19-100602 T Z DRAWN BY: DH, BH, MA CHECKED BY: RF LANDING 1 DRAWING TITLE: + 93' - 5 5/8" c BUILDING STAIR/ °' ELEVATOR SECTIONS M LOWER FLOOR ti 89' - 8" T.O. FOOTING SEE S1 RUC I I. A503 F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X F a� a� N C6 C .� (6 .� N m N X 1 I 2 RHET ARCHITECTURE ALUMINUM RAILING ALUMINUM RAILING ALUMINUM RAILING PRE -FIN. MTL. FLASHING PRE -FIN. MTL. FLASHING 5TH FLOOR RHET ARCHITECTURE CONCRETE RAISED PEDESTAL PRE -FIN. MTL. FLASHING WRAP WALL UP AND OVER 27 11th ST. N. FARGO, ND 58102 CLAD W/ EIFSSYSTEM = WRAP WALL UP AND OVER - WRAP WALL UP AND OVER _ PARAPET W/ FULLY ADHERED 701.715.8232 04 C14 A CONCRETE RAISED PEDESTAL ruLLY /ADHERED EPDM ROOF PARAPET W/ FULLY ADHERED PARAPET W/ FULLY ADHERED CONCRETE RAISED PEDESTAL EPDM MEMBRANE WWW.RHET-ARCH.COM MEMBRANE EPDM MEMBRANE SYSTEM EPDM MEMBRANE SYSTEM _ CLAD W/ EIFS FULLY ADHERED EPDM ROOF FIBER BOARD AS REQUIRED ClCLAD W/ EIFS M CLAD W/ EIFS FULLY ADHERED EPDM ROOF M /` 2x6 WD STUDS @ 16" O.C. MEMBRANE SHEATHING, SEE STRUCT. >< MEMBRANE W/ R21 MIN. BATT. INSUL. FIBER BOARD AS REQUIRED FIBER BOARD AS REQUIRED I hereby certify that this plan, specification, or EIFS SIDING REVEAL SHEATHING, SEE STRUCT. CONCRETE RAISED PEDESTAL SYSTEM SHEATHING, SEE STRUCT. report was prepared by me or under my direct -SEE ELEVATIONS ---- - - - - -- - - - -- - - - ---- ------------ ------___- - ----- supervision and that Iamadu Registered , a EIFS SIDING ° ° ° ° ° ° FULLY ADHERED EPDM ROOF d ° ° ° Architect under the laws of the/ State Iofe -SEE ELEVATIONSMEMBRANE Minnesota. TAPERED RIGID INSULATION TAPERED RIGID INSULATION R35 MIN. RIGID INSUL. TAPERED RIGID INSULATION ARCHITECTURAL METAL PANEL (VERT.) SEE 4/A610 FOR NOTES; WEATHER BARRIER Signature: .� FILL VOID W/ BLOWN INSUL. FILL VOID W/ BLOWN INSUL. ..: .._ .. ., - - � -: _, � .__ FILL VOID W/ BLOWN INSUL. SHEATHIN GEE STRUCT ' s Date: 06/06/2022 REG. NO.: 50755 CANTILEVERED WD. TRUSS .• .-.., :-�.:..::. CANTILEVERED WD. TRUSS, R-21 MIN. TRUS - -.,. SPRAY FOAM INSUL ' -SEE STRUCT. SEEST STRUCT. - CANTILEVERED S SEE STRUCT WEATHER BARRIER WEATHER BARRIER WEATHER BARRIER WOOD ROOF TRUSS SEE STRUCT - 6 O C W/ R21 MIN 2X6 WD STUDS 1 7/16 OSB SHEATHING . . .=,.:.,.:, ...:: :,-.<..::..:,_ 7/16' OSB SHEATHING BATTINSUL7/16 OSB SHEATHING FIELD FRAMING FIELD FRAMING FIELD FRAMING EFIS ---- EFIS [ ADD EXTERIOR RATED G.W.B. @ BALCONIES EFIS 31 EXT. WALL EIFS SIDING W/ REVEAL 30 EXT. WALL ROOFTOP PATIO 29 PARAPET @ ROOFTOP PATIO - B 28 PARAPET W/ RAILING 27 PARAPET @ ROOFTOP PATIO - A B Aso 3/4" = 1'-0" Aso 3/4" = 1'-0"As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" ARCH. MTL. PANEL WEATHER BARRIER OVER CAP FLASHING PROJECT NAME: EIFS SIDING PRE -FIN ALUM BANISTER J CHANNEL FOR ARCH. MTL. PANEL MONTICELLO -SEE ELEVATIONS - PRE -FIN MTL PARAPET CLEAT PRE -FIN MTL PARAPET CLEAT — PRE -FIN MTL PARAPET CLEAT WEATHER BARRIER (2) 3/4" PLYWOOD PARAPET CAP (2) 3/4" PLYWOOD PARAPET CAPWRAP EPDM MEMBRANE UP AND PRE -FIN MTL PARAPET FLASHING CAP FLASHING (2) 3/4" PLYWOOD PARAPET CAP BLOCK 52 7/16" O.S.B. SHEATHING - 2x WD MASONRY CAP 2x WD MASONRY CAP OVER PARAPET FRAMING (2) 3/4" PLYWOOD PARAPET CAP 2x6 WD STUDS @ 16" O.C. W/ R21 ,® 2x8 OVER 2x6 WD FRIEZE BOARD 4111 (2) 3/4" PLYWOOD PARAPET CAP04 2x WD MASONRY CAP 101 W. BROADWAY ST. MIN. BATT. INSUL 1/2' PLY W/ 2x8 FRIEZE BOARD 2x8 OVER 2x6 WD FRIEZE BOARD ® 3° 5/8" G.W.B. 1�� WRAPPED W/ PRE -FIN MTL 3' WRAPPED W/ PRE -FIN MTL 2x8 OVER 2x6 WD FRIEZE BOARD ONLY @ 2" RECESS ON SIDES ONLY @ 2" RECESS ON SIDES WRAPPED W/ PRE -FIN MTL ® CLAD W/ EFIS WRAPPED W/ PRE -FIN MTL MONTICELLO, MN 55362 ® - SEE ELEVATIONS ® - SEE ELEVATIONS 2x6 WD PARAPET FRAMING EJ TERMINATION BAR N N It WRAP EPDM MEMBRANEEJ MASONRY ®� MASONRY AIR GAP FULLY ADHERED EPDM ROOF -SEE ELEVATIONS -SEE ELEVATIONS FULLY ADHERED EPDM ROOF ® 2x6 WD PARAPET FRAMING W/ ® OWNER: MEMBRANE AIR GAP AIR GAP MEMBRANE BATT INSUL. ♦� AIR GAP ALUMINUM STOREFRONT ----- -------------------- ----- ®- --- 1'�RIGIDINSUL. ---- -� ---1"RIGID INSUL. - - - ------- - - - - -- --- - - - - -- �---- - - - - -- - - -- --- - - - - -- BUCHHOLZ FIBER BOARD AS REQUIRED FIBER BOARD AS REQUIRED R35 MIN. RIGID INSUL. R35 MIN. RIGID INSUL. WEATHER BARRIER WEATHER BARRIERFFFFTF EIFS SIDING REVEAL ® ® MASONRY -SEE ELEVATIONS CONSTRUCTION 7/16" O.S.B. SHEATHING 7/16" O.S.B. SHEATHING 3 s; R35 MIN. RIGID INSUL ®— AS-SEEELEVATIONSRY ING) -SEE ELEVATIONS R21 MIN. SPRAY FOAM INSUL. 1/2' O.S.B. DECKING ® R21 MIN. SPRAY FOAM INSUL. I>>; SLOPED WD ROOF TRUSS ® STEEL ANGLE LINTEL 24" WD FLOOR TRUSS ATTN: JOSH TH I ESCHAFER R21 MIN. SPRAY FOAM INSUL. -SEE STRUCT ®— MASONRY CORBELLING �� -SEE STRUCT -SEE STRUCT ® WOOD FLOOR TRUSS _ -- WOOD FLOOR TRUSS R21 MIN. SPRAY FOAM INSUL ® OFFSET 1/2" PER ROW ® EIFS SIDING -SEE STRUCT MASONRY CORBELLING -SEE STRUCT ® R21 MIN. SPRAY FOAM INSUL. ® OFFSET 1/2" PER ROW -SEE ELEVATIONS PHONE: (320) 980-5600 MASONRY CORBELLING (1/2" TYP) � ® MASONRY CORBELLING (1/2" TYP) VERTICAL PRE -FIN MTL SIDING ® -SEE ELEVATIONS �, ® -SEE ELEVATIONS -SEE ELEVATIONS E::] 1,'CONTINUOUS RIGID INSUL. WEATHER BARRIER EMAIL: BUCHPROPMN@GMAIL.COM MASONRY SOLDIER COURSE 2X6 WD STUDS @ 16" O.C. W/ R21 WEATHER BARRIER WEATHER BARRIER 7/16" OSB SHEATHING ® MIN. BATT. INSUL. SEE 3/A610 FOR NOTES -SEE ELEVATIONS7/16" O.S.B. SHEATHING METAL ANGLE, SEE STRUCT. 2x6 WD STUDS @ 16" O.C. MASONRY SOLDIER COURSE 2X6 WD STUDS @ 16" O.C. W/ R21 2x6 WD STUDS 16" O.C. W/ R21 ARCHITECTURAL METAL PANEL W/ R21 MIN. BATT. INSUL. ® MIN. BATT. INSUL. -SEE ELEVATIONS MIN. BATT. INSUL. BETWEEN WINDOWS, F/7-71 C METAL ANGLE, SEE STRUCT. ® = -SEE ELEVATIONS F-71 24 PARAPET @ EAST WING 3 STORY 23 MASONRY PARAPET @ 4TH FLOOR PATIO 22 EXT. WOOD FRAMING T.O. MASONRY 21 EXT. WOOD FRAMING EIFS & STOREFRONT As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" 2s MASONRY PARAPET BROADWAY EAST WING BUMPOUTS 25 MASONRY PARAPET CORBELING A610 3/4" = 1'-0" As10 3/4" = 1'-0" 4 A504 R21 MIN. SPRAY FOAM INSUL. 24" WD FLOOR TRUSS R21 MIN. SPRAY FOAM INSUL. T.O TRUSS - --- ------ - --- ---- ---- -SEE STRUCT R21 MIN. SPRAY FOAM INSUL. 24" WD FLOOR TRUSS R21 MIN. SPRAY FOAM INSUL. MASONRY 24" WD FLOOR TRUSS WALL (BEYOND) -SEE STRUCT 8" -SEE ELEVATIONS -SEE STRUCT MASONRY 24" WD FLOOR TRUSS ALUMINUM STOREFRONT -SEE ELEVATIONS -SEE STRUCT AIR GAP PRE -FIN MTL SIDING -SEE A410 EIFS W/ 1" MIN. RIGID INSULATION 1" CONTINUOUS RIGID INSUL. -SEE ELEVATIONS AIR GAP (3/8" MINIMUM) WEATHER BARRIER WEATHER BARRIER WEATHER BARRIER 1" CONTINUOUS RIGID INSUL. R21 MIN. SPRAY FOAM INSUL. 24" WD FLOOR TRUSS 7/16" OSB SHEATHING 7/16" OSB SHEATHING 7/16" OSB SHEATHING WEATHER BARRIER 2x6 WD STUDS @ 16" O.C. 7/16" OSB SHEATHING -SEE STRUCT 2x6 WD STUDS @ 16" O.C. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. WEATHER BARRIER W/ R21 MIN. BATT. INSUL. W/ R21 MIN. BATT. INSUL. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. a 7/16" OSB SHEATHING LEDGER, SEE STRUCT. D 20 EXT. WOOD FRAMING BALCONY 19 EXT. WOOD FRAMING EIFS SIDING 18 EXT. WOOD FRAMING MASONRY - B 17 EXT. WOOD FRAMING PRE -FIN MTL SIDING 16 EXT. STOREFRONT 15 EXT. WOOD FRAMING MASONRY - A D A610 3/4" = 1'-0"A610 3/4" = 1'-0"A610 3/4" = 1'-0" A610 3/4" = 1'-0" As10 3/4" = 1'-0" A610 3/4" = 1'-0" 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 2x6 WD STUDS @ 16" O.C. 2x6 WD STUDS @ 16" O.C. ® 2x6 WD STUDS @ 16" O.C. ALUMINUM STOREFRONT 2x6 WD STUDS @ 16" O.C. W/ R21 W/ R21 MIN. BATT. INSUL. W/ R21 MIN. BATT. INSUL. W/ R21 MIN. BATT. INSUL. EXTERIOR SIDING MIN. BATT. INSUL. PRE. FIN MTL. THRU -SEE ELEVATIONS -SEE ELEVATIONS WALL FLASHING PRE -FIN MTL FLASHING PRE -FIN MTL FLASHING -- PRE -CAST HOLLOW -CORE ---------- - - - - -d --- PRE -CAST HOLLOW -CORE ----- - -- PRE -CAST HOLLOW -CORE --- _ -- PRE -CAST HOLLOW -CORE - _ ------------------------- 8 ------------------- ----- 2ND FLOOR - - - - N - - - N N - - - ' N - PRE -CAST HOLLOW -CORE N' - ' CONCRETE SLAB W/ CONCRETE SLAB W/ ® CONCRETE SLAB W/ CONCRETE SLAB W/ a PRE -CAST HOLLOW -CORE — � — — — — — CONCRETE SLAB W/ CONCRETE 77 — a CONCRETE TOPPING : n = CONCRETE TOPPING a CONCRETE TOPPING CONCRETE TOPPING ° a _ CONCRETE SLAB W/ CONCRETE -SEE STRUCT a ° ; a ; • o -SEE STRUCT -SEE STRUCT o_ ° -SEE STRUCT °° o TOPPING '- TOPPING -SEE STRUCT MASONRY (SOLDIER) MASONRY (SOLDIER) ® MASONRY (SOLDIER) 7 MASONRY (SOLDIER) ;-' d °° -SEE STRUCT d -SEE ELEVATIONS - - - _ - - I - -SEE ELEVATIONS - Q ; - ` -SEE ELEVATIONS -SEE ELEVATIONS - ° �� EXTERIOR SIDING -' - ,_ MASONRY (RUNNING) MASONRY (RUNNING) =d ® MASONRY (RUNNING) MASONRY (RUNNING) a ° -SEE ELEVATIONS MASONRY -SEE ELEVATIONS °a -SEE ELEVATIONS . �° : ; -SEE ELEVATIONS -SEE ELEVATIONS ° a 1"CONTINUOUS RIGID INSUL. < ° ;q -SEE ELEVATIONS ° AIR GAP `,_ ,_ _ ° AIR GAP d a AIR GAP AIR PRE -CAST CONCRETE PANEL GAP _ AIR GAP 1" CONTINUOUS RIGID INSUL _ °= 1" CONTINUOUS RIGID INSUL. 1 CONTINUOUS RIGID INSUL. ° 1" CONTINUOUS RIGID INSUL. -SEE STRUCT a 1" CONTINUOUS RIGID INSUL. a_ PRE -CAST CONCRETE PANEL A 04 PRE -CAST CONCRETE PANEL PRE -CAST CONCRETE PANEL PRE -CAST CONCRETE PANEL ° PRE -CAST CONCRETE PANEL -SEE STRUCT -SEE STRUCT -SEE STRUCT -SEE STRUCT -SEE STRUCT 14 SOLDIER COURSING T.O. MASONRY 13 EXT. PRECAST WALL BALCONY 12 Section 12 -Callout 2 11 Section 10 - Callout 2 10 T.O. EXT. PRECAST WALL T.O. MASONRY s T.O. EXT. PRECAST WALL STOREFRONT 8 T.O. EXT. PRECAST WALL MASONRY cD CONSTRUCTION DOCUMENTS 06/2412022 As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0" As10 3/4" = 1'-0"As10 3/4" = 1'-0" MARK DESCRIPTION DATE 1" CONTINUOUS RIGID INSUL. REVISION SCHEDULE MASONRY - SEE ELEVATIONS 1" AIR GAP DAll plans, specifications, computer files, field data, notes and other documents and E (2) 12" x 16" STACKED CAST 1" CONTINUOUS RIGID INSUL. ° 1" CONTINUOUS RIGID INSUL. 1" CONTINUOUS RIGID INSUL. instruments prepared by RHET FISKNESS ARCHITECT, as instruments ofservice RISKINESS ARCHITECT. RHETFISKNES STONE BLOCKS shall remain the property of RHET RISKINESS a a (2) 12" x 16" STACKED CAST (2) 12" x 16" STACKED CAST ° (2) 12" x 16" STACKED CAST ARCHITECT shall retain all common law, statutory and other reserved rights, including ° 8" PRECAST WALL PANEL ° _ STONE BLOCKS STONE BLOCKS STONE BLOCKS the copyright thereto. - 4 - LZ ALUMINUM STOREFRONT ° WEATHER BARRIER 1" AIR GAP 3" AIR GAP ALUMINUM STOREFRONT DOOR -A. 19-100602 8" PRECAST WALL PANEL (BEYOND) - WEEP @ 32" O.C. a _ 8" PRECAST WALL PANEL a 8" PRECAST WALL PANEL 8" PRECAST WALL PANEL ALUMINUM STOREFRONT PROJECT NO a� METAL FLASHING °° ° SLOPE SLAB 1/4" PER 12 - DRAWN BY: DN, MA N CONCRETE SIDEWALK b. WEEP @ 32" O.C. WEEP @ 32" O.C. AWAY FROM BUILDINGR WEEP @ 32" O.C. SEE A410 = BEVELED RIGID INSULATION SOLID GROUTING METAL FLASHING ° METAL FLASHING METAL FLASHING PRE -CAST CONCRETE PANEL CHECKED BY: RF a RIGID INSUL. 4 ° SOLID GROUTING ° - SOLID GROUTING - SOLID GROUTING -SEE STRUCT1ST FLOOR DRAWING TITLE: d a ca -- - - - -------- _ - - - GRADE ------- -- _ ---------------- - ___--------- - - - - -- - - �, 4.g _ d'. WALL DETAILS 00CID C SLAB — — 10" PRE -CAST CONCRETE -_° a ° ° a' _ ad_ - a f.° ° - 4" REINF. N LAB : a a, , 4" REINF. CONC. SLAB 10" REINF CON ° ° PANEL -SEE STRUCTURAL a - d `� 4 a SAND FILL 4" REINF. CONC. SLAB _ ° ° CO C S -SEE STRUCT ` x SAND FILL a SAND FILL SAND FILL x p ENGINEERED FILL /— ENGINEERED FILL e M xg - - -- - - - -. ENGINEERED FILL _ - , - � _ - - G ° o m _ _ \ o-� : w d ° ° a ° ENGINEERED FILL ENGINEERED FILL PRE -CAST HOLLOW -CORE SLAB PRE -CAST HOLLOW -CORE SLAB " °a� _ PRE -CAST HOLLOW -CORE SLAB PRE -CAST HOLLOW -CORE SLAB PRE -CAST HOLLOW -CORE SLAB - ° ° .tea WITH CONCRETE TOPPING a WITH CONCRETE TOPPING ° = WITH CONCRETE TOPPING o I VENTED METAL SOFFIT ° -SEE STRUCT ° WITH CONCRETE TOPPING ° a p_,a ° WITH CONCRETE TOPPING a ° -SEE STRUCT 0 °a a -SER10 RIGID INSULATION °- ° `°Q -SEE STRUCT ° n° 4 -SEE STRUCT -SEE STRUCT °4, d CONT. STEEL ANGLE, SEE MAX 3" CONCRETE ON T.O. PRECAST. ° R10 RIGID INSULATION ° R10 RIGID INSULATION R10 RIGID INSULATION STRUCT - TO FEATURE 3 HOUR Q MIN. 1/8" SLOPE FROM CENTER OF =�' 'a_ FIRE PROTECTION DRIVEWAY a : ad a °Q PRE -CAST CONCRETE PANEL °-° b Q; ° d ° ° PRE -CAST CONCRETE PANEL PRE -CAST CONCRETE PANEL o ° -SEE STRUCT ° SEE STRUCT PANEL �' -SEE STRUCT R10 RIGID INSULATION p 2" MIN. CONCRETE OR GROUT ° ° -SEE STRUCT PRE -CAST CONCRETE PANEL N M W.P. MEMBRANE EXTENDS UP 18" -SEE STRUCT E2 ABOVE FOUNDATION WALL N N 7 Section 24 - Callout 1 6 EXT. PRECAST WALL ABOVE O.H. DOOR 5 EXTERIOR PRECAST WALL MASONRY - C 4 EXT. PRECAST WALL MASONRY - B 3 EXT. PRECAST WALL STOOP 2 EXT. PRECAST WALL MASONRY - A 1 EXT. PRECAST WALL STOREFRONT C.) N A610 3/4" = 1'-0" A610 3/4" = 1'-0" A610 3/4" = 1'-0" As10 3/4" = 1'-0" A610 3/4" = 1'-0" A610 3/4" = 1'-0" A610 3/4" = 1'-0" o(0 J O L.L. d 1 2 3 4 5 6 F D : C U FBI 00 r N 77 M N N O N N a� is 0 0 d 1 12 3 4 5 6 FULLY WRAP EPDM MEMBRANE MECHANICALLY FASTENED ROOF (2) 3/4" PLYWOOD PARAPET CAP MEMBRANE OVER 1/2" PROTECTION BOARD, LAP SEALANT AND ROOF MEMBRANE 1/2" PREFIN. DRIP EDGE FLASHING 2X BLOCKING T.O. CORNICE TRUSS AL 166 5 1/2" BLOWN -IN INSULATION 2x6 TRUSS EFIS 2" EFIS REVEAL N r M i ------ SHEATHING, SEE STRUCT. -__ _ FULLY ADHERED EPDM ROOF — MEMBRANE --- FIBER BOARD AS REQUIRED R35 MIN. RIGID INSUL. ARCHITECTURAL METAL PANEL (VERT.) WEATHER BARRIER SHEATHING, SEE STRUCT. R-21 MIN. SPRAY FOAM INSUL. WOOD ROOF TRUSS, SEE STRUCT. 2X6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 17 TALL PARAPET W/ CORNICE A611 3/4" = 1'-0" 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. PRE -FIN. MTL. THRU WALL FLASHING PRE -CAST HOLLOW -CORE CONCRETE SLAB W/ CONCRETE TOPPING -SEE STRUCT (x2) SOLDIER COURSING PRE -CAST CONCRETE PANEL -SEE STRUCT L 7 PRE. FIN. ALUMINUM CANOPY STEEL LINTEL, SEE STRUCT. FULLY WRAP EPDM MEMBRANE (2) 3/4" PLYWOOD PARAPET CAP MECHANICALLY FASTENED ROOF MEMBRANE OVER 1/2" PROTECTION BOARD, LAP SEALANT AND ROOF MEMBRANE PREFIN. DRIP EDGE FLASHING 2X BLOCKING TO ANGLE PLYWOOD AND ACT AS NAILER T.O. PATIO CORNICE TRUSS 163'- 8" T.O. STAIR PARAPET BLOWN -IN INSULATION 164' 1 1/2" EFIS PRE -FIN MTL PARAPET FLASHING 2x6 TRUSS (2) 3/4" PLYWOOD PARAPET CAP 2" EFIS REVEAL o FULLY WRAP EPDM MEMBRANE 2x8 OVER 2x6 WD FRIEZE BOARD EFIS N / TING, SEE STRUCT. ADHERED EPDM ROOF ANE BOARD AS REQUIRED I. RIGID INSUL. ER BARRIER TING, SEE STRUCT. V. SPRAY FOAM INSUL. ROOF TRUSS, SEE STRUCT. STUDS @ 16" O.C. W/ R21 MIN. JSUL. PARAPET W/ CORNICE @ NORTH ROOFTOP PATIO 3/4" = 1'-0" WRAPPED W PRE -FIN MTL ARCHITECTURAL METAL PANEL (HOR.) PRE -FIN MTL FLASHING 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL bo TOP @ 2'- 0" BELOW T.O TRUSS SHEATHING, SEE STRUCT. FULLY ADHERED EPDM ROOF MEMBRANE FIBER BOARD AS REQUIRED T.O. DECK 5TH FLOOR —-- — --- 159' 71/2" -- R35 MIN. RIGID INSUL. 2x8 BLOCKING, SEE STRUCTURAL ARCHITECTURAL METAL PANEL (VERT.) WEATHER BARRIER SHEATHING, SEE STRUCT. R-21 MIN. SPRAY FOAM INSUL. WOOD ROOF TRUSS, SEE STRUCT. 2X6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 15 PARAPET @ NORTH STAIR A611 3/4" = 1'-0" THRU WALL FLASHING MASONRY ROWLOCK @ WINDOW SILL MASONRY (RUNNING) -SEE ELEVATIONS AIR GAP 1" CONTINUOUS RIGID INSUL. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. — — — — — — — — — PRE -CAST HOLLOW -CORE — — — — 4 N N CONCRETE SLAB W/ a° CONCRETE TOPPING ° -SEE STRUCT vV STEEL L BRACKET -SEE ' —" — — - % e_ STRUCTURAL PRE -CAST CONCRETE PANEL d , -SEE STRUCT SINAGE BY TENANT e ARCHITECTURAL METAL PANEL (HORZ.) P ° 1" CONTINUOUS RIGID INSULATION a- ° PRE. FIN. ALUMINUM SUN SHADE CANOPY ABOVE STOREFRONT W/ 1 STORY BRICK 3/4" = 1'-0" 8 SUNSHADE ABOVE STOREFRONT W/ BRICK LINTEL A611 3/4" = 1'-0" MASONRY (BEYOND) ALUM. STOREFRONT 8" PRE -CAST WALL PANEL (BEYOND) REINF. CONC. SLAB -SEE STRUCT SLOPE SLAB @ 1/4" PER 12" AWAY FROM BUILDING d _ CV d- 0 PRE -CAST HOLLOW d a CORE SLAB WITH CONCRETE TOPPING R10 MIN. RIGID INSUL. -SEE STRUCT e ° 14" PRE -CAST WALL PANEL a 4 TYPICAL STOOP @ STOREFRONT A611 3/4" = 1' -Orr 2 C MASONRY (RUNNING) SEE ELEVATIONS AIR GAP FULLY WRAP EPDM MEMBRANE (2) 3/4" PLYWOOD PARAPET CAP PRE -FIN MTL PARAPET FLASHING 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL ARCHITECTURAL METAL PANEL (HOR.) SHEATHING, SEE STRUCT. FULLY ADHERED EPDM ROOF MEMBRANE FIBER BOARD AS REQUIRED 1 2— 1 R35 MIN. RIGID INSUL. PRE -FIN MTL FLASHING PRE -FIN MTL WRAP 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL TOP @ 2'- 0" BELOW T.O TRUSS ARCHITECTURAL METAL PANEL (VERT.) WEATHER BARRIER SHEATHING, SEE STRUCT. R-21 MIN. SPRAY FOAM INSUL. WOOD ROOF TRUSS, SEE STRUCT. -- 2X6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 14 TYPICAL PARAPET W/ FRIEZE BOARD A611 3/4" = 1'-0" 1" CONTINUOUS RIGID INSUL. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 2ND FLOOR PRE -CAST HOLLOW -CORE 115'- 0" CONCRETE SLAB W/ CONCRETE TOPPING -SEE STRUCT PRE -CAST CONCRETE PANEL -SEE STRUCT J B.O. PRECAST OPENING 1101-01, PRE. FIN. ALUMINUM CANOPY STEEL LINTEL, SEE STRUCT. CANOPY ABOVE STOREFRONT W/ FULL HEIGHT BRICK 3/4" = 1'-0" PRE -CAST HOLLOW CORE SLAB WITH CONCRETE TOPPING -SEE STRUCT ALUM. STOREFRONT DOOR 8" PRE -CAST WALL PANEL (BEYOND) REINF. CONC. SLAB -SEE STRUCT SLOPE SLAB @ 1/4" PER 12" AWAY FROM BUILDING ° Ode b R10 MIN. RIGID INSUL. 14" PRE -CAST WALL PANEL 3 TYPICAL STOOP @DOOR A611 3/4" = 1'-0" 3 4 1 ST FLOOR 13 TYPICAL PARAPET A611 3/4" = 1'-0" FULLY WRAP EPDM MEMBRANE (2) 3/4" PLYWOOD PARAPET CAP PRE -FIN MTL PARAPET FLASHING T.O. TRUSS FRAMING (TYP) 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL FULLY ADHERED EPDM ROOF ZN MEMBRANE FIBER BOARD AS REQUIRED R35 MIN. RIGID INSUL. EFIS OR ARCHITECTURAL METAL PANEL WEATHER BARRIER SHEATHING, SEE STRUCT. R-21 MIN. SPRAY FOAM INSUL. 24" WOOD TRUSS, SEE STRUCT. FULLY WRAP EPDM MEMBRANE PRE -FIN MTL PARAPET FLASHING (2) 3/4" PLYWOOD PARAPET CAP PRE -FIN MTL PARAPET FLASHING EXTERIOR SIDING (2) 2x8 OVER 2x6 WD FRIEZE -SEE ELEVATIONS BOARD WRAPPED W/ PRE -FIN MTL WEATHER ARCHITECTURAL METAL PANEL (HOR.) BARRIER SHEATHING, SEE STRUCT. 7/16" O.S.B. d SHEATHING EPDM ROOF MEMBRANE 2x6 WD STUDS @ d 16" O.C. W/ R21 MIN. BATT. PRE -FIN MTL FLASHING INSUL. PRE -FIN MTL WRAP (2) 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL TOP @ 2'- 0" BELOW T.O. TRUSS ARCHITECTURAL METAL PANEL (VERT.) WEATHER BARRIER SHEATHING, SEE STRUCT. R-21 MIN. SPRAY FOAM INSUL. / 24" WOOD TRUSS, SEE STRUCT. SMALL PARAPET @ EAST SIDE ENTRANCES 1'-0 3/4" = " 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. W/ 1" OVERHANG - SEE STRUCT. T.O. DECK AL EIFS SIDING REVEAL -SEE ELEVATIONS SEE 4/A610 FOR NOTES EXT. WD FRAMING @ EIFS SIDING & STOREFRONT 3/4" = 1'-0" TERMINATION BAR FULLY ADHERED EPDM ROOF MEMBRANE FIBER BOARD AS REQUIRED MECHANICALLY FASTENED ROOF R35 MIN. RIGID MEMBRANE OVER 1/2" INSUL. PROTECTION BOARD, LAP SEALANT AND ROOF MEMBRANE PREFIN. DRIP EDGE FLASHING 2X BLOCKING 4TH FLOOR LLJ 2x8 OVER 2x6 WD FRIEZE BOARD WRAPPED W/ PRE -FIN MTL EXTERIOR SIDING -SEE ELEVATIONS WEATHER BARRIER 7/16" O.S.B. SHEATHING R21 MIN. SPRAY FOAM INSUL. 24" WOOD FLOOR TRUSS -SEE STRUCT 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. 10SHEET DRAIN ROOFS AT BUMPOUTS A611 3/4" = 1'-0" PRE -CAST HOLLOW -CORE CONCRETE SLAB W/ CONCRETE TOPPING -SEE STRUCT ARCHITECTURAL METAL PANEL -SEE ELEV. CONTINUOUS RIGID INSUL. AFFIXED BY MTL. Z-GIRTS NON -VENTED PRE -FIN. MTL. SOFF MASONRY (RUNNING) MASONRY (SOLDIER) CONC. BEAM, SEE STRUCT TYPICAL H.C. CANTILIVER @ METAL STUD WALL INFILL 3/4" = 1'-0" 2 FOUNDATION O.H.D. A611 3/4" = 1'-0" i OVERHEAD DOOR CONTINUOUS TRENCH DRAIN 4" CONCRETE DRAINAGE FILL REINF. CONC. SLAB SEE STRUCT. UNDISTURBED EARTH REINF. CONC. FOOTING -SEE STRUCT. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. W/ 1" OVERHANG - SEE STRUCT. 2ND FLOOR Ai PRE -CAST HOLLOW -CORE CONCRETE SLAB W/ CONCRETE TOPPING -SEE STRUCT ARCHITECTURAL METAL PANEL -SEE ELEV. CONTINUOUS RIGID INSUL. AFFIXED BY MTL. Z-GIRTS NON -VENTED PRE -FIN. MTL. SOFFIT MASONRY (RUNNING) 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C TYPICAL H.C. CANTILIVER @ PRECAST WALL CD CONSTRUCTION DOCUMENTS 06/24/2022 3/4" = 1'-0" 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. 14" PRECAST WALL PANEL PROJECT NO: 19-100602 DRAWN BY: DN, MA e= ° R10 MIN. RIGID INSUL. g a CHECKED BY: RF d REINF. CONIC. SLAB DRAWING TITLE: -SEE STRUCT LOWER LEVEL WALL DETAILS /= - - _ _ ed •° _ ' SAND FILL REINF. CONC. FOOTING -SEE STRUCT - • d_ ; -° ' _ = - - °. " ' DRAIN TILE, TYP. < e r d - 1 TYPICAL FOUNDATION A611 A61 1 3/4" = 1'-0" 6 d d 2 FOUNDATION O.H.D. A611 3/4" = 1'-0" i OVERHEAD DOOR CONTINUOUS TRENCH DRAIN 4" CONCRETE DRAINAGE FILL REINF. CONC. SLAB SEE STRUCT. UNDISTURBED EARTH REINF. CONC. FOOTING -SEE STRUCT. 2x6 WD STUDS @ 16" O.C. W/ R21 MIN. BATT. INSUL. W/ 1" OVERHANG - SEE STRUCT. 2ND FLOOR Ai PRE -CAST HOLLOW -CORE CONCRETE SLAB W/ CONCRETE TOPPING -SEE STRUCT ARCHITECTURAL METAL PANEL -SEE ELEV. CONTINUOUS RIGID INSUL. AFFIXED BY MTL. Z-GIRTS NON -VENTED PRE -FIN. MTL. SOFFIT MASONRY (RUNNING) 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C TYPICAL H.C. CANTILIVER @ PRECAST WALL CD CONSTRUCTION DOCUMENTS 06/24/2022 3/4" = 1'-0" 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. 14" PRECAST WALL PANEL PROJECT NO: 19-100602 DRAWN BY: DN, MA e= ° R10 MIN. RIGID INSUL. g a CHECKED BY: RF d REINF. CONIC. SLAB DRAWING TITLE: -SEE STRUCT LOWER LEVEL WALL DETAILS /= - - _ _ ed •° _ ' SAND FILL REINF. CONC. FOOTING -SEE STRUCT - • d_ ; -° ' _ = - - °. " ' DRAIN TILE, TYP. < e r d - 1 TYPICAL FOUNDATION A611 A61 1 3/4" = 1'-0" 6 n C0 C U D N N 77 c2 N N O N N CD 0 0 0 W5 1 I 2 3 I 4 L — I'- `1 J JII f° MECH L = J I fV ------- 6'-0" 4'-0" 4'-6" UNITS - 1A -SIM 1/4" = 1'-0" 26'-0" 6'-6" W5 5'-0" 1. I L I L J I W5 5'-0" M Cn I U) M 0 C LOSET 06 ' N I� N I b) W5 -1 1A M 2'-5" T-5" T-0" 4'-10" 6., 4'-0" 1'-6"1'-3'1'-9" 2'-81/8" I_ - / - ' BEDROOM LIVING L\� J C) III U) �� FF J JII MECH Cq � W1 i 6'-0" 4'-0" 4'-0" T-0" 5'-0" 14'-0" 26'-0" UNITS - 1A 9 12'- 0"A701 A701 1/411 — 1'-0" T-10" 5'-2" T-10" 5'-2" loe Ak iv O 1 `� SHAFT ,' i iv O i `� SHAFT \ - �i N co5B zo 0 v l I Cn W5.1 z- - - - - - - -� V- ---� L18 L18 0 VB48• o VB48ED CD • o BATH BATH 1A 1BLM 1A 1B LAUNDRY LAUNDRY[- ' CLOSET CLOSET L 1A 1A i LU 4 UNITS - 1A -SHAFT -SIM 3UNITS - 1A -SHAFT A701 1 /4" = 1'-0" A701 1/4" = 1'-0" 29'- 2 1/2" 4'-6" T-51/2" 5'-1" 12'-2" W4 W4 R&S 2442 302 3042 2C R&S N W1 �— — - O 0 LAUNDRY/ — — — &I 1 C B24 RANGE B30 - STOR. 1A KITCHEN r0 --0 m co L 18(CD • IM - , VB48 J BATH W ° 0 1A 1B —� � I U) L 06 �I I06 DINING C OSET L 1A -16'-6" 4'-0" i 2'-1" 1'_3"1'_9" 2'-8" co 0 / J LL- --1-1 BEDROOM I F� LIVING W1 F MECH CV L J <V '-2"_ 9'-0" UNITS - 1113 6'-10" T-0" 5'-51/2" 29'- 2 1/2" -11 COUNTER @ 33-1/2" A.F.F. REMOVABLE FACE FRAME FLOORING TO EXTEND UNDER REMOVABLE FACE SEE 9/A001 N NN a� M 5 I 6 GENERAL UNIT PLAN NOTES / 1. ALL INTERIOR WALLS ARE 2X4 WOOD STUD WALL TYPE 3 ALL VTAC CLOSETS TO FEATURE 30"x72 ACCESS PANEL. 4'-6" FIRE RATED DOORS SHALL HAVE SELF CLOSER, SELF LATCHING, E T-6" 9. 5'-0" oe 9'-0" A701 2. ALL INTERIOR WALLS ARE DIMENSIONED TO FACE OF LAUNDRY ROOMS, TYP. 14. FLOORING NOTES; STUD, UNLESS OTHERWISE NOTED 4 TYPICAL SHOWER SIZE - 34" X 48"; TYPICAL TUB/SHOWER - 34" X 60" A. FLOORING IN CLOSETS TO MATCH ADJACENT ROOM UNLESS 3. W4 11. ALL CLOSETS TO BE 2'-1" DEEP FROM FRAMING TO FRAMING UNLESS —W A701 oe SHEATHING, UNLESS OTHERWISE NOTED 3024 3042 5-0 2C R&S PARTY WALLS ARE DIMENSIONED TO FACE OF OSB 12. PLAN NOTES: R&S 2442 (SEE WALL TYPES) G° A. "R&S" - ROD AND WIRE SHELF AT 68" A.F.F. D. SV (SHEET VINYL) IN BATHROOMS 5. O N— 15. ALL RANGES ARE 30" UNLESS OTHERWISE NOTED FACE OF GWB. W5 C. "ADA R&S" - ADA UNIT ROD AND WIRE SHELF AT 48" A.F.F. AND 16. ALL DISHWASHERS ARE 24" UNLESS OTHERWISE NOTED 6. REINFORCEMENT SHALL BE PROVIDED FOR THE --00 17. TUBS TO HAVE 60" CURVED SHOWER CURTAIN ROD, SHOWERS TO FUTURE INSTALLATION OF GRAB BARS AND SHOWER LAUNDRY/ D. "LINEN" & "PANTRY" CLOSETS (4) 16" DEEP WIRE SHELVES AT 29", HAVE 48" STRAIGHT CURTAIN ROD SEATS AT WATER CLOSETS, BATH TUBS, AND SHOWER 42", 55", 68" A.F.F. 18. TOILET PAPER DISPENSER @ 2'-0" A.F.F. @ ALL TOILETS, UNLESS & COMPARTMENTS. B24 RANGE B30 LO �� — STOR. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM @ OPEN COUNTERS AND DESKS. 19. TOWEL RING ON SIDEWALL OF SINK, TYP THE FACE OF GWB AT SIDEWALL. J (K)� NJ- II m KITCHEN00 W3 W5.1 in 17 o IIS �I m o L18 VB48 - ' � Ln co 0 ILL — - v BATH W ' N co 0 � I 1A 1B ILL M Cn I U) M 0 C LOSET 06 ' N I� N I b) W5 -1 1A M 2'-5" T-5" T-0" 4'-10" 6., 4'-0" 1'-6"1'-3'1'-9" 2'-81/8" I_ - / - ' BEDROOM LIVING L\� J C) III U) �� FF J JII MECH Cq � W1 i 6'-0" 4'-0" 4'-0" T-0" 5'-0" 14'-0" 26'-0" UNITS - 1A 9 12'- 0"A701 A701 1/411 — 1'-0" T-10" 5'-2" T-10" 5'-2" loe Ak iv O 1 `� SHAFT ,' i iv O i `� SHAFT \ - �i N co5B zo 0 v l I Cn W5.1 z- - - - - - - -� V- ---� L18 L18 0 VB48• o VB48ED CD • o BATH BATH 1A 1BLM 1A 1B LAUNDRY LAUNDRY[- ' CLOSET CLOSET L 1A 1A i LU 4 UNITS - 1A -SHAFT -SIM 3UNITS - 1A -SHAFT A701 1 /4" = 1'-0" A701 1/4" = 1'-0" 29'- 2 1/2" 4'-6" T-51/2" 5'-1" 12'-2" W4 W4 R&S 2442 302 3042 2C R&S N W1 �— — - O 0 LAUNDRY/ — — — &I 1 C B24 RANGE B30 - STOR. 1A KITCHEN r0 --0 m co L 18(CD • IM - , VB48 J BATH W ° 0 1A 1B —� � I U) L 06 �I I06 DINING C OSET L 1A -16'-6" 4'-0" i 2'-1" 1'_3"1'_9" 2'-8" co 0 / J LL- --1-1 BEDROOM I F� LIVING W1 F MECH CV L J <V '-2"_ 9'-0" UNITS - 1113 6'-10" T-0" 5'-51/2" 29'- 2 1/2" -11 COUNTER @ 33-1/2" A.F.F. REMOVABLE FACE FRAME FLOORING TO EXTEND UNDER REMOVABLE FACE SEE 9/A001 N NN a� M 5 I 6 GENERAL UNIT PLAN NOTES / 1. ALL INTERIOR WALLS ARE 2X4 WOOD STUD WALL TYPE 8. ALL VTAC CLOSETS TO FEATURE 30"x72 ACCESS PANEL. 13. FIRE RATED DOORS SHALL HAVE SELF CLOSER, SELF LATCHING, E '3' UNLESS OTHERWISE NOTED 9. ALL WASHERS TO BE LOCATED TO THE LEFT OF THE DRYER IN AND SMOKE GASKET AT ALL RATED DOORS, SEE SCHED. 2. ALL INTERIOR WALLS ARE DIMENSIONED TO FACE OF LAUNDRY ROOMS, TYP. 14. FLOORING NOTES; STUD, UNLESS OTHERWISE NOTED 10. TYPICAL SHOWER SIZE - 34" X 48"; TYPICAL TUB/SHOWER - 34" X 60" A. FLOORING IN CLOSETS TO MATCH ADJACENT ROOM UNLESS 3. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF 11. ALL CLOSETS TO BE 2'-1" DEEP FROM FRAMING TO FRAMING UNLESS OTHERWISE NOTED. oe SHEATHING, UNLESS OTHERWISE NOTED OTHERWISE NOTED B. LVT (LUXURY VINYL TILE) IN KITCHENS, LIVING ROOM & LAUNDRY 4. PARTY WALLS ARE DIMENSIONED TO FACE OF OSB 12. PLAN NOTES: C. CPT (CARPET) IN BEDROOMS (SEE WALL TYPES) A. "R&S" - ROD AND WIRE SHELF AT 68" A.F.F. D. SV (SHEET VINYL) IN BATHROOMS 5. SINKS & APPLIANCES ARE TO BE MIN 24" O.C. FROM B. "2 R&S" - ROD AND WIRE SHELVES AT 42" AND 84" A.F.F. 15. ALL RANGES ARE 30" UNLESS OTHERWISE NOTED FACE OF GWB. C. "ADA R&S" - ADA UNIT ROD AND WIRE SHELF AT 48" A.F.F. AND 16. ALL DISHWASHERS ARE 24" UNLESS OTHERWISE NOTED 6. REINFORCEMENT SHALL BE PROVIDED FOR THE SHELF AT 60" A.F. SEE DETAIL 17. TUBS TO HAVE 60" CURVED SHOWER CURTAIN ROD, SHOWERS TO FUTURE INSTALLATION OF GRAB BARS AND SHOWER D. "LINEN" & "PANTRY" CLOSETS (4) 16" DEEP WIRE SHELVES AT 29", HAVE 48" STRAIGHT CURTAIN ROD SEATS AT WATER CLOSETS, BATH TUBS, AND SHOWER 42", 55", 68" A.F.F. 18. TOILET PAPER DISPENSER @ 2'-0" A.F.F. @ ALL TOILETS, UNLESS COMPARTMENTS. E. PROVIDE COUNTER TOP BRACKETS AT 36" O.C. MIN OR AS REQ'D OTHERWISE NOTED 7. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM @ OPEN COUNTERS AND DESKS. 19. TOWEL RING ON SIDEWALL OF SINK, TYP THE FACE OF GWB AT SIDEWALL. 26'- 0" ' - 11 1/2" 5'- 1 " 8'- 11 1/2" -Ioe W4 W4 W4 3042 030240 39422C It J W5 00 B30 RANGE B39 ` Zo FRIDGE ADA \ 00Q KITCHEN `� 1A > Q I 1B EP 60 OPEN DW EP i 7" io N R&S BATH M -_ i � W3 8'-5" 1 ADA06 ih 106 WASHER/DRYER = SEE 12/A001,' C° R&S �-7-----r- I I I I— DINING ` � W.I.C. 06 13'-2" _3'-10" le 7'-0" - 1 2� I o LIVING BEDROOM I FF JII f° [MECH W1 6'-0" 8'-0" 14'-0" UNITS - 1C -ADA 26'- 0" L — — — — L W1 co ' W1 All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service N ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: BH, DN CHECKED BY: RF 7'-0" oe 5'-0" 12'-0" 22'- 0" 4'-5" 5'-2" 12'-5" —W 4 W4 NNDRY(,,2C W5.1 ° W5 0w M L18 VB48 co 0OW5BATH� LE] N � F � 4'-3" �' 12'-1" GRAB BARS SEE 7/A001 W06 4A F- z O _ 00 CID [LU �' J— R&S M SLEEPING M 0) N w N N W5.1 N o M M Q' ILL � ILL I III I I III I M Cl)co KITCHEN DINING LIVING � L N fV n m N O W L-1 L -J W5 z — N O O a' — It N MECH I N m N co W1 5'-0" 8'-6" 4'-5" 2'-3" 1'-10" oo� 22'-0" ( 5 1 UNITS - 0_STUDIO 1/4" = 1'-0" A701 1/411 — 1'-0" A701 1 /4" = 1'-0" 29'-3" 8'-11" 8'-1" 12'-3" W1 3042 302 2142 42 3624 O O o o o -- W3.1 W4 B30 RANGE B21 SB36 DW DB15 LAUNDRY/ FP FRIDGE I STOR. C° i N KITCHEN = \ I B24 SB36 B24 CLOSET 1A 1A o ih L -L -L \ N 2'-9" -0" T-0" 1'-0' 4'-51/2" 3'-10" 8'-0" 81/2" ' 9'-0" LO ' W3 W4 N FrIrU11 ° DINING `'' L18 VB48zo CD • `0 BATH M L — — — — J M M J� J 1A 1B co /i F 1 - 0 _ <� / o I O o L — J i \\ / 17'-0" 2'-8" T-0" 2'-10" I I , I II LIVING BEDROOM � W1 L �I I J 0 N M i W1 1'- 2" 9'-0" 6'-10" T-9" 8'-6" 29'-3" UNITS_1 D = 1'-0" 1/4" 3 UNITS - 2F 1/4" = 1'-0" V 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM n L CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: UNIT PLANS A701 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: BH, DN CHECKED BY: RF CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: UNIT PLANS A701 C, C Ll 1 2 3 4 47, n- 10 UNITS - 2C -ADA A7o2 1/4" = 1'-0" BATH 7 UNITS - 2A A7o2 1/4' — -0" N I I D N I- W.I.0 I � I WALL W1 @ EXTERIOR I DINING 1 W1 L J O N o N (6 �i W5.1 � � � I � � E o F II L co J LIVING J J I I I I x WINDOW @ EXTERIOR �� J \ — L J 0 BEDROOM F BEDROOM #2 MECH C° J J W5 N M N c2 N N O N N 0 0 4'-8" 6-2" 2'-6" 1'-10" T-2" 6'-8" W1 T-0" 5'-0" 10'-10" 14'-2" 12'-0" 4 UNITS - 2A -SIM _ A7o2 1/4" — 1'-0" 1 37'- 0" COUNTER @ 33-1/2" A.F.F. REMOVABLE FACE FRAME FLOORING TO EXTEND UNDER REMOVABLE FACE SEE 9/A001 Y) M 2) 0 bo 37'- 0" 5 6 GENERAL UNIT PLAN NOTES 10'-0" 6'-6" T-5" 5'-1" 1. ALL INTERIOR WALLS ARE 2X4 WOOD STUD WALL TYPE 8. ALL VTAC CLOSETS TO FEATURE 30"x72 ACCESS PANEL. 13. FIRE RATED DOORS SHALL HAVE SELF CLOSER, SELF LATCHING, Of 9. 6'-1" T-8" AND SMOKE GASKET AT ALL RATED DOORS, SEE SCHED. 2. 13'-3" LAUNDRY ROOMS, TYP. 5'-1" 8'-11" STUD, UNLESS OTHERWISE NOTED Of TYPICAL SHOWER SIZE - 34" X 48"; TYPICAL TUB/SHOWER - 34" X 60" A. FLOORING IN CLOSETS TO MATCH ADJACENT ROOM UNLESS 3. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF 11. W4 R&S OTHERWISE NOTED. W4 SHEATHING, UNLESS OTHERWISE NOTED OTHERWISE NOTED — — — — — — F R&S R&S PARTY WALLS ARE DIMENSIONED TO FACE OF OSB 3642 02 3642 1542 C. CPT (CARPET) IN BEDROOMS 2C R&S I � A. "R&S" - ROD AND WIRE SHELF AT 68" A.F.F. i / D. SV (SHEET VINYL) IN BATHROOMS 1---- i �& B24 =1C O 15. 3624 ISI t ---- — W3.1 16. W5 6. REINFORCEMENT SHALL BE PROVIDED FOR THE SHELF AT 60" A.F. SEE DETAIL 17. TUBS TO HAVE 60" CURVED SHOWER CURTAIN ROD, SHOWERS TO 1A o FUTURE INSTALLATION OF GRAB BARS AND SHOWER i w3 LAUNDRY/ o HAVE 48" STRAIGHT CURTAIN ROD N �' m SEATS AT WATER CLOSETS, BATH TUBS, AND SHOWER i 18. 6 RANGE B36 DB15 = E. PROVIDE COUNTER TOP BRACKETS AT 36" O.C. MIN OR AS REQ'D - STOR. OTHERWISE NOTED 7. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM o W.I.0 � i PANTRY - KITCHEN FRIDGE - io O :1 00_ 00 mSII ao W5 ry 5'-9" �3'-8" (0 > 6'-1" 3'-0" 3'-101/2" 2'-31/2" 3'-41/2" 7'-10" 91/2" 0 I i a w L p v 5.1 It > BATH 1A 4B 114 It ) N �- oI ° 00 R&S zt m 1 3'-4" \ 10" 4'-7" / \ ,T-9" \, i ,'4'-8"N 3'-0" _ CO 3'-4'� 2'`-'10" 1A N 1A 1A - ; — R&S L18 VB48 ' N O W3 N "�' M U) C0 it DINING v BATH W3 `o / 5A \ W5.1 BATH L L? W1 J i N o co �`' LY 1 A 1 B - o F_ _ 0 m 05 > U) 0 0 - ' 06 W.I.0 � 0 I L 10 FO - Ll J_ ) J 1A — 1A ) DINING L_ T-0" — J 4'-0" �1'-11" T-0" 2'-9" ] LO BEDROOM O O � MECH MECH _ (0 N 1 LLO W5 � � _ , W1 ' W1 Lwfl IF N oe T-10" 4'-0" 2'-0" 1'-10" le -I 5'-6" 1 00, 4'-8" 6'-8" 11'-4" �\F O 25'-8" L 37'- 0" J LIVING 10 � �F - MECH L _ N _ — BEDROOM #2 IBEDROOM 4'-8" W1 6'-8" 12'- 0" 1'-10" 3'-2" T-0" � N W1 W1 6'-8" oe 5'-0" I 11'-4" /r oe zle 14'-0" 11'-8" 37'- 0" EA7 BATH 7 UNITS - 2A A7o2 1/4' — -0" N I I D N I- W.I.0 I � I WALL W1 @ EXTERIOR I DINING 1 W1 L J O N o N (6 �i W5.1 � � � I � � E o F II L co J LIVING J J I I I I x WINDOW @ EXTERIOR �� J \ — L J 0 BEDROOM F BEDROOM #2 MECH C° J J W5 N M N c2 N N O N N 0 0 4'-8" 6-2" 2'-6" 1'-10" T-2" 6'-8" W1 T-0" 5'-0" 10'-10" 14'-2" 12'-0" 4 UNITS - 2A -SIM _ A7o2 1/4" — 1'-0" 1 37'- 0" COUNTER @ 33-1/2" A.F.F. REMOVABLE FACE FRAME FLOORING TO EXTEND UNDER REMOVABLE FACE SEE 9/A001 Y) M 2) 0 bo 37'- 0" 5 6 GENERAL UNIT PLAN NOTES 10'-0" 6'-6" T-5" 5'-1" 1. ALL INTERIOR WALLS ARE 2X4 WOOD STUD WALL TYPE 8. ALL VTAC CLOSETS TO FEATURE 30"x72 ACCESS PANEL. 13. FIRE RATED DOORS SHALL HAVE SELF CLOSER, SELF LATCHING, '3' UNLESS OTHERWISE NOTED 9. ALL WASHERS TO BE LOCATED TO THE LEFT OF THE DRYER IN W4 AND SMOKE GASKET AT ALL RATED DOORS, SEE SCHED. 2. ALL INTERIOR WALLS ARE DIMENSIONED TO FACE OF LAUNDRY ROOMS, TYP. 14. FLOORING NOTES; STUD, UNLESS OTHERWISE NOTED 10. TYPICAL SHOWER SIZE - 34" X 48"; TYPICAL TUB/SHOWER - 34" X 60" A. FLOORING IN CLOSETS TO MATCH ADJACENT ROOM UNLESS 3. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF 11. ALL CLOSETS TO BE 2'-1" DEEP FROM FRAMING TO FRAMING UNLESS R&S OTHERWISE NOTED. R&S SHEATHING, UNLESS OTHERWISE NOTED OTHERWISE NOTED — — — — — — F B. LVT (LUXURY VINYL TILE) IN KITCHENS, LIVING ROOM & LAUNDRY 4. PARTY WALLS ARE DIMENSIONED TO FACE OF OSB 12. PLAN NOTES: O O PANTRY C. CPT (CARPET) IN BEDROOMS ao LO (SEE WALL TYPES) I � A. "R&S" - ROD AND WIRE SHELF AT 68" A.F.F. i / D. SV (SHEET VINYL) IN BATHROOMS 5. SINKS & APPLIANCES ARE TO BE MIN 24" O.C. FROM �& B24 =1C B. "2 R&S" - ROD AND WIRE SHELVES AT 42" AND 84" A.F.F. 15. ALL RANGES ARE 30" UNLESS OTHERWISE NOTED ISI FACE OF GWB. �i Q C. "ADA R&S" - ADA UNIT ROD AND WIRE SHELF AT 48" A.F.F. AND 16. ALL DISHWASHERS ARE 24" UNLESS OTHERWISE NOTED 6. REINFORCEMENT SHALL BE PROVIDED FOR THE SHELF AT 60" A.F. SEE DETAIL 17. TUBS TO HAVE 60" CURVED SHOWER CURTAIN ROD, SHOWERS TO 1A o FUTURE INSTALLATION OF GRAB BARS AND SHOWER i w3 D. "LINEN" & "PANTRY" CLOSETS (4) 16" DEEP WIRE SHELVES AT 29", o HAVE 48" STRAIGHT CURTAIN ROD N �' m SEATS AT WATER CLOSETS, BATH TUBS, AND SHOWER 42", 55", 68" A.F.F. 18. TOILET PAPER DISPENSER @ 2'-0" A.F.F. @ ALL TOILETS, UNLESS BATH COMPARTMENTS. E. PROVIDE COUNTER TOP BRACKETS AT 36" O.C. MIN OR AS REQ'D OTHERWISE NOTED 7. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM @ OPEN COUNTERS AND DESKS. 19. TOWEL RING ON SIDEWALL OF SINK, TYP THE FACE OF GWB AT SIDEWALL. ON 23'-0" 14'-0" 6'-1" T-8" 13'-3" 5'-1" 8'-11" W4 O O N 2c W5 W4 i N — —LAUNDRY — — STOR. W1•C I PANTRY KITCHEN / 8 UNITS - 2B -SIM -FW FW 5 A702 1/4" = 1'-0" 23'-0" T-8" W.I.0 i PANTRY \ I 9 UNITS - 2B -FW 13'-3" KITCHEN 37'- 0" 14'-0" 5'-1" 8'-11" W4 2C t \ — -LAUNDRY/ \ STOR. W3.1 A7o2 1/4" — 1'-0" 37'- 0" A702 6'-1" oe 3'-8" 13'-3" 5'-1" 8'-11" g A702 W4 W4 R&S R&S 3642 02 3642 1542 2CR&S 1 i O3624 ---- LAUNDRY/ i 6 M NGE B36 DB15 = —_ P - STOR. N WNlc i PANTRY �� �° KITCHEN FRIDGE _ Q \ W5 0s 1 5'L --9" �3'-8" ��\\ 6'-1" 3'-0" 4'-2" 2'-0" T-1" 8'-1 1/2" 91/2" i w R&S iV m 1A _j O � L18 VB48 C14 ce) 0 cc co :10 U) L? m BATH W3 W5.1 BATH `� — J N CO _(:CA)1 B r� o m O z s 00 0 - ° ' N 06 I � > FD 1 W.I.0 1A / DINING 1A 4'-0" 1'-11" 3'-0"2'-9" W5.1 F� O L O JJ _ W5 II_- I F__ � �\ I 1 L - I J LIVING I I I BEDROOM F J BEDROOM #2 L — J _ [ ] W5 W5 J I io MECH I co N W1 N 5'-0" 6'-1" W1 El, 10, 2'-3" 10'-4" 6'-6" 5'-0" I 3 A702 14'-5" 11'-6' 37'- 0" 2 ( 6 UNITS - 2113 A702 1/411 = 1'-0" LIVING P72� UNITS - 2B -SIM 1/4" = 1'-0" O O O BEDROOM 3 UNITS - 2B -SIM -FW A7o2 1/4" = 1'-0" 3 uViNG MECH 1'-10" 2'-3" 9'-10" 13'- 11" 37'- 0" O O BEDROOM #2 5'-6" 6'-6" 12'-0" co 37'- 0" iI ('5_1 UNITS - 2E AU 1/4" = 1'-0" BEDROOM W5 W5 4'-8" 6'-6" W1 11'-2" 1 UNITS - 2E -SIM A7o2 1/4" = 1'-0" i LIVING BEDROOM #2 MECH `Q L — N JOE= 8'-0" T-8" 2'-4" V-10" 4'-6" 5'-6" 11'-8" 14'-2" 37'- 0" V 1 A702 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L F CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: tNq 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 FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: BH, DN CHECKED BY: RF DRAWING TITLE: UNIT PLANS A702 10'-0" 6'-6" T-5" 5'-1" T-6" 4'-6" W4 W4 2C 3042 R&S R&S FT — — — — — — — F i `° __Q302402442 O O PANTRY ao LO I � — — i � i / _ B30 RANGE �& B24 =1C W5 ISI i� W.I.0 i� W3 �i Q W5 1A o O i w3 o KITCHEN N �' m BATH i N W5.1 ON O :1 00_ 00 mSII (0 > M o I I 0 LAUNDRY— AUNDRY L p v 5.1 It > BATH 1A 4B a 00 N J 6'-8" 3'-4" \ 10" 4'-7" / \ ,T-9" \, i ,'4'-8"N 3'-0" _ CO 3'-4'� 2'`-'10" 1A 1A J_ ; R&S ' N CLOSET it DINING / 5A LW5 L [ j J —1 W1 o I L 10 LIVING J_ J I — I� L_ — J — — ] LO BEDROOM BEDROOM #2 � MECH MECH _ (0 N 1 LLO W1 ' W1 Lwfl N oe T-10" 4'-0" 2'-0" 1'-10" le 4'-6" 5'-6" 00, 4'-8" 6'-8" 11'-4" 25'-8" 37'- 0" iI ('5_1 UNITS - 2E AU 1/4" = 1'-0" BEDROOM W5 W5 4'-8" 6'-6" W1 11'-2" 1 UNITS - 2E -SIM A7o2 1/4" = 1'-0" i LIVING BEDROOM #2 MECH `Q L — N JOE= 8'-0" T-8" 2'-4" V-10" 4'-6" 5'-6" 11'-8" 14'-2" 37'- 0" V 1 A702 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L F CD CONSTRUCTION DOCUMENTS 06/24/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: tNq 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 FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: BH, DN CHECKED BY: RF DRAWING TITLE: UNIT PLANS A702 Q 0 C C U I M M N 77 M r N N 0 N N 49 0 CL 2 1 3 1 4 I. 5'-3" 8'-3" 8'-6" I. UNITS - 0 STUDIO -FW 1/4" = 1'-0" 5 1 6 GENERAL UNIT PLAN NOTES 31'-6" 5'-51/2" 8'-61/2" 00, 14'-4" 4'-111/2" 6'-21/2" 6'-0" 2'-8" 00 5'-101/2" 1. ALL INTERIOR WALLS ARE 2X4 WOOD STUD WALL TYPE 8. ALL VTAC CLOSETS TO FEATURE 30"x72 ACCESS PANEL. 13. FIRE RATED DOORS SHALL HAVE SELF CLOSER, SELF LATCHING, &S '3' UNLESS OTHERWISE NOTED 9. ALL WASHERS TO BE LOCATED TO THE LEFT OF THE DRYER IN AND SMOKE GASKET AT ALL RATED DOORS, SEE SCHED. 2. ALL INTERIOR WALLS ARE DIMENSIONED TO FACE OF — — LAUNDRY ROOMS, TYP. 14. FLOORING NOTES; STUD, UNLESS OTHERWISE NOTED 10. TYPICAL SHOWER SIZE - 34" X 48"; TYPICAL TUB/SHOWER - 34" X 60" O A. FLOORING IN CLOSETS TO MATCH ADJACENT ROOM UNLESS 3. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF 11. ALL CLOSETS TO BE 2'-1" DEEP FROM FRAMING TO FRAMING UNLESS OTHERWISE NOTED. m1 SHEATHING, UNLESS OTHERWISE NOTED LW4 - OTHERWISE NOTED B. LVT (LUXURY VINYL TILE) IN KITCHENS, LIVING ROOM & LAUNDRY 4. PARTY WALLS ARE DIMENSIONED TO FACE OF OSB 12. PLAN NOTES: CLOSET 00 2C C. CPT (CARPET) IN BEDROOMS Co (SEE WALL TYPES) A. "R&S" - ROD AND WIRE SHELF AT 68" A.F.F. 1 B D. SV (SHEET VINYL) IN BATHROOMS 5. SINKS & APPLIANCES ARE TO BE MIN 24" O.C. FROM B. "2 R&S" - ROD AND WIRE SHELVES AT 42" AND 84" A.F.F. 15. ALL RANGES ARE 30" UNLESS OTHERWISE NOTED FACE OF GWB. 06 1 Ws C. "ADA R&S" - ADA UNIT ROD AND WIRE SHELF AT 48" A.F.F. AND 16. ALL DISHWASHERS ARE 24" UNLESS OTHERWISE NOTED 6. REINFORCEMENT SHALL BE PROVIDED FOR THE _ SHELF AT 60" A.F. SEE DETAIL 17. TUBS TO HAVE 60" CURVED SHOWER CURTAIN ROD, SHOWERS TO FUTURE INSTALLATION OF GRAB BARS AND SHOWER D. "LINEN" & "PANTRY" CLOSETS (4) 16" DEEP WIRE SHELVES AT 29", BATH HAVE 48" STRAIGHT CURTAIN ROD SEATS AT WATER CLOSETS, BATH TUBS, AND SHOWER 42", 55", 68" A.F.F. 18. TOILET PAPER DISPENSER @ 2'-0" A.F.F. @ ALL TOILETS, UNLESS COMPARTMENTS. 1A I co E. PROVIDE COUNTER TOP BRACKETS AT 36" O.C. MIN OR AS REQ'D OTHERWISE NOTED 7. CENTERLINE OF WATER CLOSETS SHALL BE 18" FROM @ OPEN COUNTERS AND DESKS. 19. TOWEL RING ON SIDEWALL OF SINK, TYP 3 "' 5A THE FACE OF GWB AT SIDEWALL. m 3 A703 6'-1" T-8" 13'-3" 5'-1" 8'-11" W W4 R&S 3642_'3024a3642 1542 I 2C R&S 361 - - - W5 O - - LAUNDRY/ - I 6 RANGE B36 DB15 STOR. `V W PANTRY C° KITCHEN FRID E FP � I., 0 \ 6'-1" T-8" 4A 6'-1" T-0" 4'- 2'-31/2' 2'- 91/2 8'-1 1/2" 91/2" BATH I w R&S O o ml o co •_ a m W1 > oU L18 VB48 IICO - N N M C m BATH W3 1A II WIC I o rteD 1A 1B m W5 I I N co06 0 , II of co cn co N rn `" 0 i I I W.I.0 N °' 1A co 1q co W1 DINING 11�1'-8" � 2'-6" 1 3'-3" 11 L L F— N LIVING N BEDROOM BEDROOM W5 �1 F I 1 L _ MECHN — W1 N I 5'-0" 6'-1" 1'-101/22'-21/2" 10'-4" 6'-6" 5'-0" W1 14'-5" 11'-6' 37'-0" 4 UNITS - 2G A703 1/4" = 1'-0" 45'-6" 31'-6" 5'-51/2" 8'-61/2" 00, 14'-4" 4'-111/2" 6'-21/2" 6'-0" 2'-8" 00 5'-101/2" CIO)— &S R&S a, — — — — — — N W4 W1 �,� — I� O co / m1 LW4 - F (.0 m M ` > CLOSET 00 2C Z-81/2" Co co 1 B I i�— 06 1 Ws i o 1 BEDROOM _ - N BATH MECH 1A I co Zo CW7 00– - O W1 3 "' 5A L7 m &S W3 Oo O o L\ F BALCONY TO USE _ N R&S — ti MIDSPAN KNIFE PLATES MOUNTED @ 6' - 8" AT 1A LAUNDRY Cl) UNIT 401 ONLY W2.1., W2.1 L > 00 F 4B ^ 1A BATH 00 W5.1 1- PATIO T-0" -6" 3'-101/2" T-41/2" T-8" 4'-3" \7'-11" III LIVING _ 1A (- A - - - uLI R&S � I _ I � �° W i co ih M od CLOSET � I W.I.0 M II I I II 5'-0" I. T-0" /2442,\2.142 R&S CO W1W2.1 W1 iv SIM . T-5" T-10" 12'-9" 5'-6" W1 6'-0" T-0" 13'-0" UNITS - 3A 1/4" = 1'-0" 29'-6" 45'-6" 3 UNITS - 2G -FW A703 1/4" = 1'-0" 471 G -I UNITS - 2D 1/411 = 11-011 2 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: BH, DN CHECKED BY: RF DRAWING TITLE: UNIT PLANS A703 CIO)— —' F (.0 m M Z-81/2" 2'-6" O 1 m N MECH — Zo CW7 00– - W1 L7 m Oo L\ F IL �JI m N N - W1 DINING KITCHEN J �� J L? EP DW LZ�J_ SB36 b B24 1C --�-- _L� — — = PANTRY °6 tY 0 o c')I W3 BEDROOM #2 BEDROOM #3 5'-0" I. T-0" /2442,\2.142 R&S CO W1W2.1 W1 iv SIM . T-5" T-10" 12'-9" 5'-6" W1 6'-0" T-0" 13'-0" UNITS - 3A 1/4" = 1'-0" 29'-6" 45'-6" 3 UNITS - 2G -FW A703 1/4" = 1'-0" 471 G -I UNITS - 2D 1/411 = 11-011 2 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: 06/06/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION ATTN: JOSH THIESCHAFER PHONE: (320) 980-5600 EMAIL: BUCHPROPMN@GMAIL.COM L C CD CONSTRUCTION DOCUMENTS 06/24/2022 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: BH, DN CHECKED BY: RF DRAWING TITLE: UNIT PLANS A703 F a� a� N C6 C .� (6 .� N m N X AIL Fill � 1 ii kfW LOGO KE Z -a -ti. i} 71 -- -- RH ET AitGMITECTURE gL LOW L04 A fr, .5ii a- , LOGO RHETARCHITICTORN 0,- im LOGO INSURANCE mown MENE No ooil no no n No on n No no so on at; on ME on of on on so No on so URANCE ROSS on so LOGO INSURANCE mown MENE No ooil no no n No no so on at; No on so ME on on: IF- onMR 0 on on on on LOGO URANCE ROSS RHETARCHITICTORN RHET ARCHITICTYRI ;45- 71 RF- �� �, ffim On c, N —AL 0.5 i' . Ile m I Z, It's, r. 17 do ARCH NOW logo" ME MILE M somisim mm__ — — 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 /CB --Rin )21.64 V9-T7NI- clyl- clyl- 91 8 • / O' / /' \ \ / So / •p/a,7,r rpri / SAM "• -Y� / R-923.78 1,9 \ / 5 17 \ 21578 21578 \ V SAM —:Z / R/m=928.61 \ a / 1 /ogress and low -916.11 / gess Easement /STMH /� / // Rim=928.10 Ex. u� 3 g O o /y / " Q• • O In—/\ , y ^ / p / / / n• / / �• � e.. � / Ex. Building `U No. 101 FFE=929.0 / \ • /1 / / ; . • rya '0p \ FIRE TRUCK TURNING EXHIBIT c \ 0 / dn9s A \a>/ ,. �� �•.F-.PC . / 1 0 50 100 200 04CO N 0 'O N O N M N V (D O j O '— U 0 W w -0Ln �_ i QE �w U W '^ � � O � m �o.uc E� W 4 N N Z o O X z U Q� �_ U Q L N X U 3 m o D Ir F- W (0M (� rnoE Z p-0. LL 6 n/ co M co j zLL Mo@j W LLI � ( o U z — co eo N o '^w aEL5L� O z Z� � O Q W W N Ir N o Oz 06 n co U '- OC Z 0 co I ON= U) a u N I Lo C/ F- W F- Q:� Ow LJJ J m W UD O O� jZ �Z J w <w 060 O UF- LULU = :z � U U OQ wz � CC ZO m LQ �2! PROJECT NUMBER: 22015 SCALE: 1 "=50' Cl OF 1 SMH Rim=928.81 / Inv=916.111 a / STMH Rim=928.10 Inv= \ v0F \ �f T.�9s .98 \ I 7 \ \ %f0 \ \ / \9?�6EQYf cn Snuff � \ / Rim=92378 9 •Q )�o0 HYDRANT RADIUS EXHIBIT z O F- F - (n (A z O U OC O LL O z } C 0 0 W L a F— Q:�O N � N � 0 J w } N 0 N O� Z �Zr-j N O T c: W Lu N Q 7 �F- O J 7C) (1) 0 Z IFIL�v UOQ wz 0 c L \ EL L .0 } U O LLJ (L N O N 0 x (2` T O vOi X -co) f2} O X - 3 0 a m o 0 Z O W U ((� LL co M LLI co 0@j W(D z� N(000 (~7 a0 N U L X 7 Ur W a u- v, Z� W °1 W � N� " wx U W N r ULo Ir Z -0 I O N 75 = U) N UA UA W W F— Q:�O Lu W J w O� jZ �Zr-j � W Lu °� O O �F- LULU = Z IFIL�v UOQ wz m L \ EL L PROJECT NUMBER: 22015 SCALE: 1 "=50' Cl OF] 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 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 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 2 0 U Z W CID U) 0 00 Z U) J 0 a W Z Z 2 0 0 w F - Z) U) T w Z) Z w a a Z W x 0 wsb July 7, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Buchholz Block 52 Development — Final Plat & Plan Review City Project No. 2022-010 WSB Project No. 019886-000 Dear Mr. Leonard: Our team has reviewed the Block 52 Final Plat and Civil Plans dated June 28, 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 06-23-22. 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 County and MnDOT roadways. The applicant will need to discuss directly and/or submit for permit(s) from these entities. 5. Any work within County or MnDOT right of way will require a permit, add a note to the The applicant will need to submit for these permits as required, provide copies of these permits to the City. 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. 7. The City is currently working with a consultant on various plans surrounding the block 52 development, including connecting Walnut Street to River Street, improvements to River Street, and modifications to the intersection at HWY 25 and Broadway. In addition, Wright County plans to reconstruct Broadway Avenue in 2023. During the design process of these projects, additional comments and changes may be necessary to the site design of the Block 52 project to properly transition these projects together. K:\019886-000\Admin\Docs\2022-06-28 Submittal (Final Plat)\_2022-07-07 Block 52 Preliminary Plat - WSB Engineering Comments.docx Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review July 7, 2022 Page 2 8. Comments have been provided directly on the plans sheets. Not all comments on the plans have been summarized in this review letter. Site Plan (Sheet CS1) 9. 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. Complete, a detail was provided. A final review will be provided by the City's Fire Marshall. 10. Note dimension of proposed sidewalk from ROW to back of curb in various locations around the perimeter of the site. Complete. 11. Show bituminous areas to be replaced with impacts to adjacent streets and curb locations. Complete. 12. Additional sidewalk will be required adjacent to the site along River Street from Walnut Street to Hwy 25. In -progress, this section of sidewalk may be included with the City's design. 13. Indicate direction of intended vehicular travel at southerly entrance to Walnut Street. Complete. 14. Provide ADA ped ramp from north end of building to Hwy 25/River Street intersection instead of stairs. Complete. 15. 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. Complete. 16. Add a stop sign at the exit locations to the site. 17. The city portion of the parking lot should be shifted north to allow the green space next to 106 Broadway to remain, north edge of the parking lot could match existing curb line to keep similar parking count. 18. Complete missing section of sidewalk on the north side of the south leg of the building. Construction Details Plans (Sheets C1, C2, C3) 19. 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. Complete. 20. A full review of standard details will be conducted with the final plat submittal. Include pipe bedding details. Demolition & Removals Plan (Sheet C4) 21. 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. Complete. 22. 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. Complete. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review July 7, 2022 Page 3 23. Show 2' strip of bituminous replacement adjacent to curb removals/replacement. Complete. 24. Review existing pedestrian curb ramp areas and determine if curb modifications are necessary to meet current ADA standards. Complete, affected ADA ramps are proposed to be replaced. 25. Existing water/sewer services shall be abandoned up to the main. Note this on the plan. Complete. Grading & Storm Sewer Plan (Sheet C5) Grading: 26. 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. 27. MNDOT has indicated that they would consider allowing the retaining wall along Pine Street within the ROW. MNDOT would review and approve through a ROW permit to allow the wall in their ROW. It may be beneficial to move the wall into the ROW and create one sidewalk at the building elevation with ADA ramps at both the north and south ends. 28. Label more of the proposed contours, some do not have labels. Complete. 29. 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. 30. Verify that civil and architectural plans coordinate existing and proposed doors (ingress/egress) in all areas. Door appears to open into handicap ramp in SE corner of new parking lot. 31. Grade from NW corner of Parking lot to river street is too steep, elevations will need to be updated as the plans for Walnut street are developed. Storm Sewer: 32. All storm sewer pipe under the public parking lot portion shall be RCP. Label the pipe class of RCP for storm sewer. 33. Note the size, pipe material, and pipe strength for the storm sewer forcemain. 34. On the final plans, note the sizes of the proposed storm sewer structures. Erosion Control & SWPPP Plans (Sheets C6, C7, C8) 35. 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. 36. The proposed project will disturb more than one acre. A SWPPP was provided with the preliminary plat submittal. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review July 7, 2022 Page 4 a. Update SWPPP to show discharge location the Mississippi River, which has an approved EPA impairment for Fecal coliform; Mercury in fish tissue; PCBs in fish tissue. i. Note that these impairments are considered non -construction related and do not require any additional bmp's. b. Include permit conditions for termination of NPDES permit after construction has been completed. c. Provide information on environmental review, and endangered species review as required in section 5.16 of the permit d. The SWPPP must describe methods to minimize soil compaction and preserve topsoil. Minimizing soil compaction is not required where the function of a specific area dictates compaction. [Minn. R. 7090] e. The SWPPP must include any site assessments for groundwater or soil contamination required in item 16.15. [Minn. R. 7090]. Utility Plan (Sheet C9) 37. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. 38. 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. 39. 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. 40. 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 laduer truck, piuviue dii exhibit showing turning movements. 41. 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 (of required). 42. Add general iiutes to the utiliLy pans to the ettect a Complete. a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review July 7, 2022 Page 5 43. 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. 44. 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. In - progress, see markups on plan for consideration of revising the watermain location. 45. Label the pipe material/strength designation for sewer mains (i.e. SDR 35, SDR 26, etc.). Complete. 46. Note the size, pipe material, and pipe strength for the storm sewer forcemain. 47. Manholes will be required where the cleanouts are shown along the 8" main Complete. Stormwater Manaaement 48. 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 and stormwater lift station 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. 49. Provide additional/full design information for stormwater lift station. 50. 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. 51. Label EOF locations within the sitE Complete. 52. The removal plan shows removing existing concrete trench drain which provides drainage from 106 walnut as part of the existing stormwater drainage easement. Please confirm that the drainage will still work and meet the conditions of the existing drainage easement for the 106 Walnut property. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review July 7, 2022 Page 6 Traffic & Access 53. 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. 54. 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). 55. The site plan should accommodate the alternative of extending Walnut Street to River Street. In -progress with City design as noted prior. Environmental 56. 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. 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 James L. Stremel, P.E. Senior Project Manager DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) BLOCK 52 FIRST ADDITION (PC# THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated July 11, 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and , a (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for BLOCK 52 FIRSTADDinoN, referred to in this Contract as the "Plat" and the "Development") consisting of 2.08 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is proposing to develop the Lot 2, Block 1 of the Property as a Mixed -Use Development consisting of 87 residential apartment units and approximately 30,000 sq. ft. of commercial office, restaurant and retail use in the Broadway and Riverfront Sub -Districts in the Central Community District. 222241v1 The Developer is requesting approval from the City for rezoning the Property to Planned Unit Development. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Final Stage Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution No. 2022-65 approving a preliminary plat adopted by the City Council on May 23, 2022; City Resolution No. 2022-66 approving a development stage PUD adopted by the City Council on May 23, 2022; City Resolution No. 2022-OXX approving the final plat; City Resolution No. 2022-OXX approving the Final Stage PUD; City Resolution No. 2022-OXX approving the rezoning to PUD; Ordinance No. , and subject to the conditions listed in Exhibit Z, Conditions of Approval, in the staff report of the City Council Agenda dated May 23, 2022 and July 11, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. 222241v1 A. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. B. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the CCD District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: 2222410 (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) Central Community District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C — Demolition and Removal Plans, including Structural Engineering Report and Plans Plan D - Sanitary Sewer and Watermain Plan Plan E — Street and Storm Sewer Plan Plan F — Civil Details Plan Plan G — Utility Plan Plan H - Lighting Plan Plan I - Landscape Plan Plan J — Building Plans, fagade elevations and typical architectural design plans 222241v1 Plan K — Architectural Rendering and Floor Plans Plan L — Building Elevation Plans Plan M — Sidewalk Plan Plan N — Sign Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities: The Developer will install and pay for underground utilities associated with the construction of the private development on Lot 2, Block 1. The City will pay for the relocation and placement underground of the existing utilities located within the development area. I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mailboxes installed and the location of all mailboxes. Initial costs of the mailboxes and their installation are the responsibility of the developer. All residential developments (other than standard single-family homes) must install locking cluster mailboxes. N. Public Parking Lot: The Developer will reconstruct the existing public parking lot and access drive aisles to the public parking lot from River Street on Lot 1, Block 1 with their project. 222241v1 The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. INSTALLATION AND COORDINATION OF PUBLIC IMPROVEMENTS. A. The City is considering the completion of improvements to the Walnut Street corridor in conjunction with the development of Lot 2, Block 1. These improvements include the reconstruction of the sidewalk along Broadway and the addition of a sidewalk along the south side of River Street. The Developer will provide for the demolition of the Broadway Street sidewalk as part of their project. Pending Council authorization of the Walnut Street Corridor improvements, the City will complete the construction of the Broadway and River Street sidewalk improvements at the City's cost. The Developer 222241v1 will prepare a routing plan for pedestrian access during construction on the Property for the Wright County, MnDOT and the City's review and approval, as applicable. B. The Developer will complete the Pine Street sidewalk to the City's specification at the Developer's cost. The Developer will provide a security for the completion of the Pine Street sidewalk. The Developer shall obtain all required MnDOT permits. C. The City has received a grant to coordinate the relocation of the signal cabinet currently located at the southeast corner of the Plat. In conjunction with the relocation of the signal cabinet, the City will also coordinate the widening of the corner intersection radius at Broadway and Pine Street. The Developer will provide an easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets. This easement is to accommodate the necessary area for the wider turning radius at the intersection. If the City's consultant for the Walnut Street Corridor project is able to provide the exact specifications prior to production of the mylars, this easement will not be necessary. D. The City will coordinate with the Developer for the relocation and placement underground of fiber optic, natural gas and electric utilities on the Property in conjunction with the proposed development. The City's coordination will include reimbursement for expenses associated with the relocation and undergrounding of utilities on the Property, not including the new private utilities serving the private development. E. The Developer will reconstruct the existing public parking lot and access drive aisles to the public parking lot from River and Walnut Streets on Lot 1, Block 1 with their project. The Developer will be reimbursed for design engineering, surveying, staking, excavation, paving, striping, parking lot signage and lighting, and construction coordination specific to the reconstruction. Reimbursement shall be subject to detailed invoices to be submitted for review and approval by the City. The Developer will be required to meet the City Engineer's recommendation for design and will provide a security for the reconstruction 2222410 of the parking lot. The Developer will coordinate grades and drainage for the parking lot reconstruction with the Walnut Street Corridor project at the direction of the City Engineer. 12. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the Central Community District Regulations. Developer shall also adhere to the specific design requirements for buildings as outlined in the City Council Agenda dated May 23, 2022 and July 11, 2022 and as otherwise imposed by the Central Community District for buildings which have frontage along Broadway, Pine and River Streets. 13. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access and Work in State Rights -of -Way • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits and right of way permits 14. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 15. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction 222241v1 and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 16. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 17. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may 2222410 draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 18. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 19. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer 2222410 repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 20. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $5,590.90 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $5,590.90 escrow, which is separate and in addition to any other escrow funds for 222241v1 this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $11,181.80 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of 2222410 construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $8,386.35 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 23. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 222241v1 24. STORM SEWER AREA TRUNK AREA CHARGE. The Development is not subject to a storm sewer area charge as a redevelopment of existing downtown land area. 25. SANITARY SEWER TRUNK AREA CHARGE. The Development is not subject to a sanitary sewer area charge as a redevelopment of existing downtown land area. 26. WATER MAIN AREA TRUNK CHARGE. The Development is not subject to a water main area charge as a redevelopment of existing downtown land area. 27. PARK DEDICATION. The Parks Art and Recreation Commission has recommended a cash payment in lieu of land according to the City's schedule. The developer shall pay $63,569.00 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. The Developer shall provide for the sidewalk connections both internal to the site and to connect with public sidewalks as provided for in the City Council Agenda of July 11, 2022. 28. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. As a condition of Final Stage PUD approval, all proposed boulevard plantings are subject to the City's review and approval, including integrated season planters and screening structures into the landscape plan. Developer will submit a landscape plan that incorporates the recommendations list in the City Council Agenda dated May 23, 2022 and July 11, 2022 for the City's review and approval. 29. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations listed in the City's Engineer's letter dated April 28, 2022 and July XX, 2022. 222241v1 May 12, 2022. 2022. B. Implementation of the recommendations listed in the Wright County's letter dated C. Implementation of the recommendation listed in MnDOT's letter dated May 20, D. Implementation of the recommendations listed in Resolution No. 2022-065 and Resolution No. 2022-066, including the City Staff recommendations listed in Exhibit Z. E. Implementation of Resolution No. 2022-OXX, Resolution No. 2022-OXX. Resolution No. 2022-OXX, Resolution No. 2022-OXX, and Ordinance No. , including the conditions listed in Exhibit Z. F. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. G. Prior to City Council approval of the final Plat, Developer shall modify the Plat to the City's recommendation to create a separate lot for the public parking lot, access points to the parking lot, and required access streets. Said created lot will be retained by the City and the Monticello Economic Development as owners. Developer is required to enter into an agreement for cross access for both private and public use and said agreement shall be reviewed and approved by the City. 222241v1 H. As a condition of City Council approval, Developer will create additional connectivity through the rear of the site to the public sidewalks through the parking areas. I. As a condition of City Council approval, Developer will revise the architectural elevations to include the roofline extensions as shown on the rendering illustrations, and will add downcast lighting to this feature. J. As a condition of City Council approval, Developer shall provide for the City's review and approval of Sign Plans that include recommendation listed in the City Council Agenda dated May 23, 2022 and July 11, 2022. Any signs installed on the site will require a Sign Permit. K. The Developer shall provide a public pedestrian access easement through the "parklet" space in the side yard between the new and existing buildings along Broadway subject to review and approval by the City. Property. L. The Developer shall enter into a Stormwater Maintenance Agreement for the M. The Developer will install landscaping and streetscape improvements within the corner plaza and westerly side yard consistent with the approved landscaping and PUD plans. Costs for the installation of the landscaping will be reimbursed subject to separate agreement. N. An easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets is executed should it be necessary at the time of plat recording. O. A cross -access and parking easement for both private and public parking and access shall be executed. Such easement shall be subject to review and approval by the City. Public cross - access and parking is required for the parking areas which are to be conveyed to the developer. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney 222241v1 P. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. Q. Underground parking spaces must be included in rent structure for units to support full utilization of facility. R. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 30. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $350,181.25, plus a cash fee of $25, 159.05 for Citymengineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 0.00 Watermain 0.00 222241v1 Storm Sewer/Draintile/Infiltration Basin Internal Streets/Sidewalks/Trails Street cost estimate Lighting/Mailboxes/Street Signage Retaining Walls CONSTRUCTION SUB -TOTAL (ESTIMATED) Lot Corners/Iron Monuments TOTAL COSTS TOTAL SECURITIES: Total Costs X 125% $ 0.00 $ 279,545.00 Requires Pine $ INSERT $ Included below $ 600.00 $ 280,145.00 $ 350,181.25 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 222241v1 B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $193,740.00 for grading and landscaping. The amount of the security was calculated as follows: Grading Landscaping/Retaining Walls TOTAL $ 6,240.00 $ 187,500.00 ($150,000.00 x 125%) $ 193,740.00 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (1%) $ 5,590.90* City Administration and Planning (1%) $ 5,590.90* Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 8,386.35* Streets and Utilities Review & Inspection (4%) $ 11,181.80* Total Cash Requirements $25,159.05 * Fees reconciled to actual expenses at close of project. 32. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used 222241v1 to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 33. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a five year period, in ten 222241v1 equal principal installments, plus interest at 2 % over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 34. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 222241v1 35. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 222241v1 G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer's negligence or its performance or failure to perform its obligations under this Contract. Developer's indemnification obligation shall apply to Developer's general contractor, subcontractor(s), or anyone directly or indirectly 222241v1 employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. L. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 36. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 222241v1 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall 505 Walnut Street, Suite 1 Monticello, Minnesota 55362 with a copy by regular mail to: Campbell Knutson, P.A. Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Attn: Monticello City Attorney Remainder of page intentionally left blank. Signatures on the following pages. 222241v1 CITY OF MONTICELLO (SEAL) And STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 222241v1 DEVELOPER: Its STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 2022, by DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 222241vl the of on behalf of the entity. Notary Public [print name] [title] EXHIBIT "A" Legal description Insert legal description 222241v1 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank)"• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• 222241v1 Its MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2022. Its STATE OF ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2022, by a 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 222241v1 the of Notary Public on behalf of the [print name] [title] FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY, a public body corporate and politic of the State of Minnesota, fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 2022. MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY By Its President By Its Executive Director STATE OF MINNESOTA ) (Ss. COUNTY OF ) [print name] [print name] The foregoing instrument was acknowledged before me this day of , 2022, by and , respectively the President and Executive Director of Monticello Economic Development Authority, a public body corporate and politic of the State of Minnesota, 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 222241v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello Ex" Biel in WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Insurance Company: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence Expiration Date: ( ) Occurrence $1,000,000 for each occurrence Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 2222410 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy: Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at 222241v1 On MM Authorized Insurance Representative SUMMARY OF EXPENSES/FINANCE PLAN v5 7/6/2022 Total Acres in Development Total Acres in Phase Total Acres to be Conveyed, Lot 2 Total Units in Development Total Units in Phase 2.08 gross 2.08 net 2.08 gross 2.08 net Single Family Townhome 87 Multi -Family Single Family Townhome 87 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Notes Charge Units Escrows based on public improvement costs Assessment 1.00% Park & Pathway Dedication $2,795.45 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $2,795.45 $2,000 minimum; Actual; cost reconciled at project completion Park Dedication Provided Park Dedication Required (11%) $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $8,386.35 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Based on value of land at time of final plat per assessor less Total Park Dedication Required $63,569.00 buildings/blacktop (7 full and 3 partial parcels) Special Assessments $11,181.80 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees Existing Special Assessments $25,159.05 Not applicable Lift Station Not applicable Little Mountain Booster Station Not applicable Sanitary Sewer (unit) $1,594 unit NA Not applicable for 2022 - Downtown Watermain (unit) $1,182 unit NA Not applicable for 2022 -Downtown Storm Sewer Base (net acres) $4,268 NA Not applicable for 2022- Downtown Storm Sewer Alternate 1 $4,3741 Not applicable for 2022 - Downtown Total amount to Assess Per Lot Assessment based on (#) units 1 $63,569.00 Pay at final plat or assessed by lot City Review & Inspection Escrows Escrows based on public improvement costs City Admin & Planning 1.00% $2,795.45 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $2,795.45 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $8,386.35 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $11,181.80 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $25,159.05 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Notes Sanitary Sewer NA Watermain NA Storm Sewer Provide cost for stormsewer alogn River Street Public parking lot reconstruction including curb, need Pine sidewalk Roads, Driveways and Sidewalks/Trails $279,545.00 cost including ADA Lighting, Street Signage, Mailboxes Street and parking lot lighting and mailboxes only Construction total (for purpose of calculatina other fees Lot Corners/Iron Monuments $300 2 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond Estimated site grading cost for calculation of LOC Landscaping, Including Retaining Walls Prairie Restoration Wetland Management Tree Preservation 000 1 2.08 $600.00 $280,145.00 90.00% 1 NA $725,000.00 Not a required LOC; used to calculate inspection escrow 187,500.00 Based on estimate of landscaping cost $150,000 x 125% Nota licable Not applicable Not applicable $6,240.00 1 Surety for aradina to plan and restoration CROSS PARKING AND ACCESS EASEMENT AGREEMENT THIS AGREEMENT is made as of , 2022 by, between and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), the CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY, a public body corporate and politic under the laws of the State of Minnesota (EDA"), and DEEPHAVEN DEVELOPMENT LLC, a Minnesota limited liability company ("Deephaven"). RECITALS: WHEREAS, the City owns the tract of land described on Exhibit "A" attached hereto ("City Property") on which it operates a public parking lot; and WHEREAS, the EDA owns the tract of land described on Exhibit "B" attached hereto ("EDA Property") on which it operates a public parking lot; and WHEREAS, Deephaven owns a tract of land described on Exhibit "C" attached hereto ("Deephaven Property") on which it will construct a mixed use development consisting of residential apartment units, commercial office, restaurant and retail space and parking lot; and WHEREAS, as a condition of City approval for the plat of Block 52 First Addition and approval of the Block 52 First Addition Planned Unit Development, the parties are required to enter into and record this Cross Parking and Access Easement Agreement on the properties referenced above; and WHEREAS, the parties desire to establish certain access, parking and maintenance easements for their mutual benefit with respect to the properties referenced above. NOW, THEREFORE, the parties to this Agreement agree as follows: ARTICLE ONE EASEMENTS 1.1 Ingress and Egress. 1.1.1 Each party to this Agreement hereby grants and conveys to each of the other parties, for their respective use and the use by their respective agents, employees, tenants, contractors, customers and invitees, a non-exclusive easement appurtenant to and for the benefit of each property owned by each party for ingress and egress by vehicular and pedestrian traffic upon, over, and across the parking areas, driveways, curb cuts and sidewalks from time to time located on each parties respective property as shown on Exhibit "D" ("Easement Area"). 221762v2 1.1.2 No fence or other barrier which would unreasonably prevent or obstruct the passage of pedestrian or vehicular travel shall be erected or permitted within or across parking and access facilities. 1.2 Parking. The parties to this Agreement hereby grant and convey to one another for their respective use and the use by their respective agents, employees, tenants, contractors, customers and invitees, a non-exclusive easement for vehicular parking on that portion of the property subject to this Agreement which is shown crosshatched on Exhibit "E" ("Parking Easement"). 1.3. Modification of Easement Area or Parking Easement. The parties to this agreement may by mutual agreement modify the Easement Area or Parking Easement. The City in its discretion shall determine whether the proposed amendment or site improvements will require an amendment to the PUD or whether the modifications are sufficiently minor as to be approved solely by amendment of this agreement. Any modification or improvement shall ensure continued public street access for the Deephaven Property and adequate parking in the vicinity. ARTICLE TWO INSURANCE PROVISIONS 2.1 Insurance. Each party agrees to maintain liability insurance against claims for bodily injury, death or property damage occurring on, in or about the Easement Area and the Park Easement as described herein with a combined single limit coverage of no less than One Million Dollars ($1,000,000.00). Such insurance may be in the form of blanket liability coverage applicable to such party's property and other property owned or occupied by such party carrying such insurance coverage. Each party as indemnitor shall indemnify, defend and hold each other harmless from any and all claims, demands, liabilities, losses, costs and expenses with respect to the negligent and/or willful acts or omissions of the indemnifying parry relating to the maintenance, use, operation and occupancy of the Easement Area and Parking Easement. Such indemnity shall not apply to the extent of any loss or claim due to or arising from the negligent or wrongful acts or omissions of the indemnified party. Notwithstanding anything to the contrary contained in this Agreement, the liability insurance, indemnification obligations and liability of the City and the EDA shall be subject to the liability limitations set forth in applicable state statutes including Chapter 466 of Minnesota Statutes. ARTICLE THREE MAINTENANCE AND SNOW REMOVAL PROVISIONS 3.1 Improvement and Maintenance. 3. 1.1 Deephaven shall be responsible for all maintenance of the Easement Area and Parking Easement on the City Property. The City shall pay a fee to Deephaven for this maintenance service and parties shall enter into a separate agreement for this condition which shall define required maintenance and fee structure. Written approval by the City must be obtained prior to proceeding with work. 2 221762v2 3.1.2 Any future reconstruction and/or rehabilitation of the Easement Area and/or Parking Easement on the City Property shall be shared equally between the City and Deephaven and the parties shall enter into a separate agreement for this condition. 3.1.3. All maintenance and rehabilitation of the Easement Area and/or Parking Easement on the Deephaven Property will be the sole responsibility of Deephaven. 3.2 Snow Removal. Deephaven will be responsible for providing snow removal on the entire Easement Area. The City and Deephaven will share in the cost for Parking Easement snow removal based on the square footage of each lot accordingly. The parties shall enter into a separate agreement for this condition. Other than incidental spillage of snow removal conducted on the City Property, excess snow removal shall not be placed on adjacent parking or access areas. ARTICLE FOUR REASONABLE USE 4.1 The easements granted under this Agreement shall be used and enjoyed by each party and its Permittees (as hereinafter defined) in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business of any other party or its Permittees at any time conducted on its property, including, without limitation, public access to and from said business, and the receipt or delivery of merchandise in connection with the business. The term Permittees shall mean the employees, agents, contractors, licensees, tenants, invitees, residents or occupants of the City Property, EDA Property, or Deephaven Property. ARTICLE FIVE INDEMNIFICATION 5.1. Each party to this Agreement shall indemnify and hold each of the other parties harmless from and against all claims, liabilities and expenses (including reasonable attorneys' fees) relating to accidents, injuries, loss, or damage of or to any person or property (including improvements to any Easement Area or Parking Easement) occurring on or about any of the above referenced Properties, except for negligent acts or omissions by each Property owner, its employees, contractors, or agents. ARTICLE SIX MISCELLANEOUS 6.1 Assi _gement. Each party, without consent from the other parties, shall have the right to assign all of its rights, responsibilities and obligations set forth in this Agreement to another party. 6.2 Real Estate Taxes. Each party shall pay, or cause to be paid prior to delinquency, all real estate taxes and assessments which may be levied, assessed or charged against such party's property. 221762v2 6.3 BindingEffect. ffect. All limitations, covenants, conditions, easements and restrictions set forth herein shall attach to and run with each property and shall benefit to and be binding upon the successors and assigns of the respective parties. 6.4 Entire Agreement. This Agreement contains the complete understanding and agreement of the parties hereto with respect to all matters referred to herein, and all prior representations, negotiations, and understandings are superseded hereby. 6.5 No Waiver. No waiver of any default of any obligation by any party hereto shall be implied from any omission by the other parry to take any action with respect to such default. 6.6 Notices. All notices permitted or required to be given under this Agreement shall be in writing and shall be deemed to have been given (a) when personally delivered, (b) one business day after being delivered to a reliable and recognized overnight courier or messenger service which provides receipts of delivery, with fees prepaid or charged to the sending party, or (c) three business days after being deposited in the United States mail in a sealed envelope by certified mail, postage prepaid, addressed to the respective parry at the address set forth herein or to such other address as set forth in a notice given in accordance with this paragraph. The notice addresses of the initial Owners are as follows: City Property: City of Monticello Attention: City Administrator 505 Walnut Street, Suite 1 Monticello, MN 55362 EDA Property: City of Monticello EDA Attention: President 505 Walnut Street, Suite 1 Monticello, MN 55362 Deephaven Property: Deephaven Development LLC 4379 33rd Avenue South, Suite 121 Fargo, ND 58104 6.7 Severability. The invalidity of any portion of this Agreement shall not impair in any manner the validity, enforceability or effect of the rest of this Agreement. 6.8 Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota. 6.9 Covenants to Run with Land. It is intended that each of the easements, covenants, conditions, restrictions, rights and obligations set forth herein shall run with each property and shall benefit to and be binding upon the successors and assigns of the respective parties. This Agreement shall create equitable servitudes in favor of the real property benefited thereby, shall bind every person having any fee, leasehold or other interest therein and shall inure to the benefit 4 221762v2 of and be binding upon the owners of the properties identified herein, their permittees and their successors, assigns, heirs and personal representatives. 6.10 Estoppel Certificate. Any party may, in connection with the financing, sale or transfer of any such party's property, deliver written notice to the other parties requesting such to certify in writing that to the best knowledge of the certifying parry, the requesting party is not in default in the performance of its obligations under this Agreement, or if in default, to describe the nature and amount of defaults. Each party receiving such request shall execute and return such certificate within twenty (20) days following the receipt thereof. The parties acknowledge that such certificate may be relied upon by the third parties designated in the request by the parry requesting such certificate. 6.11 Legal Expenses. In case legal action is brought because of breach of any agreement or obligation set forth herein, and a breach shall be established, the prevailing party shall be entitled to recover all expenses incurred in connection with such legal action, including reasonable attorney's fees. 6.12 Recording. This Agreement shall run with the land and shall be recorded against the title to each Property. [Remainder of page intentionally left blank. Signature pages follow.] 221762v2 CITY OF MONTICELLO (SEAL) m STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 6 221762v2 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY M. STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Steve Johnson, Its President Its The foregoing instrument was acknowledged before me this day of , 2022, by Steve Johnson and by , respectively the President and of the City of Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the entity. Notary Public 7 221762v2 DEEPHAVEN DEVELOPMENT LLC Mark D. Buchholz, its Manager STATE OF MINNESOTA ) (Ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2022, by Mark D. Buchholz, the Manager of Deephaven Development LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL KNUTSON ProfessionalAssociation Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 777 221762v2 EXHIBIT "A" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert legal description for City Property. 221762v2 EXHIBIT `B" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert legal description for EDA Property. 10 221762v2 EXHIBIT "C" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert legal description for Deephaven Property. 11 221762v2 EXHIBIT "D" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert depiction of Easement Area. 12 221762v2 EXHIBIT "E" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert depiction of Parking Easement. 13 221762v2 MORTGAGE HOLDER CONSENT TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT , a , which holds a mortgage on all or part of the subject property more particularly described in the foregoing Cross Parking and Access Easement Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number ; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Cross Parking and Access Easement Agreement. Dated this day of , 2022. Its STATE OF MINNESOTA ) )ss. COUNTY OF ) name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of 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 777 14 221762v2 MAINTENANCE AGREEMENT This MAINTENANCE AGREEMENT ("Agreement") is made as of , 2022 by, between, and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), the CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY, a public body corporate and politic under the laws of the State of Minnesota (EDA"), and DEEPHAVEN DEVELOPMENT LLC, a Minnesota limited liability company ("Deephaven"). RECITALS WHEREAS, the City owns the tract of land described on Exhibit "A" attached hereto ("City Property"); and WHEREAS, the EDA owns the tract of land described on Exhibit "B" attached hereto ("EDA Property"); and WHEREAS, Deephaven owns the tract of land described on Exhibit "C" attached hereto ("Deephaven Property"); and WHEREAS, the parties have entered into a Cross Parking and Access Easement Agreement dated , 2022 and recorded with the Wright County Recorder on , 2022 as Document No. ("Easement Agreement"); and WHEREAS, as a condition of the Easement Agreement and pursuant to paragraph 3. 1.1 of the Easement Agreement, said parties are to enter into a separate agreement for maintenance of the parking areas and ingress and egress areas by vehicular and pedestrian traffic as depicted on Exhibit "D" attached hereto ("Easement Areas"); and WHEREAS, as part of this Agreement, the parties desire to establish the responsibilities of each party for the operation and maintenance of the Easement Areas. NOW THEREFORE, in consideration of the mutual covenants contained herein and for other good and valuable consideration, the City, the EDA, and Deephaven agree as follows: 1. SCOPE OF SERVICES. Deephaven has secured quotes for the maintenance services to be performed over the Easement Areas. The parties hereto agree to provide the services and apportion the fees for those services as provided in the Scope of Services attached hereto as Exhibit "E". Deephaven shall annually, prior to June 1, provide to the City the quote for apportionment of fees, based on the square footage of each lot accordingly. 2. REQUIRED MAINTENANCE CONDITION. The Easement Area must at all times be maintained in accordance with applicable City standards for public parking, including acceptable pavement condition, stall striping, accessibility standards, and landscaping requirements. 221sosv2 3. TERMS AND CONDITIONS OF THE AGREEMENT. Except as provided herein, the Agreement, and all its terms and conditions, shall remain in full force and effect for as long as the Cross Parking and Access Easement Agreement remains in force. 4. RECITALS. The Recitals set forth above are hereby incorporated in this Agreement as though they were set forth in the body of this document. All of the definitions set forth in the Recitals shall have the meaning set forth in the Easement Agreement as amended by this Agreement. 4. RECORDING. This Agreement shall run with the land and shall be recorded against the title to each Property described above. IN WITNESS WHEREOF the parties hereto have executed this Amendment as of the day and year first above written. [Remainder of page intentionally left blank. Signature pages follow.] 2 221sosv2 CITY OF MONTICELLO (SEAL) m STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 3 221sosv2 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY M. STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Steve Johnson, Its President Its The foregoing instrument was acknowledged before me this day of , 2022, by Steve Johnson and by , respectively the President and of the City of Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the entity. Notary Public 4 221sosv2 DEEPHAVEN DEVELOPMENT LLC Mark D. Buchholz, its Manager STATE OF MINNESOTA ) (Ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2022, by Mark D. Buchholz, the Manager of Deephaven Development LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL KNUTSON ProfessionalAssociation Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 777 221805v2 EXHIBIT "A" TO MAINTENANCE AGREEMENT Insert legal description for City Property. 221sosv2 EXHIBIT `B" TO MAINTENANCE AGREEMENT Insert legal description for EDA Property. 221sosv2 EXHIBIT "C" TO MAINTENANCE AGREEMENT Insert legal description for Deephaven Property. 221sosv2 EXHIBIT "D" TO MAINTENANCE AGREEMENT Insert depiction of Easement Area. 221sosv2 EXHIBIT "E" TO MAINTENANCE AGREEMENT Insert scope of services. 10 221sosv2 MORTGAGE HOLDER CONSENT TO MAINTENANCE AGREEMENT , a , which holds a mortgage on all or part of the subject property more particularly described in the foregoing Cross Parking and Access Easement Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number ; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Cross Parking and Access Easement Agreement. Dated this day of , 2022. Its STATE OF MINNESOTA ) )ss. COUNTY OF ) name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of 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 777 11 22is05v2 ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2022 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NA�rS -• on Julv 1.2022 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 4 06/08/22 12:53 911 Abandoned 2022045222 06/16/22 10:56 911 Abandoned 2022047900 06/17/22 07:43 911 Abandoned 2022048184 06/20/2214:11 911 Abandoned 2022049366 911 Hang-up Total: 25 911 911 911 911 06/02/22 07:06 911 Hang-up 2022043184 911 06/03/2214:36 911 Hang-up 2022043659 911 06/03/2219:12 911 Hang-up 2022043770 911 06/03/22 20:44 911 Hang-up 2022043802 911 06/07/22 08:33 911 Hang-up 2022044814 911 06/08/2218:10 911 Hang-up 2022045344 911 06/08/22 20:38 911 Hang-up 2022045387 911 06/08/22 22:01 911 Hang-up 2022045412 911 06/09/2210:32 911 Hang-up 2022045513 911 06/09/22 16:08 911 Hang-up 2022045629 911 06/09/22 18:27 911 Hang-up 2022045692 911 06/09/22 21:29 911 Hang-up 2022045762 911 06/14/2212:52 911 Hang-up 2022047286 911 06/16/2211:26 911 Hang-up 2022047906 911 06/18/22 13:40 911 Hang-up 2022048640 911 06/18/22 21:08 911 Hang-up 2022048791 911 06/20/22 20:49 911 Hang-up 2022049505 911 06/20/22 23:04 911 Hang-up 2022049532 911 06/21/22 21:38 911 Hang-up 2022049816 911 06/22/22 22:22 911 Hang-up 2022050065 911 06/25/22 19:18 911 Hang-up 2022050950 911 06/26/2218:34 911 Hang-up 2022051196 911 06/30/2210:57 911 Hang-up 2022052379 911 06/30/2216:34 911 Hang-up 2022052497 911 06/30/2219:10 911 Hang-up 2022052541 911 911 Hang-up; 911 Abandoned Total: 1 06/17/22 19:51 911 Hang-up; 911 2022048424 911 911 Hang-up; Domestic Disturbance Total: 1 06/15/22 22:04 911 Hang-up; Domestic 2022047767 Domestic Disturbance WP22014988 911 911 Hang-up; Fire - Vehicle Total: 1 06/06/22 10:22 911 Hang-up; Fire - 2022044513 911 Page 1 of 28 Incident Start Date/Time Initial Call CFS # Final Incident 911 Hang-up; Traffic - Hazard Total: 1 06/07/22 19:07 911 Hang-up; Traffic - 2022045029 911 Open Line Total: 52 Case Number How Reported 911 06/01/22 21:12 911 Open Line 2022043116 911 06/03/22 04:53 911 Open Line 2022043532 911 06/03/22 12:08 911 Open Line 2022043606 911 06/03/22 20:40 911 Open Line 2022043800 911 06/05/22 09:29 911 Open Line 2022044209 911 06/05/22 14:00 911 Open Line 2022044269 911 06/05/22 16:38 911 Open Line 2022044320 911 06/05/22 16:52 911 Open Line 2022044328 911 06/06/22 03:53 911 Open Line 2022044453 911 06/06/22 19:19 911 Open Line 2022044706 911 06/07/22 08:13 911 Open Line 2022044808 911 06/07/22 11:59 911 Open Line 2022044869 911 06/07/22 13:56 911 Open Line 2022044902 911 06/07/22 20:37 911 Open Line 2022045045 911 06/08/22 19:55 911 Open Line 2022045374 911 06/09/22 13:59 911 Open Line 2022045575 911 06/09/22 21:38 911 Open Line 2022045765 911 06/09/22 21:48 911 Open Line 2022045772 911 06/12/22 10:44 911 Open Line 2022046587 911 06/12/22 11:48 911 Open Line 2022046604 911 06/12/22 20:21 911 Open Line 2022046758 911 06/13/22 13:11 911 Open Line 2022046927 911 06/13/22 14:25 911 Open Line 2022046967 911 06/13/22 14:39 911 Open Line 2022046973 911 06/13/22 22:21 911 Open Line 2022047130 911 06/14/22 17:48 911 Open Line 2022047383 911 06/14/22 18:59 911 Open Line 2022047412 911 06/15/22 16:24 911 Open Line 2022047668 911 06/16/22 13:04 911 Open Line 2022047936 911 06/16/22 18:22 911 Open Line 2022048047 911 06/16/22 19:12 911 Open Line 2022048066 911 06/18/22 11:21 911 Open Line 2022048593 911 06/18/22 15:54 911 Open Line 2022048683 911 06/18/22 16:13 911 Open Line 2022048694 911 06/18/22 21:01 911 Open Line 2022048789 911 06/19/22 13:54 911 Open Line 2022048996 911 06/20/22 08:42 911 Open Line 2022049261 911 06/22/22 11:51 911 Open Line 2022049919 911 06/23/22 00:52 911 Open Line 2022050091 911 06/23/22 17:15 911 Open Line 2022050271 911 06/24/22 07:19 911 Open Line 2022050432 911 06/25/22 07:20 911 Open Line 2022050769 911 Page 2 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/27/22 12:08 911 Open Line 2022051362 Agency Assist 911 06/27/22 14:56 911 Open Line 2022051403 Phone 911 06/27/22 17:52 911 Open Line 2022051484 Assist 911 06/27/22 23:08 911 Open Line 2022051574 2022045704 911 06/28/22 10:27 911 Open Line 2022051698 06/15/22 04:04 911 06/28/22 17:58 911 Open Line 2022051851 WP22014895 911 06/29/22 15:24 911 Open Line 2022052088 Agency 911 06/29/22 15:36 911 Open Line 2022052093 Agency Assist 911 06/30/22 20:06 911 Open Line 2022052558 Phone 911 06/30/22 20:46 911 Open Line 2022052570 Assist 911 911 Open Line; Check Welfare Total: 1 06/20/22 17:30 911 Open Line; Check 2022049434 Medical - Heat Exposure WP22015536 911 911 Open Line; MVA - No Injuries Total: 2 WP22015227 06/01/22 07:16 911 Open Line; MVA - 2022042851 MVA - No Injuries WP22013323 911 06/23/22 18:11 911 Open Line; MVA - 2022050288 Alarm; Commercial Fire Alarm Total: 1 911 Abandoned Vehicle Total: 3 06/24/22 09:15 06/17/22 09:24 Abandoned Vehicle 2022048204 Abandoned Vehicle WP22015124 Phone 06/27/22 06:59 Abandoned Vehicle 2022051297 Abandoned Vehicle WP22016160 Phone 06/28/22 15:28 Abandoned Vehicle 2022051799 Abandoned Vehicle WP22016320 Phone Abuse Total: 2 06/16/22 12:58 Abuse 2022047934 Vulnerable Adult WP22015037 Phone 06/22/2219:56 Abuse 2022050027 Abuse WP22015734 911 Agency Assist Total: 8 06/01/22 12:38 Agency Assist 2022042956 Agency Assist WP22013356 Phone 06/03/22 12:59 Agency Assist 2022043623 Agency Assist WP22013583 Phone 06/03/22 16:49 Agency Assist 2022043726 Agency Assist WP22013625 Phone 06/09/22 18:45 Agency Assist 2022045704 Agency Assist WP22014307 Phone 06/15/22 04:04 Agency Assist 2022047521 Agency Assist WP22014895 Phone 06/16/22 17:35 Agency Assist 2022048037 Agency Assist WP22015068 Phone 06/18/22 01:32 Agency Assist 2022048509 Agency Assist WP22015221 Phone 06/28/22 13:51 Agency Assist 2022051764 Agency Assist WCID22016309'hone Alarm Total: 2 06/18/22 02:08 Alarm 2022048513 Alarm WP22015227 911 06/30/22 03:20 Alarm 2022052288 Phone Alarm; Commercial Fire Alarm Total: 1 06/24/22 09:15 Alarm; Commercial Fire 2022050447 Phone Animal Total: 18 06/04/2211:29 Animal 2022043944 Phone 06/04/22 20:08 Animal 2022044094 Animal WP22013780 Phone 06/06/2215:12 Animal 2022044607 Animal WP22013946 911 06/07/2210:30 Animal 2022044846 Animal WP22014027 Phone 06/08/2215:34 Animal 2022045280 Animal WP22014178 911 Page 3 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/10/2213:38 Animal 2022045944 Animal WP22014377 Phone 06/11/22 00:13 Animal 2022046179 Animal WP22014448 Phone 06/15/2219:41 Animal 2022047723 Check Welfare 06/14/22 20:45 Phone 06/16/2212:18 Animal 2022047921 Animal WP22015029 Phone 06/18/2217:25 Animal 2022048719 Check Welfare 06/18/22 23:11 Phone 06/20/2212:50 Animal 2022049336 Animal WP22015493 Phone 06/20/2213:19 Animal 2022049347 Animal WP22015500 911 06/21/2211:10 Animal 2022049644 Animal WP22015608 Phone 06/23/2217:41 Animal 2022050278 Animal WP22015819 911 06/24/2211:52 Animal 2022050492 Animal WP22015887 Phone 06/25/2212:40 Animal 2022050830 Animal WP22016010 Phone 06/29/2213:13 Animal 2022052054 Animal WP22016425 Phone 06/29/22 16:15 Animal 2022052112 Gopher State One BP22005938 911 Animal - Barking Dog Total: 2 06/02/22 22:26 Animal - Barking Dog 2022043501 Animal - Barking Dog WP22013538 Phone 06/04/22 21:19 Animal - Barking Dog 2022044117 Animal - Barking Dog WP22013781 Phone Animal - Bites - Attacks Total: 1 06/09/22 22:01 Animal - Bites - Attacks 2022045775 Animal - Bites - Attacks WP22014317 Phone Animal; Dispatch - CAD - Addressing Problems Total: 1 06/02/22 21:30 Animal; Dispatch -CAD 2022043482 Animal Assault Total: 2 06/03/22 22:28 Assault 06/27/2215:10 Assault Burglary Total: 1 06/30/22 21:29 Burglary Check Welfare Total: 26 06/02/22 09:44 Check Welfare 06/03/22 18:30 Check Welfare 06/05/22 08:16 Check Welfare 06/08/22 09:17 Check Welfare 06/09/22 16:48 Check Welfare 06/10/22 08:50 Check Welfare 06/11/22 00:01 Check Welfare 06/12/22 14:58 Check Welfare 06/13/22 21:14 Check Welfare 06/14/22 13:08 Check Welfare 06/14/22 20:45 Check Welfare 06/14/22 21:49 Check Welfare 06/16/22 12:28 Check Welfare 06/17/22 09:40 Check Welfare 06/17/22 21:47 Check Welfare 06/18/22 18:04 Check Welfare 06/18/22 23:11 Check Welfare 2022043830 2022051407 2022052586 2022043214 2022043761 2022044198 2022045155 2022045642 2022045852 2022046177 2022046669 2022047112 2022047293 2022047440 2022047459 2022047925 2022048212 2022048448 2022048736 2022048831 Assault Juvenile - Complaint Burglary Probation Check Medical - Psychiatric - Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Missing Person Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare WP22013533 Phone WP22013664 Phone WP22016201 Phone WP22016603 WP22013440 Phone WP22013636 911 WP22013818 911 WP22014124 Officer WP22014294 Phone WP22014345 Phone WP22014446 Phone WP22014618 Phone WP22014758 Phone WP22014820 Phone WP22014863 Phone WP22014871 Phone WP22015030 Phone WP22015125 Phone WP22015196 911 WP22015285 911 WP22015311 Phone Page 4 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/20/22 11:54 Check Welfare 2022049313 Check Welfare WP22015480 911 06/20/22 12:35 Check Welfare 2022049329 Death Investigation - WP22015490 Phone 06/23/22 22:11 Check Welfare 2022050359 Check Welfare WP22015844 911 06/24/22 07:17 Check Welfare 2022050430 Check Welfare WP22015866 Phone 06/24/22 17:44 Check Welfare 2022050603 Check Welfare WP22015928 911 06/26/22 08:53 Check Welfare 2022051082 Check Welfare WP22016070 Phone 06/26/22 09:35 Check Welfare 2022051088 Check Welfare WP22016073 911 06/29/22 07:13 Check Welfare 2022051973 Check Welfare WP22016387 Phone 06/29/22 20:40 Check Welfare 2022052207 Check Welfare WP22016479 Phone Citizen Aid Total: 15 06/03/22 16:56 Citizen Aid 06/04/22 17:16 Citizen Aid 06/07/22 17:44 Citizen Aid 06/08/22 06:25 Citizen Aid 06/09/22 00:15 Citizen Aid 06/15/22 09:57 Citizen Aid 06/16/22 19:16 Citizen Aid 06/17/22 09:44 Citizen Aid 06/20/22 21:57 Citizen Aid 06/22/22 20:21 Citizen Aid 06/24/22 15:53 Citizen Aid 06/26/22 10:47 Citizen Aid 06/27/22 19:24 Citizen Aid 06/29/22 15:38 Citizen Aid 06/29/22 17:21 Citizen Aid Civil Complaint Total: 22 06/01/22 18:43 Civil Complaint 06/04/22 09:19 Civil Complaint 06/09/22 11:59 Civil Complaint 06/10/22 13:42 Civil Complaint 06/11/22 10:12 Civil Complaint 06/12/22 09:45 Civil Complaint 06/13/22 16:28 Civil Complaint 06/14/22 11:15 Civil Complaint 06/15/22 11:21 Civil Complaint 06/16/22 12:58 Civil Complaint 06/17/22 01:48 Civil Complaint 06/18/22 15:28 Civil Complaint 06/19/22 20:34 Civil Complaint 06/19/22 20:59 Civil Complaint 06/20/22 09:16 Civil Complaint 06/20/22 13:05 Civil Complaint 06/25/22 13:49 Civil Complaint 06/25/22 21:35 Civil Complaint 06/26/22 20:58 Civil Complaint 2022043728 2022044034 2022044992 2022045115 2022045437 2022047566 2022048070 2022048214 2022049517 2022050039 2022050567 2022051100 2022051519 2022052095 2022052142 2022043071 2022043908 2022045539 2022045945 2022046241 2022046577 2022047017 2022047261 2022047592 2022047935 2022048165 2022048670 2022049158 2022049167 2022049268 2022049341 2022050848 2022050997 2022051233 Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Missing Person Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Civil Complaint Suspicious - Circumstances Civil Complaint Civil Complaint WP22013626 911 WP22013736 Phone WP22014068 Phone WP22014111 911 WP22014224 Officer WP22014909 Phone WP22015083 Phone WP22015126 911 WP22015564 Phone WP22015739 Phone WP22015913 Phone Phone WP22016232 Phone WP22016443 Phone WP22016458 Phone WP22013395 Phone WP22013695 Phone WP22014262 Phone WP22014378 Phone WP22014471 Phone WP22014586 Phone WP22014724 Phone WP22014808 Phone WP22014918 Phone WP22015036 911 WP22015114 Phone WP22015269 Phone WP22015420 Phone WP22015425 Phone WP22015460 Phone WP22015497 911 WP22016014 Phone WP22016046 Phone WP22016127 911 Page 5 of 28 Incident Start Date/Time Initial Call CFS # Final Incident 06/27/22 19:53 Civil Complaint 2022051528 Civil Complaint 06/29/22 12:47 Civil Complaint 2022052047 Trespass 06/29/22 20:55 Civil Complaint 2022052215 Civil Complaint Civil Complaint; Check Welfare Total: 1 06/08/22 21:20 Civil Complaint; Check 2022045399 Civil Complaint Civil Process Total: 60 06/01/22 09:14 Civil Process 2022042884 06/01/22 09:28 Civil Process 2022042888 06/01/22 12:23 Civil Process 2022042952 06/01/22 15:44 Civil Process 2022043018 06/01/22 16:01 Civil Process 2022043023 06/02/22 11:23 Civil Process 2022043247 06/03/22 13:51 Civil Process 2022043645 06/03/22 14:36 Civil Process 2022043660 06/03/22 15:08 Civil Process 2022043673 06/06/22 12:10 Civil Process 2022044543 06/06/22 15:28 Civil Process 2022044618 06/06/22 16:15 Civil Process 2022044635 06/07/22 11:48 Civil Process 2022044863 06/07/22 14:06 Civil Process 2022044906 06/07/22 16:27 Civil Process 2022044955 06/08/22 08:10 Civil Process 2022045133 06/08/22 10:40 Civil Process 2022045174 06/08/22 11:53 Civil Process 2022045197 06/09/22 09:15 Civil Process 2022045497 06/09/22 09:27 Civil Process 2022045498 06/09/22 15:24 Civil Process 2022045614 06/09/22 15:25 Civil Process 2022045615 06/09/22 15:38 Civil Process 2022045620 06/09/22 20:20 Civil Process 2022045742 06/10/22 08:47 Civil Process 2022045851 06/10/22 09:44 Civil Process 2022045865 06/10/22 10:28 Civil Process 2022045877 06/13/22 12:08 Civil Process 2022046907 06/13/22 12:47 Civil Process 2022046918 06/14/22 08:51 Civil Process 2022047214 06/14/22 09:12 Civil Process 2022047219 06/14/22 09:36 Civil Process 2022047230 06/14/22 10:05 Civil Process 2022047241 06/14/22 10:37 Civil Process 2022047251 06/14/22 11:03 Civil Process 2022047259 06/14/22 13:12 Civil Process 2022047294 06/14/22 15:12 Civil Process 2022047333 06/14/22 16:04 Civil Process 2022047352 06/16/22 09:52 Civil Process 2022047881 Citizen Aid Case Number How Reported WP22016235 911 WP22016423 Phone WP22016482 Phone WP22014219 911 Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer WP22014792 Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Page 6 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/16/22 10:10 Civil Process 2022047883 Officer 06/16/22 11:13 Civil Process 2022047902 Officer 06/16/22 14:27 Civil Process 2022047963 Officer 06/16/22 14:50 Civil Process 2022047971 Officer 06/16/22 14:53 Civil Process 2022047975 Phone 06/16/22 15:15 Civil Process 2022047983 Officer 06/16/22 15:29 Civil Process 2022047988 Officer 06/16/22 15:37 Civil Process 2022047990 Officer 06/17/22 08:04 Civil Process 2022048186 Officer 06/17/22 08:15 Civil Process 2022048191 Officer 06/17/22 13:23 Civil Process 2022048285 Officer 06/17/22 14:48 Civil Process 2022048312 Phone 06/27/22 14:52 Civil Process 2022051399 Officer 06/28/22 09:04 Civil Process 2022051670 Officer 06/28/22 10:30 Civil Process 2022051700 Officer 06/28/22 10:58 Civil Process 2022051711 Officer 06/30/22 08:38 Civil Process 2022052327 Officer 06/30/22 10:21 Civil Process 2022052364 Officer 06/30/22 10:37 Civil Process 2022052372 Officer 06/30/22 14:36 Civil Process 2022052452 Officer 06/30/22 16:19 Civil Process 2022052488 Officer Commercial Fire Alarm Total: 1 06/27/22 13:24 Commercial Fire Alarm 2022051379 Phone Commercial General Alarm Total: 22 06/10/22 18:18 Commercial General 2022046045 Phone 06/11/22 09:44 Commercial General 2022046232 Phone 06/11/22 17:28 Commercial General 2022046379 Phone 06/12/22 01:58 Commercial General 2022046527 Phone 06/12/22 03:44 Commercial General 2022046541 Commercial General Alarm WP22014574 Phone 06/12/22 08:13 Commercial General 2022046562 Phone 06/12/22 14:49 Commercial General 2022046666 Phone 06/12/22 17:14 Commercial General 2022046706 Phone 06/16/22 02:58 Commercial General 2022047813 Phone 06/17/22 03:50 Commercial General 2022048173 Phone 06/17/22 22:14 Commercial General 2022048462 Commercial General Alarm WP22015201 Phone 06/19/22 18:16 Commercial General 2022049108 Phone 06/20/22 00:24 Commercial General 2022049207 Phone 06/20/22 19:24 Commercial General 2022049476 Phone 06/21/22 21:01 Commercial General 2022049807 Phone 06/23/22 07:48 Commercial General 2022050131 Phone 06/25/22 17:01 Commercial General 2022050908 Phone 06/26/22 23:56 Commercial General 2022051261 Commercial General Alarm WP22016139 Phone 06/28/22 06:06 Commercial General 2022051623 Phone 06/28/22 22:19 Commercial General 2022051932 Phone 06/29/22 22:48 Commercial General 2022052246 Phone Page 7 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/30/22 23:14 Commercial General 2022052629 Phone Commercial General Alarm; Dispatch - CAD - Addressing Problems Total: 1 06/17/22 21:41 Commercial General 2022048445 Phone Court Order Violation Total: 4 06/02/22 15:44 Court Order Violation 2022043360 06/02/22 23:13 Court Order Violation 2022043514 06/07/22 17:26 Court Order Violation 2022044981 06/19/22 00:36 Court Order Violation 2022048853 Criminal Damage to Property Total: 7 Court Order Violation Court Order Violation Court Order Violation Court Order Violation WP22013495 Phone WP22013544 WP22014065 Phone WP22015322 Phone 06/02/22 15:08 Criminal Damage to 2022043347 Suspicious - Circumstances WP22013487 Phone 06/06/22 19:26 Criminal Damage to 2022044709 Criminal Damage to Property WP22013986 Phone 06/15/22 16:50 Criminal Damage to 2022047677 Criminal Damage to Property WP22014957 Phone 06/17/22 11:59 Criminal Damage to 2022048260 Criminal Damage to Property WP22015140 Phone 06/17/22 19:58 Criminal Damage to 2022048425 Gopher State One BP22005527 Phone 06/19/22 00:24 Criminal Damage to 2022048847 Criminal Damage to Property WP22015326 911 06/24/22 20:40 Criminal Damage to 2022050645 MVA - No Injuries WP22015947 Phone CSC Sex Offense Total: 2 06/14/22 23:22 Domestic Disturbance 06/02/22 16:19 CSC Sex Offense 2022043371 CSC Sex Offense WP22013499 Phone 06/21/22 11:26 CSC Sex Offense 2022049648 CSC Sex Offense WP22015611 Phone Disabled Vehicle Total: 3 2022051273 06/28/22 01:16 Domestic 06/23/22 17:33 Disabled Vehicle 2022050277 911 06/25/22 21:21 Disabled Vehicle 2022050986 Disabled Vehicle WP22016047 911 06/30/22 09:55 Disabled Vehicle 2022052352 Phone Disorderly Total: 2 06/16/22 10:01 Disorderly 2022047882 Unwanted Person WP22015019 911 06/19/2218:24 Disorderly 2022049115 Disorderly WP22015404 911 Domestic Disturbance Total: 14 06/01/22 15:55 Domestic Disturbance 2022043022 06/02/22 07:09 Domestic Disturbance 2022043185 06/03/22 20:02 Domestic Disturbance 2022043789 06/04/22 21:06 Domestic Disturbance 2022044112 06/05/22 06:12 Domestic Disturbance 2022044183 06/05/22 21:53 Domestic Disturbance 2022044409 06/09/22 22:56 Domestic Disturbance 2022045786 06/09/22 23:21 Domestic Disturbance 2022045791 06/13/22 16:48 Domestic Disturbance 2022047025 06/14/22 23:22 Domestic Disturbance 2022047484 06/19/22 11:18 Domestic Disturbance 2022048943 06/26/22 20:34 Domestic Disturbance 2022051224 06/27/22 01:58 Domestic Disturbance 2022051273 06/28/22 01:16 Domestic Disturbance 2022051589 Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Noise Domestic Disturbance Noise Assault Domestic Disturbance Noise Check Welfare WP22013374 911 WP22013425 911 WP22013645 911 WP22013774 Phone WP22013815 Phone WP22013876 911 WP22014320 911 WP22014322 911 WP22014730 911 WP22014882 911 WP22015356 911 WP22016122 911 WP22016144 911 WP22016257 911 Page 8 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Drugs Total: 8 06/02/2210:38 Drugs 2022043233 Drugs WP22013445 Phone 06/02/2219:58 Drugs 2022043458 Drugs WP22013525 Phone 06/07/22 21:20 Drugs 2022045057 Drugs WP22014093 911 06/10/2217:10 Drugs 2022046020 Drugs WP22014404 Phone 06/10/22 22:11 Drugs 2022046140 Drugs WP22014434 Phone 06/17/22 08:26 Drugs 2022048194 Drugs WP22015120 Phone 06/18/22 23:03 Drugs 2022048829 Drugs WP22015309 911 06/21/2215:57 Drugs 2022049719 Drugs WP22015637 Phone Dumping Total: 1 06/30/2210:37 Dumping 2022052371 Dumping WP22016520 Phone Extra Patrol Total: 1 06/13/22 16:26 Extra Patrol 2022047016 Phone Fight Total: 1 06/22/2216:39 Fight 2022049987 Fight WP22015723 Phone Fire - Elevator Rescue Total: 1 06/22/22 21:28 Fire - Elevator Rescue 2022050052 911 Fire - Gas Leak Total: 1 06/19/22 21:04 Fire - Gas Leak 2022049169 Fire - Gas Leak WP22015426 911 Fire - Grass Total: 1 06/11/22 20:04 Fire - Grass 2022046443 Fire - Grass WP22014534 911 Fire - Other Total: 2 06/04/22 19:34 Fire - Other 2022044082 Fire - Other WP22013755 Phone 06/24/22 09:16 Fire - Other 2022050448 Disorderly WP22015870 Phone Fire - Special Rescue Total: 1 06/08/22 11:21 Fire - Special Rescue 2022045187 Fire - Special Rescue WP22014141 911 Fireworks Total: 4 06/04/22 00:01 Fireworks 2022043862 Fireworks WP22013673 Phone 06/16/2219:16 Fireworks 2022048069 Fireworks WP22015084 911 06/18/22 22:00 Fireworks 2022048804 Fireworks WP22015302 Phone 06/18/22 22:21 Fireworks 2022048813 Fireworks WP22015306 Phone Found Body Total: 1 06/15/22 13:41 Found Body 2022047627 Death Investigation - Natural WP22014936 911 Found Body; Dispatch - CAD - Addressing Problems Total: 1 06/27/22 04:20 Found Body; Dispatch - 2022051279 Death Investigation - Natural WP22016146 911 Found Person Total: 1 06/04/22 18:51 Found Person 2022044069 Found Person WP22013749 Phone Fraud - Checks - Cards Total: 5 Page 9 of 28 Incident Start Date/Time 06/02/22 14:19 06/08/22 13:56 06/13/22 10:38 06/17/22 12:24 06/18/22 16:19 Initial Call CFS # Fraud - Checks - Cards 2022043320 Fraud - Checks - Cards 2022045245 Fraud - Checks - Cards 2022046885 Fraud - Checks - Cards 2022048269 Fraud - Checks - Cards 2022048700 Final Incident Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Civil Complaint Case Number How Reported WP22013481 Phone WP22014166 Phone WP22014683 Phone WP22015143 Phone WP22015277 911 Fraud - Forgery Total: 1 2022043266 Harassment 06/09/22 14:20 Fraud - Forgery 2022045581 Fraud - Forgery WP22014278 911 Fraud - Internet Total: 1 Harassment WP22014259 06/29/22 16:38 Fraud - Internet 2022052124 Fraud - Internet WP22016452 Phone Funeral Escort Total: 2 WP22015644 Phone 06/01/2211:24 Funeral Escort 2022042936 Phone 06/09/22 10:36 Funeral Escort 2022045517 Phone Gopher State One Total: 1 WP22014980 Phone 06/28/22 12:34 Gopher State One 2022051739 Phone Gun Incident Total: 1 WP22016215 Phone 06/08/22 15:55 Gun Incident 2022045285 Gun Incident WP22014181 911 Harassment Total: 4 06/02/2212:13 Harassment 2022043266 Harassment WP22013456 911 06/09/2211:11 Harassment 2022045525 Harassment WP22014259 Phone 06/21/2216:49 Harassment 2022049735 Harassment WP22015644 Phone 06/22/2213:07 Harassment 2022049926 Harassment WP22015703 Phone Indecent Exposure Total: 1 Trespass WP22014980 Phone 06/16/22 16:27 06/27/2217:03 Indecent Exposure 2022051460 Indecent Exposure WP22016215 Phone Info Total: 5 06/08/22 15:07 Info 2022045271 Officer 06/16/22 00:55 Info 2022047801 Phone 06/18/22 11:44 Info 2022048603 Phone 06/21/22 13:26 Info 2022049687 Phone 06/28/22 10:18 Info 2022051694 Phone Intoxicated Person Total: 1 WP22014656 Phone 06/14/22 10:54 Intoxicated Person 2022047255 Disorderly WP22014803 911 Juvenile - Complaint Total: 11 06/07/22 22:13 Juvenile - Complaint 2022045072 Juvenile - Complaint WP22014098 Phone 06/09/22 15:42 Juvenile - Complaint 2022045622 Juvenile - Complaint WP22014288 Phone 06/12/22 21:24 Juvenile - Complaint 2022046778 Juvenile - Complaint WP22014656 Phone 06/15/22 20:54 Juvenile - Complaint 2022047747 Trespass WP22014980 Phone 06/16/22 16:27 Juvenile - Complaint 2022048013 Juvenile - Complaint WP22015062 Phone 06/25/22 18:49 Juvenile - Complaint 2022050936 Juvenile - Complaint WP22016033 Phone 06/28/22 21:04 Juvenile - Complaint 2022051904 Juvenile - Complaint WP22016357 Phone 06/29/22 14:06 Juvenile - Complaint 2022052067 Juvenile - Complaint WP22016430 Phone Page 10 of 28 Incident Start Date/Time Initial Call CFS # 06/30/22 19:09 Juvenile - Complaint 2022052539 06/30/22 19:28 Juvenile - Complaint 2022052545 06/30/22 21:38 Juvenile - Complaint 2022052590 Juvenile - Runaway Total: 1 Lost - Found 06/18/22 22:29 Juvenile - Runaway 2022048818 Lift Assist Total: 3 2022047982 06/08/22 07:24 Lift Assist 2022045123 06/18/22 16:33 Lift Assist 2022048706 06/27/22 06:48 Lift Assist 2022051292 Lock Out - Lock In Total: 2 Final Incident Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Runaway 06/14/22 16:07 Lock Out - Lock In 2022047353 Citizen Aid 06/20/22 11:20 Lock Out - Lock In 2022049298 Lock Out - Lock In Lock Out - Lock In; Civil Complaint Total: 1 06/07/22 01:55 Lock Out - Lock In; Civil 2022044787 Civil Complaint Lost - Found Property Total: 8 06/05/22 21:11 Lost - Found Property 2022044396 06/07/22 02:15 Lost - Found Property 2022044789 06/12/22 14:12 Lost - Found Property 2022046651 06/16/22 09:24 Lost - Found Property 2022047871 06/16/22 15:14 Lost - Found Property 2022047982 06/21/22 00:03 Lost - Found Property 2022049558 06/23/22 10:58 Lost - Found Property 2022050179 06/25/22 13:58 Lost - Found Property 2022050850 Medical - Abdominal Pain Total: 1 06/12/22 21:42 Medical - Abdominal 2022046787 Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Traffic - Hazard Lost - Found Property Lost - Found Property Medical - Bleeding - Lacerations Total: 2 06/14/22 23:31 Medical - Bleeding - 2022047487 Medical - Bleeding - 06/17/22 20:07 Medical - Bleeding - 2022048429 Medical - Breathing Problems Total: 6 06/13/22 21:52 Medical - Breathing 2022047126 06/16/22 05:00 Medical - Breathing 2022047820 06/17/22 14:55 Medical - Breathing 2022048318 06/18/22 13:36 Medical - Breathing 2022048636 06/23/22 09:32 Medical - Breathing 2022050152 06/24/22 02:08 Medical - Breathing 2022050400 Medical - Carbon Monoxide Inhalation Total: 4 06/12/22 23:48 Medical - Carbon 2022046811 06/14/22 08:24 Medical - Carbon 2022047204 06/19/22 15:03 Medical - Carbon 2022049025 06/20/22 19:52 Medical - Carbon 2022049484 Case Number How Reported WP22016589 911 WP22016584 Phone WP22016601 Phone WP22015308 911 911 911 WP22014837 Phone WP22015474 911 WP22013871 WP22014009 Officer WP22014612 911 WP22015015 WP22015049 WP22015580 911 WP22015776 WP22016019 Phone WP22014886 911 911 911 911 911 911 911 911 911 911 Phone 911 Page 11 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Chest Pain Total: 2 06/07/22 08:18 Medical - Chest Pain 2022044810 911 06/22/22 21:06 Medical - Chest Pain 2022050046 911 Medical - Diabetic Total: 1 06/30/22 14:38 Medical - Diabetic 2022052453 911 Medical - Fall Under 6 Feet Total: 17 06/03/22 02:58 Medical - Fall Under 6 2022043526 911 06/03/22 16:20 Medical - Fall Under 6 2022043713 911 06/05/22 15:46 Medical - Fall Under 6 2022044302 911 06/06/22 21:28 Medical - Fall Under 6 2022044748 911 06/07/22 14:43 Medical - Fall Under 6 2022044920 Phone 06/09/22 20:17 Medical - Fall Under 6 2022045740 911 06/11/22 08:08 Medical - Fall Under 6 2022046218 911 06/11/22 16:52 Medical - Fall Under 6 2022046369 911 06/15/22 13:35 Medical - Fall Under 6 2022047626 911 06/17/22 09:39 Medical - Fall Under 6 2022048211 Citizen Aid WP22015194 911 06/17/22 10:41 Medical - Fall Under 6 2022048230 Medical - Fall Under 6 Feet WP22015141 Phone 06/19/22 08:27 Medical - Fall Under 6 2022048894 911 06/22/22 07:40 Medical - Fall Under 6 2022049878 Phone 06/22/22 17:49 Medical - Fall Under 6 2022050003 911 06/25/22 09:27 Medical - Fall Under 6 2022050784 911 06/28/22 07:15 Medical - Fall Under 6 2022051641 Phone 06/29/22 11:12 Medical - Fall Under 6 2022052024 Phone Medical - Fall Under 6 Feet; Medical - Chest Pain Total: 1 06/03/22 07:02 Medical - Fall Under 6 2022043546 911 Medical - Headache Total: 2 06/03/22 13:55 Medical - Headache 2022043646 911 06/06/22 07:05 Medical - Headache 2022044465 Phone Medical - Heart Problems Total: 3 06/01/22 00:33 Medical - Heart 2022042825 911 06/09/22 14:45 Medical - Heart 2022045593 Phone 06/19/22 14:55 Medical - Heart 2022049020 911 Medical - Non Emergency Transport Total: 3 06/09/22 14:01 Medical - Non 2022045576 911 06/15/22 23:27 Medical - Non 2022047787 Phone 06/24/22 09:00 Medical - Non 2022050445 Phone Medical - Overdose - Poisoning Total: 1 06/15/22 00:27 Medical - Overdose - 2022047500 Medical - Overdose - PoisoninVP22014887 911 Medical - Psychiatric - Behavioral Total: 4 06/05/22 16:16 Medical - Psychiatric - 2022044312 Medical - Psychiatric - WP22013845 911 06/10/22 09:08 Medical - Psychiatric - 2022045857 Medical - Psychiatric - WP22014346 911 Page 12 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/22/22 01:42 Medical - Psychiatric - 2022049855 Medical - Psychiatric - WP22015682 911 06/28/22 22:45 Medical - Psychiatric - 2022051938 Medical - Psychiatric - WP22016370 911 Medical - Psychiatric - Behavioral; Dispatch - CAD - Addressing Problems Total: 2 06/02/22 21:01 Medical - Psychiatric - 2022043473 Medical - Psychiatric - WP22013531 911 06/03/22 22:21 Medical - Psychiatric - 2022043828 Medical - Psychiatric - WP22013663 911 Medical - Seizure Total: 5 06/09/22 23:27 Medical - Seizure 2022045794 06/25/22 10:41 Medical - Seizure 2022050800 06/25/22 10:53 Medical - Seizure 2022050805 06/28/22 11:44 Medical - Seizure 2022051720 06/30/22 20:47 Medical - Seizure 2022052571 Medical - Sick Total: 15 06/02/22 11:58 Medical - Sick 2022043254 06/03/22 08:47 Medical - Sick 2022043566 06/03/22 16:09 Medical - Sick 2022043706 06/06/22 09:04 Medical - Sick 2022044492 06/10/22 17:21 Medical - Sick 2022046025 06/10/22 22:23 Medical - Sick 2022046145 06/11/22 16:58 Medical - Sick 2022046372 06/11/22 18:03 Medical - Sick 2022046388 06/15/22 10:29 Medical - Sick 2022047573 06/15/22 12:29 Medical - Sick 2022047610 06/17/22 08:08 Medical - Sick 2022048187 06/18/22 17:43 Medical - Sick 2022048726 06/20/22 06:29 Medical - Sick 2022049232 06/22/22 09:46 Medical - Sick 2022049896 06/24/22 01:25 Medical - Sick 2022050398 Medical - Stroke Total: 3 06/11/22 17:55 Medical - Stroke 2022046385 06/23/22 09:14 Medical - Stroke 2022050147 06/23/22 20:33 Medical - Stroke 2022050333 Medical - Trauma Total: 1 06/08/22 10:59 Medical - Trauma 2022045178 Medical - Unconscious - Fainting Total: 4 06/01/22 07:26 Medical - Unconscious - 2022042854 06/06/22 19:24 Medical - Unconscious - 2022044708 06/25/22 19:42 Medical - Unconscious - 2022050960 06/28/22 17:01 Medical - Unconscious - 2022051833 Medical - Seizure 911 911 911 911 WP22016596 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Medical - Unconscious - Fainting; Medical - Diabetic Total: 1 06/03/22 20:54 Medical -Unconscious - 2022043805 911 Medical - Unknown Total: 2 06/01/22 14:04 Medical - Unknown 2022042982 911 Page 13 of 28 Incident Start Date/Time Initial Call CFS # Final Incident 06/15/22 23:35 Medical - Unknown 2022047791 Medical - Unknown Motorist Aid Total: 5 06/04/22 00:05 Motorist Aid 2022043865 06/10/22 22:32 Motorist Aid 2022046147 06/12/22 12:14 Motorist Aid 2022046609 06/14/22 18:04 Motorist Aid 2022047388 06/18/22 07:54 Motorist Aid 2022048544 MVA - Car Deer Total: 1 911 06/10/22 03:13 MVA - Car Deer 2022045817 MVA - Car Deer MVA - Hit & Run Total: 4 06/01/22 20:49 MVA - Hit & Run 2022043108 MVA - Hit & Run 06/02/22 14:22 MVA - Hit & Run 2022043324 MVA - Hit & Run 06/11/22 17:26 MVA - Hit & Run 2022046378 MVA - Hit & Run 06/26/22 14:38 MVA - Hit & Run 2022051147 MVA - Hit & Run MVA - Hit & Run; Sign - Signal Repair Total: 1 06/30/22 01:29 MVA - Hit & Run; Sign - 2022052278 DUI MVA - Injuries Total: 7 Case Number How Reported WP22014993 Officer Phone Officer 911 WP22014331 911 WP22013403 WP22013482 911 WP22014513 WP22016092 WP22016499 Officer 06/01/22 20:07 MVA - Injuries 2022043096 Agency Assist WP22013400 911 06/06/22 14:22 MVA - Injuries 2022044584 MVA - Injuries WP22013938 911 06/14/22 14:08 MVA - Injuries 2022047310 Agency Assist WP22014825 911 06/15/22 07:41 MVA - Injuries 2022047537 MVA - Injuries WP22014898 911 06/27/22 11:50 MVA - Injuries 2022051358 MVA - Injuries WP22016181 06/28/22 17:36 MVA - Injuries 2022051846 MVA - Injuries WP22016338 911 06/28/22 20:56 MVA - Injuries 2022051900 Agency Assist WP22016356 911 MVA - No Injuries Total: 22 06/03/22 11:03 MVA - No Injuries 2022043592 MVA - No Injuries WP22013569 06/03/22 14:45 MVA - No Injuries 2022043664 Agency Assist WP22013599 06/08/22 09:06 MVA - No Injuries 2022045150 Citizen Aid WP22014123 06/09/22 06:21 MVA - No Injuries 2022045462 MVA - No Injuries WP22014235 06/09/22 13:06 MVA - No Injuries 2022045561 MVA - No Injuries WP22014270 06/09/22 17:21 MVA - No Injuries 2022045657 MVA - No Injuries WP22014296 911 06/10/22 11:42 MVA - No Injuries 2022045906 MVA - No Injuries WP22014364 911 06/10/22 17:11 MVA - No Injuries 2022046022 911 06/12/22 13:20 MVA - No Injuries 2022046631 MVA - No Injuries WP22014602 911 06/12/22 14:44 MVA - No Injuries 2022046662 MVA - No Injuries WP22014615 911 06/17/22 10:19 MVA - No Injuries 2022048225 MVA - No Injuries WP22015130 06/20/22 11:45 MVA - No Injuries 2022049307 MVA - No Injuries WP22015478 911 06/23/22 07:02 MVA - No Injuries 2022050124 MVA - No Injuries WP22015759 06/24/22 09:26 MVA - No Injuries 2022050451 MVA - No Injuries WP22015873 06/24/22 11:10 MVA - No Injuries 2022050477 MVA - No Injuries WP22015882 06/24/22 14:09 MVA - No Injuries 2022050539 MVA - No Injuries WP22015900 Phone 06/26/22 13:22 MVA - No Injuries 2022051123 Civil Complaint WP22016086 06/26/22 15:54 MVA - No Injuries 2022051164 MVA - No Injuries WP22016101 911 Page 14 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/27/22 16:04 MVA - No Injuries 2022051432 MVA - No Injuries WP22016203 06/17/22 11:08 06/28/22 16:31 MVA - No Injuries 2022051818 MVA - No Injuries WP22016327 911 06/30/22 15:57 MVA - No Injuries 2022052478 MVA - No Injuries WP22016562 2022048497 06/30/22 16:02 MVA - No Injuries 2022052480 MVA - No Injuries WP22016566 Ordinance Violation Neighborhood Dispute Total: 3 Ordinance Violation 2022049356 Ordinance Violation 06/02/22 13:10 Neighborhood Dispute 2022043291 Neighborhood Dispute WP22013468 WP22015856 06/08/22 18:04 Neighborhood Dispute 2022045339 Neighborhood Dispute WP22014197 06/17/22 19:31 Neighborhood Dispute 2022048418 Civil Complaint WP22015187 Noise Total: 12 06/01/22 22:36 Noise 2022043140 Noise WP22013410 911 06/03/22 22:06 Noise 2022043825 Noise WP22013659 06/04/2218:00 Noise 2022044054 Noise WP22013743 06/04/2219:45 Noise 2022044086 Noise WP22013757 06/11/22 21:33 Noise 2022046463 Noise WP22014542 06/13/22 22:30 Noise 2022047132 Noise WP22014763 911 06/15/22 22:47 Noise 2022047780 Noise WP22014991 06/16/22 23:35 Noise 2022048148 Noise WP22015104 911 06/19/22 03:18 Noise 2022048880 Noise WP22015334 06/27/2216:54 Noise 2022051453 Noise WP22016211 06/27/22 20:31 Noise 2022051539 Noise WP22016238 06/30/22 03:57 Noise 2022052294 Noise WP22016501 Off -Road Vehicle Complaint Total: 3 06/07/22 18:57 Off -Road Vehicle 2022045024 Off -Road Vehicle Complaint WP22014081 911 06/07/22 19:11 Off -Road Vehicle 2022045030 Off -Road Vehicle Complaint WP22014084 Phone 06/08/22 13:17 Off -Road Vehicle 2022045233 Off -Road Vehicle Complaint WP22014160 Phone Open Door - Window Total: 2 06/08/22 11:48 Open Door - Window 2022045194 Open Door - Window WP22014142 06/29/22 14:52 Open Door - Window 2022052080 Open Door - Window WP22016436 Ordinance Violation Total: 9 06/03/22 09:20 Ordinance Violation 2022043578 Ordinance Violation WP22013562 06/10/22 22:46 Ordinance Violation 2022046153 Ordinance Violation WPRK22014436 06/17/22 11:08 Ordinance Violation 2022048241 Ordinance Violation WP22015134 06/17/22 23:20 Ordinance Violation 2022048483 Ordinance Violation WPRK22015207 06/18/22 00:11 Ordinance Violation 2022048497 Ordinance Violation WPRK22015215 06/18/22 00:35 Ordinance Violation 2022048501 Ordinance Violation WPRK22015217 06/20/22 13:55 Ordinance Violation 2022049356 Ordinance Violation WP22015503 06/24/22 00:23 Ordinance Violation 2022050391 Ordinance Violation WP22015856 06/29/22 13:44 Ordinance Violation 2022052060 Ordinance Violation WP22016426 Parking Total: 18 06/02/2212:25 Parking 2022043268 Parking WP22013460 06/02/22 20:39 Parking 2022043467 Parking WP22013528 06/03/22 03:27 Parking 2022043528 Parking WP22013550 Phone 06/03/22 08:39 Parking 2022043562 Parking WP22013556 Page 15 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/11/2218:09 Parking 2022046395 Parking WP22014517 911 06/14/2210:27 Parking 2022047248 Parking WP22014799 2022050569 06/14/22 21:53 Parking 2022047462 Parking WP22014874 Residential Medical 06/15/22 08:58 Parking 2022047551 Parking WP22014902 2022045867 06/15/2211:16 Parking 2022047590 Parking WP22014916 06/16/22 21:22 Parking 2022048103 Parking WP22015093 06/19/2218:44 Parking 2022049122 Parking WP22015408 06/20/22 08:31 Parking 2022049258 Parking WP22015456 06/22/2214:51 Parking 2022049956 Parking WP22015713 06/25/2217:06 Parking 2022050911 Parking WP22016031 06/27/22 06:52 Parking 2022051293 Parking WP22016159 06/27/2213:59 Parking 2022051384 Parking WP22016192 06/29/22 22:45 Parking 2022052244 Parking WP22016491 06/30/2219:42 Parking 2022052555 Parking WP22016587 POR Check Total: 1 06/20/22 15:39 POR Check 2022049394 Officer Probation Check Total: 1 06/23/22 14:46 Probation Check 2022050227 Officer Prowler Total: 1 06/05/2218:50 Prowler 2022044357 Prowler WP22013860 911 Public Disturbance Total: 1 06/11/22 19:41 Public Disturbance 2022046434 Public Disturbance WP22014531 911 Public Works - Utilities Total: 2 06/03/22 15:27 Public Works - Utilities 2022043683 Public Works - Utilities WP22013609 Phone 06/13/22 06:42 Public Works - Utilities 2022046841 Phone Repossession Total: 3 06/21/22 21:16 Repossession 2022049810 06/22/2218:28 Repossession 2022050011 06/26/22 04:15 Repossession 2022051066 Residential Fire Alarm Total: 3 06/21/22 04:03 Residential Fire Alarm 2022049578 Phone 06/26/22 06:00 Residential Fire Alarm 2022051071 Phone 06/30/22 03:36 Residential Fire Alarm 2022052291 911 Residential General Alarm Total: 4 06/06/22 11:27 Residential General 2022044530 Phone 06/13/22 23:17 Residential General 2022047144 Phone 06/19/22 14:54 Residential General 2022049019 Phone 06/24/22 15:58 Residential General 2022050569 Phone Residential Medical Alarm Total: 4 06/02/22 11:43 Residential Medical 2022043251 Phone 06/10/22 09:56 Residential Medical 2022045867 Phone Page 16 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/20/22 05:02 Residential Medical 2022049226 Phone 06/28/22 18:55 Residential Medical 2022051867 Phone Residential Medical Alarm; Lift Assist Total: 1 SIA Area Watch 06/13/22 19:46 Residential Medical 2022047085 Phone Search Warrant Total: 2 06/12/22 20:59 SIA Area Watch 06/15/22 12:43 Search Warrant 2022047612 Search Warrant WSIU22014927 06/23/22 07:34 Search Warrant 2022050129 Agency Assist WP22015762 Officer SIA Area Watch Total: 6 06/03/2213:33 SIA Area Watch 2022043640 06/04/22 01:30 SIA Area Watch 2022043876 06/04/22 02:10 SIA Area Watch 2022043881 06/04/22 04:27 SIA Area Watch 2022043888 06/05/2211:09 SIA Area Watch 2022044232 06/12/22 20:59 SIA Area Watch 2022046767 SIA Business Walk Through Total: 7 06/06/22 01:37 SIA Business Walk 2022044447 06/08/22 00:40 06/06/22 16:08 SIA Business Walk 2022044632 SIA Other 06/06/22 23:31 SIA Business Walk 2022044769 Officer 06/12/22 07:52 SIA Business Walk 2022046559 06/04/22 23:18 06/24/22 12:14 SIA Business Walk 2022050498 2022044149 06/24/2213:24 SIA Business Walk 2022050518 Parks 06/29/22 12:23 SIA Business Walk 2022052043 SIA SIA City Council - City Hall Total: 2 2022045098 06/13/22 17:29 SIA City Council - City 2022047042 Officer 06/27/22 17:30 SIA City Council - City 2022051473 Officer SIA Community Engagement Total: 1 06/15/22 19:12 SIA Community 2022047717 Officer SIA Other Total: 5 06/02/22 08:41 SIA Other 2022043199 Officer 06/08/22 00:40 SIA Other 2022045097 06/13/22 18:29 SIA Other 2022047061 06/23/2214:26 SIA Other 2022050222 06/30/2215:02 SIA Other 2022052463 911 SIA Parks Total: 28 06/01/2211:24 SIA Parks 2022042937 06/02/2210:25 SIA Parks 2022043224 06/03/22 20:41 SIA Parks 2022043801 06/04/22 23:18 SIA Parks 2022044149 06/05/22 14:57 SIA Parks 2022044286 06/08/22 00:53 SIA Parks 2022045098 06/09/22 01:20 SIA Parks 2022045445 06/10/22 22:26 SIA Parks 2022046146 Page 17 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/11/22 20:18 SIA Parks 06/12/22 06:19 SIA Parks 06/12/22 09:44 SIA Parks 06/17/22 23:16 SIA Parks 06/19/22 23:24 SIA Parks 06/23/22 17:55 SIA Parks 06/24/22 00:09 SIA Parks 06/24/22 22:19 SIA Parks 06/25/22 09:48 SIA Parks 06/25/22 16:30 SIA Parks 06/26/22 01:03 SIA Parks 06/26/22 01:20 SIA Parks 06/26/22 02:51 SIA Parks 06/26/22 22:36 SIA Parks 06/26/22 22:58 SIA Parks 06/27/22 22:56 SIA Parks 06/29/22 11:57 SIA Parks 06/29/22 16:42 SIA Parks 06/29/22 23:27 SIA Parks 06/30/22 15:31 SIA Parks SIA School Check Total: 1 06/02/22 09:37 SIA School Check SIA Water Patrol Total: 1 06/16/22 11:58 SIA Water Patrol Sign - Signal Repair Total: 2 06/16/22 21:13 Sign - Signal Repair 06/30/22 11:58 Sign - Signal Repair Siren Activation Total: 1 06/01/22 13:14 Siren Activation Squad Damage Total: 1 06/21/22 01:14 Squad Damage Stolen - Property Total: 1 06/24/22 10:19 Stolen - Property Stolen - Vehicle Total: 3 06/06/22 08:21 Stolen - Vehicle 06/14/22 11:18 Stolen - Vehicle 06/15/22 18:10 Stolen - Vehicle Surveillance Total: 1 06/15/2211:19 Surveillance 2022046447 2022046549 2022046576 2022048479 2022049200 2022050282 2022050390 2022050678 2022050790 2022050898 2022051041 2022051046 2022051059 2022051244 2022051249 2022051570 2022052038 2022052126 2022052252 2022052470 2022043212 K110,,21111WIC! 2022048099 2022052394 2022042966 Officer Officer Suspicious - Person - Vehicle WP22016385 Officer 2022049568 Squad Damage WP22015585 Officer Phone Phone 2022050463 Theft WP22015877 2022044479 Suspicious - Circumstances WP22013897 Phone 2022047264 Stolen - Vehicle WP22014812 Phone 2022047703 Stolen - Vehicle WP22014964 Phone K110,,21LMAM-3 Suspicious - Circumstances Total: 17 06/05/22 02:56 Suspicious - 2022044177 Suspicious - Circumstances WP22013811 911 Page 18 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/05/22 19:46 06/07/22 20:46 06/09/22 10:12 06/12/22 12:08 06/13/22 22:36 06/14/22 11:46 06/16/22 17:00 06/17/22 03:13 06/19/22 12:33 06/23/22 22:16 06/26/22 02:55 06/27/22 15:24 06/28/22 12:33 06/28/22 13:42 06/30/22 07:53 06/30/22 09:09 Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - Suspicious - 2022044375 2022045049 2022045506 2022046608 2022047135 2022047273 2022048022 2022048172 2022048968 2022050363 2022051060 2022051411 2022051738 2022051761 2022052318 2022052334 Suspicious - Circumstances Drugs Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Harassment Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances WP22013865 Phone WP22014091 911 WP22014250 Phone WP22014594 Phone WP22014765 Phone WP22014813 Phone WP22015065 Phone WP22015116 911 WP22015362 Phone WP22015846 Phone WP22016063 Phone WP22016202 911 WP22016300 Phone WP22016308 Phone WP22016507 Phone WP22016514 911 Suspicious - Circumstances; Medical - Psychiatric - Behavioral Total: 1 06/12/22 21:37 Suspicious - 2022046783 Suspicious - Circumstances WP22014659 Phone Suspicious - Item Total: 1 06/22/22 08:17 Suspicious - Item 2022049883 Suspicious - Person - Vehicle Total: 39 06/01/22 11:41 Phone Suspicious - Person - 2022042938 06/02/22 09:27 Phone Suspicious - Person - 2022043211 06/04/22 13:23 911 Suspicious - Person - 2022043978 06/06/22 15:35 Phone Suspicious - Person - 2022044619 06/07/22 01:12 Phone Suspicious - Person - 2022044783 06/07/22 19:00 Phone Suspicious - Person - 2022045025 06/08/22 22:29 911 Suspicious - Person - 2022045421 06/09/22 08:30 Phone Suspicious - Person - 2022045490 06/09/22 10:42 911 Suspicious - Person - 2022045519 06/10/22 10:09 Phone Suspicious - Person - 2022045870 06/11/22 03:32 Phone Suspicious - Person - 2022046202 06/11/22 18:26 Phone Suspicious - Person - 2022046401 06/11/22 22:57 Suspicious - Person - 2022046491 06/12/22 12:21 Suspicious - Person - 2022046612 06/12/22 22:47 Suspicious - Person - 2022046800 06/13/22 10:19 Suspicious - Person - 2022046878 06/13/22 11:32 Suspicious - Person - 2022046897 06/14/22 11:35 Suspicious - Person - 2022047269 06/15/22 13:29 Suspicious - Person - 2022047622 06/15/22 16:48 Suspicious - Person - 2022047676 06/16/22 02:09 Suspicious - Person - 2022047808 06/16/22 14:48 Suspicious - Person - 2022047969 06/17/22 12:33 Suspicious - Person - 2022048275 06/18/22 23:58 Suspicious - Person - 2022048843 Suspicious - Item WP22015688 Phone Suspicious - Person - Vehicle WP22013349 Phone Suspicious - Person - Vehicle WP22013439 Phone Suspicious - Person - Vehicle WP22013717 Phone Suspicious - Person - Vehicle WP22013952 Phone Suspicious - Person - Vehicle WP22014007 911 Suspicious - Person - Vehicle WP22014082 911 Suspicious - Person - Vehicle WP22014221 Phone Suspicious - Person - Vehicle WP22014243 Phone Suspicious - Person - Vehicle WP22014254 Phone Suspicious - Person - Vehicle WP22014351 Phone Suspicious - Person - Vehicle WP22014461 Phone Suspicious - Person - Vehicle WP22014521 911 Suspicious - Person - Vehicle WP22014555 911 Citizen Aid WP22014595 Phone Suspicious - Person - Vehicle WP22014663 Phone Suspicious - Person - Vehicle WP22014679 Phone Suspicious - Person - Vehicle WP22014687 911 Suspicious - Person - Vehicle WP22014810 Phone Abandoned Vehicle WP22014933 Phone Suspicious - Person - Vehicle WP22014954 911 Suspicious - Person - Vehicle WP22014997 Phone Suspicious - Person - Vehicle WP22015047 Phone Suspicious - Person - Vehicle WP22015145 Phone Suspicious - Person - Vehicle WP22015313 Phone Page 19 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/19/22 00:26 06/03/2219:13 Suspicious - Person - 2022048848 Suspicious - Person - Vehicle WP22015316 Phone 06/19/22 00:55 06/08/2216:03 Suspicious - Person - 2022048860 Suspicious - Person - Vehicle WP22015325 Phone 06/21/22 14:05 06/14/22 08:35 Suspicious - Person - 2022049691 Suspicious - Person - Vehicle WP22015629 Phone 06/22/22 21:24 06/14/2214:52 Suspicious - Person - 2022050051 Suspicious - Person - Vehicle WP22015742 Phone 06/23/22 01:06 06/16/2215:48 Suspicious - Person - 2022050094 Criminal Damage to Property WP22015750 911 06/23/22 13:27 06/21/2212:28 Suspicious - Person - 2022050211 Suspicious - Person - Vehicle WP22015792 Phone 06/23/22 21:00 06/28/2210:34 Suspicious - Person - 2022050339 Suspicious - Person - Vehicle WP22015836 911 06/24/22 03:44 Theft - From Vehicle Total: 3 Suspicious - Person - 2022050410 Suspicious - Person - Vehicle WP22015861 Phone 06/25/22 01:57 Theft - From Vehicle Suspicious - Person - 2022050741 Suspicious - Person - Vehicle WP22015977 911 06/26/22 17:29 Theft - From Vehicle Suspicious - Person - 2022051182 Suspicious - Person - Vehicle WP22016109 911 06/28/22 09:23 Theft - From Vehicle Suspicious - Person - 2022051674 Abandoned Vehicle WP22016279 Phone 06/28/22 22:24 Drive Off Total: 2 Suspicious - Person - 2022051933 Suspicious - Person - Vehicle WP22016366 Phone 06/28/22 22:30 Theft - Gas Drive Off Suspicious - Person - 2022051935 Suspicious - Person - Vehicle WP22016367 Phone 06/29/22 11:06 Theft - Gas Drive Off Suspicious - Person - 2022052021 911 06/29/22 14:07 Suspicious - Person - 2022052068 Suspicious - Person - Vehicle WP22016433 Phone Suspicious - Person - Vehicle; Dispatch - CAD - Addressing Problems Total: 1 06/16/22 22:30 Suspicious - Person - 2022048125 Suspicious - Person - Vehicle WP22015099 Phone Theft Total: 8 06/03/2210:47 Theft 2022043587 Theft WP22013568 Phone 06/03/2219:13 Theft 2022043771 Theft WP22013639 911 06/08/2216:03 Theft 2022045290 Theft WP22014186 Phone 06/14/22 08:35 Theft 2022047208 Theft WP22014786 Phone 06/14/2214:52 Theft 2022047327 Theft WP22014831 Phone 06/16/2215:48 Theft 2022047999 Theft WP22015055 911 06/21/2212:28 Theft 2022049667 Theft WP22015617 Phone 06/28/2210:34 Theft 2022051703 Theft WP22016288 Phone Theft - From Vehicle Total: 3 Theft - Shoplifting 2022052518 Theft - Shoplifting WP22016578 06/02/22 14:35 Theft - From Vehicle 2022043329 Theft - From Vehicle WP22013491 Phone 06/21/22 16:24 Theft - From Vehicle 2022049725 Theft - From Vehicle WP22015640 Phone 06/30/22 18:26 Theft - From Vehicle 2022052525 Theft - From Vehicle WP22016580 911 Theft - Gas Drive Off Total: 2 06/10/22 23:42 Theft - Gas Drive Off 2022046170 Theft - Gas Drive Off WP22014445 Phone 06/11/22 19:26 Theft - Gas Drive Off 2022046425 Phone Theft - Shoplifting Total: 9 06/01/22 14:10 Theft - Shoplifting 2022042985 Theft - Shoplifting WP22013364 Phone 06/11/22 15:50 Theft - Shoplifting 2022046342 Suspicious - Circumstances WP22014498 Phone 06/12/22 21:09 Theft - Shoplifting 2022046774 Theft - Shoplifting WP22014653 911 06/17/22 12:28 Theft - Shoplifting 2022048270 Theft - Shoplifting WP22015144 Phone 06/23/22 16:19 Theft - Shoplifting 2022050255 Theft - Shoplifting WP22015809 Phone 06/24/22 14:47 Theft - Shoplifting 2022050550 Theft - Shoplifting WP22015905 Phone 06/25/22 12:19 Theft - Shoplifting 2022050825 Theft - Shoplifting WP22016007 Phone 06/29/22 14:10 Theft - Shoplifting 2022052069 Theft - Shoplifting WP22016434 Phone 06/30/22 17:50 Theft - Shoplifting 2022052518 Theft - Shoplifting WP22016578 Phone Page 20 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Threats Total: 4 06/03/22 23:26 Threats 2022043849 Threats WP22013669 911 06/04/2218:35 Threats 2022044061 Threats WP22013745 911 06/13/2214:02 Threats 2022046951 Disorderly WP22014701 911 06/23/2219:18 Threats 2022050312 Threats WP22015828 Phone Traffic - Complaint Total: 25 Traffic Stop 2022042895 Traffic Stop WP22013335 06/03/22 22:47 Traffic - Complaint 2022043833 Traffic - Complaint WP22013665 Phone 06/04/22 00:12 Traffic - Complaint 2022043867 Traffic - Complaint WP22013676 911 06/04/22 18:55 Traffic - Complaint 2022044071 Traffic - Complaint WP22013751 911 06/06/22 17:24 Traffic - Complaint 2022044660 Traffic - Complaint WP22013965 Phone 06/06/22 18:05 Traffic - Complaint 2022044680 Traffic - Complaint WP22013974 911 06/08/22 16:44 Traffic - Complaint 2022045304 Traffic - Complaint WP22014185 Phone 06/08/22 16:44 Traffic - Complaint 2022045305 911 06/11/22 12:23 Traffic - Complaint 2022046272 Traffic - Complaint WP22014477 911 06/11/22 22:13 Traffic - Complaint 2022046481 Traffic - Complaint WP22014548 Other 06/12/22 00:44 Traffic - Complaint 2022046516 DUI WP22014562 911 06/12/22 03:15 Traffic - Complaint 2022046537 Traffic - Complaint WP22014571 911 06/12/22 08:36 Traffic - Complaint 2022046564 Traffic - Complaint WP22014580 Phone 06/12/22 15:47 Traffic - Complaint 2022046681 Traffic - Complaint WP22014622 911 06/13/22 19:59 Traffic - Complaint 2022047090 911 06/14/22 18:48 Traffic - Complaint 2022047407 Traffic - Complaint WP22014851 911 06/14/22 22:58 Traffic - Complaint 2022047478 Traffic - Complaint WP22014879 Phone 06/20/22 20:34 Traffic - Complaint 2022049499 Traffic - Complaint WP22015553 Phone 06/20/22 21:29 Traffic - Complaint 2022049512 Traffic - Complaint WP22015561 Phone 06/22/22 17:25 Traffic - Complaint 2022049997 Traffic - Complaint WP22015726 Phone 06/26/22 17:04 Traffic - Complaint 2022051178 Traffic - Complaint WP22016107 Phone 06/27/22 14:26 Traffic - Complaint 2022051395 Traffic - Complaint WP22016195 911 06/27/22 17:18 Traffic - Complaint 2022051464 Traffic - Complaint WP22016216 911 06/28/22 16:12 Traffic - Complaint 2022051807 Traffic - Complaint WP22016324 Phone 06/28/22 21:32 Traffic - Complaint 2022051916 Traffic - Complaint WP22016360 Other 06/29/22 16:32 Traffic - Complaint 2022052120 Traffic - Complaint WP22016450 911 Traffic - Complaint; 911 Hang-up Total: 1 06/10/22 14:34 Traffic - Complaint; 911 2022045962 Traffic - Complaint WP22014389 911 Traffic - Complaint; Criminal Damage to Property Total: 1 06/19/22 01:21 Traffic - Complaint; 2022048864 Criminal Damage to Property WP22015328 911 Traffic - Hazard Total: 1 06/20/22 23:29 Traffic - Hazard 2022049546 Traffic - Hazard WP22015570 Phone Traffic Stop Total: 280 06/01/22 00:02 Traffic Stop 2022042818 Traffic Stop WP22013314 Officer 06/01/22 01:41 Traffic Stop 2022042834 Traffic Stop WP22013316 Officer 06/01/22 06:27 Traffic Stop 2022042843 Officer 06/01/22 09:43 Traffic Stop 2022042892 Traffic Stop WP22013334 Officer 06/01/22 09:57 Traffic Stop 2022042895 Traffic Stop WP22013335 Officer Page 21 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/01/2210:26 Traffic Stop 2022042905 Officer 06/01/2210:32 Traffic Stop 2022042909 Officer 06/01/22 10:49 Traffic Stop 2022042917 Officer 06/01/2210:53 Traffic Stop 2022042920 Officer 06/01/2211:01 Traffic Stop 2022042928 Traffic Stop WP22013346 Officer 06/01/22 20:38 Traffic Stop 2022043106 Officer 06/01/22 21:09 Traffic Stop 2022043112 Officer 06/01/22 21:51 Traffic Stop 2022043125 Officer 06/01/22 21:58 Traffic Stop 2022043127 Officer 06/01/22 22:00 Traffic Stop 2022043129 Officer 06/01/22 22:14 Traffic Stop 2022043134 Traffic Stop WP22013409 Officer 06/01/22 22:19 Traffic Stop 2022043136 Officer 06/01/22 22:38 Traffic Stop 2022043141 Officer 06/02/22 00:34 Traffic Stop 2022043162 Officer 06/02/22 02:07 Traffic Stop 2022043171 Drugs WP22013420 Officer 06/02/22 08:56 Traffic Stop 2022043205 Officer 06/02/2211:51 Traffic Stop 2022043252 Traffic Stop WP22013452 Officer 06/02/22 12:11 Traffic Stop 2022043263 Traffic Stop WP22013455 Officer 06/02/22 16:17 Traffic Stop 2022043370 Traffic Stop WP22013497 Officer 06/02/22 16:48 Traffic Stop 2022043384 Traffic Stop WP22013502 Officer 06/02/22 17:17 Traffic Stop 2022043406 Traffic Stop WP22013509 Officer 06/02/2219:52 Traffic Stop 2022043454 Officer 06/02/2219:54 Traffic Stop 2022043455 Officer 06/03/22 00:10 Traffic Stop 2022043521 Officer 06/03/2211:30 Traffic Stop 2022043600 Traffic Stop WP22013571 Officer 06/03/22 13:19 Traffic Stop 2022043633 Traffic Stop WP22013587 Officer 06/03/22 15:16 Traffic Stop 2022043678 Officer 06/03/2215:23 Traffic Stop 2022043680 Traffic Stop WP22013605 Officer 06/03/2215:24 Traffic Stop 2022043681 Traffic Stop WP22013606 Officer 06/03/2215:27 Traffic Stop 2022043684 Traffic Stop WP22013608 Officer 06/03/2215:37 Traffic Stop 2022043686 Traffic Stop WP22013610 Officer 06/03/2215:38 Traffic Stop 2022043687 Traffic Stop WP22013612 Officer 06/03/22 15:49 Traffic Stop 2022043695 Traffic Stop WP22013615 Officer 06/03/2215:51 Traffic Stop 2022043697 Officer 06/03/2215:59 Traffic Stop 2022043701 Traffic Stop WP22013617 Officer 06/03/2216:02 Traffic Stop 2022043703 Traffic Stop WP22013618 Officer 06/03/22 16:08 Traffic Stop 2022043705 Officer 06/03/22 16:18 Traffic Stop 2022043711 Officer 06/03/2216:20 Traffic Stop 2022043712 Officer 06/03/22 16:21 Traffic Stop 2022043715 Officer 06/03/2219:24 Traffic Stop 2022043775 Officer 06/04/2212:05 Traffic Stop 2022043953 Officer 06/04/2212:22 Traffic Stop 2022043960 Officer 06/04/2217:56 Traffic Stop 2022044053 Officer 06/04/22 18:10 Traffic Stop 2022044058 Officer 06/04/22 22:11 Traffic Stop 2022044130 Officer 06/04/22 22:21 Traffic Stop 2022044132 Traffic Stop WP22013783 Officer Page 22 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/05/22 07:49 Traffic Stop 2022044193 Officer 06/05/22 07:57 Traffic Stop 2022044195 Officer 06/05/22 08:18 Traffic Stop 2022044199 Officer 06/05/22 10:27 Traffic Stop 2022044222 Officer 06/05/22 11:35 Traffic Stop 2022044239 Traffic Stop WP22013828 Officer 06/05/22 11:40 Traffic Stop 2022044241 Officer 06/05/22 11:55 Traffic Stop 2022044244 Officer 06/05/22 14:06 Traffic Stop 2022044271 Officer 06/05/22 14:19 Traffic Stop 2022044278 Officer 06/05/22 14:30 Traffic Stop 2022044280 Officer 06/05/22 15:09 Traffic Stop 2022044291 Officer 06/05/22 15:24 Traffic Stop 2022044294 Officer 06/05/22 20:00 Traffic Stop 2022044379 Officer 06/05/22 21:13 Traffic Stop 2022044398 Officer 06/06/22 06:27 Traffic Stop 2022044460 Officer 06/06/2213:07 Traffic Stop 2022044559 Officer 06/06/2213:22 Traffic Stop 2022044562 Officer 06/06/2213:26 Traffic Stop 2022044563 Officer 06/06/22 15:19 Traffic Stop 2022044615 Officer 06/06/2216:29 Traffic Stop 2022044643 Officer 06/06/22 21:25 Traffic Stop 2022044747 Traffic Stop WP22013997 Officer 06/06/22 22:25 Traffic Stop 2022044759 Officer 06/07/22 09:56 Traffic Stop 2022044833 Officer 06/07/22 12:56 Traffic Stop 2022044892 Officer 06/07/22 15:05 Traffic Stop 2022044927 Officer 06/07/22 15:25 Traffic Stop 2022044936 Officer 06/07/22 20:41 Traffic Stop 2022045048 Officer 06/07/22 21:48 Traffic Stop 2022045065 Officer 06/07/22 22:10 Traffic Stop 2022045070 Officer 06/07/22 23:44 Traffic Stop 2022045094 Officer 06/08/22 01:45 Traffic Stop 2022045103 Officer 06/08/22 02:01 Traffic Stop 2022045105 Pursuit WP22014107 Officer 06/08/22 08:28 Traffic Stop 2022045141 Officer 06/08/22 14:52 Traffic Stop 2022045264 Officer 06/08/22 14:55 Traffic Stop 2022045267 Officer 06/08/2215:06 Traffic Stop 2022045270 Officer 06/08/22 15:15 Traffic Stop 2022045273 Officer 06/08/22 15:49 Traffic Stop 2022045282 Traffic Stop WP22014180 Officer 06/08/2217:27 Traffic Stop 2022045326 Officer 06/08/22 21:13 Traffic Stop 2022045397 Officer 06/09/22 02:44 Traffic Stop 2022045449 Officer 06/09/22 02:59 Traffic Stop 2022045450 Officer 06/09/22 03:10 Traffic Stop 2022045451 Court Order Violation WP22014231 Officer 06/09/22 09:28 Traffic Stop 2022045499 Traffic Stop WP22014248 Officer 06/09/22 12:29 Traffic Stop 2022045549 Officer 06/09/22 18:14 Traffic Stop 2022045684 Officer 06/09/22 21:46 Traffic Stop 2022045770 Officer Page 23 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/10/22 02:05 Traffic Stop 2022045813 Officer 06/10/22 03:05 Traffic Stop 2022045814 Traffic Stop WP22014329 Officer 06/10/22 19:44 Traffic Stop 2022046082 Officer 06/10/22 20:57 Traffic Stop 2022046098 Officer 06/10/22 21:22 Traffic Stop 2022046113 Officer 06/10/22 22:14 Traffic Stop 2022046141 Officer 06/10/22 22:53 Traffic Stop 2022046155 Officer 06/10/22 23:17 Traffic Stop 2022046162 Drugs WP22014443 Officer 06/11/22 01:07 Traffic Stop 2022046186 Officer 06/11/22 09:34 Traffic Stop 2022046230 Officer 06/11/22 12:24 Traffic Stop 2022046273 Officer 06/11/22 14:27 Traffic Stop 2022046311 Officer 06/11/22 14:54 Traffic Stop 2022046321 Officer 06/11/22 17:34 Traffic Stop 2022046380 Officer 06/11/22 20:46 Traffic Stop 2022046453 Traffic Stop WP22014540 Officer 06/11/22 23:42 Traffic Stop 2022046501 Officer 06/12/22 00:17 Traffic Stop 2022046511 Officer 06/12/22 07:28 Traffic Stop 2022046553 Officer 06/12/22 09:39 Traffic Stop 2022046574 Drugs WP22014584 Officer 06/12/22 09:51 Traffic Stop 2022046579 Officer 06/12/22 10:55 Traffic Stop 2022046593 Officer 06/12/22 11:27 Traffic Stop 2022046598 Officer 06/12/22 11:36 Traffic Stop 2022046601 Traffic Stop WP22014590 Officer 06/12/22 13:14 Traffic Stop 2022046628 Officer 06/12/22 14:15 Traffic Stop 2022046652 Officer 06/12/22 14:25 Traffic Stop 2022046654 Officer 06/12/22 14:40 Traffic Stop 2022046659 Officer 06/12/22 14:43 Traffic Stop 2022046661 Officer 06/12/22 15:27 Traffic Stop 2022046676 Officer 06/12/22 15:34 Traffic Stop 2022046677 Officer 06/12/22 15:35 Traffic Stop 2022046678 Officer 06/12/22 17:45 Traffic Stop 2022046713 Traffic Stop WP22014629 Officer 06/12/22 18:20 Traffic Stop 2022046719 Officer 06/12/22 19:02 Traffic Stop 2022046733 Officer 06/12/22 19:13 Traffic Stop 2022046736 Officer 06/12/22 21:00 Traffic Stop 2022046768 Officer 06/13/22 10:18 Traffic Stop 2022046877 Traffic Stop WP22014680 Officer 06/13/22 17:39 Traffic Stop 2022047044 Officer 06/13/22 21:31 Traffic Stop 2022047117 Officer 06/13/22 22:37 Traffic Stop 2022047136 Officer 06/13/22 22:56 Traffic Stop 2022047139 Officer 06/13/22 23:38 Traffic Stop 2022047147 Warrant - Arrest WP22014769 Officer 06/14/22 09:54 Traffic Stop 2022047236 Officer 06/14/22 14:20 Traffic Stop 2022047314 Officer 06/14/22 14:39 Traffic Stop 2022047322 Officer 06/14/22 14:58 Traffic Stop 2022047329 Officer 06/14/22 15:44 Traffic Stop 2022047342 Officer Page 24 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/14/22 16:00 Traffic Stop 2022047350 Officer 06/14/22 16:17 Traffic Stop 2022047354 Traffic Stop WP22014838 Officer 06/14/22 20:59 Traffic Stop 2022047442 Officer 06/15/22 00:23 Traffic Stop 2022047498 Officer 06/15/22 01:06 Traffic Stop 2022047504 Officer 06/15/22 02:02 Traffic Stop 2022047510 Officer 06/15/22 03:30 Traffic Stop 2022047519 Officer 06/16/22 08:16 Traffic Stop 2022047850 Traffic Stop WP22015010 Officer 06/16/22 15:08 Traffic Stop 2022047979 Officer 06/16/22 20:42 Traffic Stop 2022048089 Officer 06/16/22 21:54 Traffic Stop 2022048113 Officer 06/16/22 22:20 Traffic Stop 2022048118 Officer 06/16/22 23:15 Traffic Stop 2022048141 Officer 06/16/22 23:33 Traffic Stop 2022048146 Officer 06/17/22 01:47 Traffic Stop 2022048164 Officer 06/17/22 07:14 Traffic Stop 2022048182 Officer 06/17/22 14:28 Traffic Stop 2022048305 Officer 06/17/22 19:19 Traffic Stop 2022048414 Officer 06/17/22 19:24 Traffic Stop 2022048415 Officer 06/17/22 19:28 Traffic Stop 2022048416 Officer 06/17/22 20:36 Traffic Stop 2022048432 Officer 06/17/22 21:56 Traffic Stop 2022048452 Officer 06/17/22 22:37 Traffic Stop 2022048472 Drugs WP22015205 Officer 06/18/22 13:31 Traffic Stop 2022048634 Officer 06/18/22 13:33 Traffic Stop 2022048635 Officer 06/18/22 18:30 Traffic Stop 2022048746 Officer 06/18/22 20:28 Traffic Stop 2022048783 Officer 06/18/22 21:30 Traffic Stop 2022048795 Officer 06/18/22 22:45 Traffic Stop 2022048823 Officer 06/18/22 22:53 Traffic Stop 2022048825 Officer 06/19/22 01:57 Traffic Stop 2022048871 Officer 06/19/22 08:35 Traffic Stop 2022048897 Officer 06/19/22 09:23 Traffic Stop 2022048901 Officer 06/19/22 09:42 Traffic Stop 2022048907 Traffic Stop WP22015343 Officer 06/19/22 10:12 Traffic Stop 2022048916 Officer 06/19/22 10:21 Traffic Stop 2022048921 Officer 06/19/22 11:12 Traffic Stop 2022048940 Officer 06/19/22 13:47 Traffic Stop 2022048991 Officer 06/19/22 15:11 Traffic Stop 2022049031 Traffic Stop WP22015377 Officer 06/19/22 17:09 Traffic Stop 2022049084 Officer 06/19/22 17:44 Traffic Stop 2022049096 Officer 06/19/22 17:49 Traffic Stop 2022049097 Officer 06/19/22 17:53 Traffic Stop 2022049101 Traffic Stop WP22015399 Officer 06/19/22 18:17 Traffic Stop 2022049109 Traffic Stop WP22015403 Officer 06/19/22 18:19 Traffic Stop 2022049111 Officer 06/19/22 18:28 Traffic Stop 2022049116 Traffic Stop WP22015410 Officer 06/19/22 18:49 Traffic Stop 2022049124 Traffic Stop WP22015411 Officer Page 25 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/19/22 20:42 Traffic Stop 2022049162 Traffic Stop WP22015424 Officer 06/20/22 07:14 Traffic Stop 2022049239 Traffic Stop WP22015450 Officer 06/20/22 07:42 Traffic Stop 2022049246 Traffic Stop WP22015452 Officer 06/20/22 08:07 Traffic Stop 2022049251 Officer 06/20/22 12:39 Traffic Stop 2022049331 Traffic Stop WP22015491 Officer 06/20/2214:38 Traffic Stop 2022049375 Officer 06/20/22 15:22 Traffic Stop 2022049388 Traffic Stop WP22015515 Officer 06/20/22 15:51 Traffic Stop 2022049398 Traffic Stop WP22015519 Officer 06/20/2216:37 Traffic Stop 2022049414 Officer 06/20/22 20:16 Traffic Stop 2022049493 Officer 06/20/22 20:31 Traffic Stop 2022049498 Officer 06/21/22 06:57 Traffic Stop 2022049590 Officer 06/21/2217:30 Traffic Stop 2022049746 Officer 06/22/22 13:42 Traffic Stop 2022049937 Officer 06/22/22 19:15 Traffic Stop 2022050016 Officer 06/22/22 21:50 Traffic Stop 2022050055 Officer 06/23/2215:25 Traffic Stop 2022050238 Officer 06/24/22 10:40 Traffic Stop 2022050470 Officer 06/24/22 14:46 Traffic Stop 2022050549 Officer 06/24/2216:51 Traffic Stop 2022050582 Officer 06/24/2216:59 Traffic Stop 2022050585 Officer 06/24/22 17:11 Traffic Stop 2022050589 Officer 06/24/2217:39 Traffic Stop 2022050599 Officer 06/24/2218:54 Traffic Stop 2022050621 Officer 06/24/22 19:33 Traffic Stop 2022050627 Traffic Stop WP22015938 Officer 06/24/22 20:24 Traffic Stop 2022050641 Officer 06/24/22 21:25 Traffic Stop 2022050658 Traffic Stop WP22015952 Officer 06/24/22 22:14 Traffic Stop 2022050675 Officer 06/24/22 23:39 Traffic Stop 2022050703 Officer 06/25/22 12:41 Traffic Stop 2022050831 Traffic Stop WP22016009 Officer 06/25/22 19:18 Traffic Stop 2022050949 Officer 06/25/22 21:22 Traffic Stop 2022050988 Officer 06/25/22 21:39 Traffic Stop 2022051001 Officer 06/25/22 22:20 Traffic Stop 2022051010 Officer 06/25/22 23:38 Traffic Stop 2022051024 Officer 06/26/22 00:18 Traffic Stop 2022051034 Officer 06/26/22 00:34 Traffic Stop 2022051036 Traffic Stop WP22016058 Officer 06/26/22 00:38 Traffic Stop 2022051037 Officer 06/26/2212:57 Traffic Stop 2022051118 Traffic Stop WP22016083 Officer 06/26/2217:33 Traffic Stop 2022051183 Traffic Stop WP22016110 Officer 06/26/2217:51 Traffic Stop 2022051184 Officer 06/26/2218:35 Traffic Stop 2022051197 Traffic Stop WP22016114 Officer 06/26/22 20:09 Traffic Stop 2022051221 Officer 06/26/22 23:03 Traffic Stop 2022051253 Officer 06/26/22 23:47 Traffic Stop 2022051260 Traffic Stop WP22016140 Officer 06/27/22 14:04 Traffic Stop 2022051387 Traffic Stop WP22016193 Officer 06/27/22 15:09 Traffic Stop 2022051406 Officer Page 26 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/27/22 16:03 Traffic Stop 2022051431 Officer 06/27/22 17:20 Traffic Stop 2022051466 Officer 06/27/22 17:40 Traffic Stop 2022051480 Officer 06/27/22 18:32 Traffic Stop 2022051493 Officer 06/27/22 18:42 Traffic Stop 2022051497 Officer 06/27/22 18:46 Traffic Stop 2022051500 Officer 06/27/22 18:56 Traffic Stop 2022051504 Traffic Stop WP22016224 Officer 06/27/22 19:01 Traffic Stop 2022051506 Officer 06/27/22 19:12 Traffic Stop 2022051511 Traffic Stop WP22016227 Officer 06/27/22 19:30 Traffic Stop 2022051522 Officer 06/27/22 19:39 Traffic Stop 2022051525 Traffic Stop WP22016233 Officer 06/27/22 23:05 Traffic Stop 2022051573 Officer 06/27/22 23:18 Traffic Stop 2022051577 Officer 06/28/22 09:25 Traffic Stop 2022051675 Drugs WSIU22016283Dfficer 06/28/22 09:47 Traffic Stop 2022051682 Officer 06/28/22 12:41 Traffic Stop 2022051741 Officer 06/28/22 12:59 Traffic Stop 2022051747 Traffic Stop WP22016302 Officer 06/28/22 19:58 Traffic Stop 2022051886 Officer 06/29/22 14:38 Traffic Stop 2022052075 Officer 06/29/22 15:13 Traffic Stop 2022052085 Officer 06/29/22 15:20 Traffic Stop 2022052087 Traffic Stop WP22016438 Officer 06/29/22 18:48 Traffic Stop 2022052170 Officer 06/29/22 18:49 Traffic Stop 2022052171 Traffic Stop WP22016466 Officer 06/29/22 18:59 Traffic Stop 2022052173 Officer 06/29/22 19:07 Traffic Stop 2022052178 Officer 06/29/22 19:30 Traffic Stop 2022052189 Officer 06/29/22 19:40 Traffic Stop 2022052193 Officer 06/29/22 20:08 Traffic Stop 2022052202 Officer 06/29/22 20:13 Traffic Stop 2022052204 Traffic Stop WP22016475 Officer 06/29/22 20:48 Traffic Stop 2022052211 Officer 06/29/22 22:28 Traffic Stop 2022052236 Officer 06/29/22 22:49 Traffic Stop 2022052247 Drugs WP22016492 Officer 06/30/22 01:03 Traffic Stop 2022052275 Officer 06/30/22 08:24 Traffic Stop 2022052323 Officer 06/30/22 10:53 Traffic Stop 2022052378 Officer 06/30/22 11:05 Traffic Stop 2022052382 Officer 06/30/22 11:26 Traffic Stop 2022052386 Officer 06/30/22 14:34 Traffic Stop 2022052451 Traffic Stop WP22016551 Officer 06/30/22 14:41 Traffic Stop 2022052456 Officer 06/30/22 16:28 Traffic Stop 2022052491 Officer Training Total: 6 06/06/2212:38 Training 2022044551 06/08/2219:32 Training 2022045367 06/22/2210:49 Training 2022049911 06/22/2219:36 Training 2022050022 06/28/2212:15 Training 2022051731 911 Page 27 of 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 06/28/2213:11 Training 2022051751 911 Transport Total: 2 06/15/2214:18 Transport 2022047638 Transport WP22014940 06/22/2211:48 Transport 2022049918 Trespass Total: 4 06/01/2215:19 Trespass 2022043010 Trespass WP22013368 911 06/02/2217:53 Trespass 2022043422 Trespass WP22013514 Phone 06/06/22 17:39 Trespass 2022044667 Juvenile - Complaint WP22013969 Phone 06/19/2218:12 Trespass 2022049105 Trespass WP22015401 Phone Unwanted Person Total: 6 06/04/22 22:32 Unwanted Person 2022044135 Unwanted Person WP22013785 911 06/10/22 10:51 Unwanted Person 2022045886 Unwanted Person WP22014357 Phone 06/10/22 21:38 Unwanted Person 2022046122 Unwanted Person WP22014431 911 06/17/22 23:57 Unwanted Person 2022048494 Unwanted Person WP22015211 911 06/23/22 15:35 Unwanted Person 2022050242 Unwanted Person WP22015804 Phone 06/30/22 13:10 Unwanted Person 2022052421 Unwanted Person WP22016537 Phone Walk Away Total: 1 06/03/22 16:16 Walk Away 2022043710 Walk Away WP22013620 Phone Warrant - Arrest Total: 1 06/12/22 22:24 Warrant - Arrest 2022046795 Warrant - Arrest WP22014661 Officer Warrant - Attempt Total: 2 06/09/22 20:40 Warrant - Attempt 2022045746 Warrant - Arrest WP22014312 Officer 06/22/22 21:23 Warrant - Attempt 2022050050 Warrant - Attempt WP22015743 Officer Page 28 of 28 Monticello Patrol Hour Summary Hours Purchased Per Contract: 1 18,980.00 Starting Hours (beginning of month): 11,344.25 M -T -D (detailed below): 1,580.75 "Estimated Hours not verified by final monthly payroll Balance going forward (to next month): 9,763.50 Y -T -D: 1 9,216.50 Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Jun -22 6:00 1 -Jun -22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 1 -Jun -22 8:00 1 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 1 -Jun -22 12:00 1 -Jun -22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 1 -Jun -22 18:00 1 -Jun -22 19:30 Extra Hours: Mo 3211 EOS Premium 1.50 1 -Jun -22 18:00 2 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 1 -Jun -22 20:00 2 -Jun -22 6:00 Monticello (52) 3241 Sheriff Premie 10.00 1 -Jun -22 22:00 1 -Jun -22 22:30 Extra Hours: Mo 3221 EOS Premium 0.50 2 -Jun -22 6:00 2 -Jun -22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 2 -Jun -22 8:00 2 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 2 -Jun -22 12:00 2 -Jun -22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 2 -Jun -22 18:00 2 -Jun -22 18:30 Extra Hours: Mo 3211 EOS Premium 0.50 2 -Jun -22 18:00 3 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 2 -Jun -22 20:00 3 -Jun -22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 3 -Jun -22 6:00 3 -Jun -22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 3 -Jun -22 8:00 3 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 3 -Jun -22 12:00 3 -Jun -22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 3 -Jun -22 14:00 4 -Jun -22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 3 -Jun -22 18:00 4 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 3 -Jun -22 20:00 4 -Jun -22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 4 -Jun -22 8:00 4 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 4 -Jun -22 12:00 4 -Jun -22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 4 -Jun -22 18:00 5 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 4 -Jun -22 20:00 5 -Jun -22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 5 -Jun -22 6:00 5 -Jun -22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 5 -Jun -22 8:00 5 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 5 -Jun -22 11:00 5 -Jun -22 21:00 Monticello (52) 3221 Sheriff Gener, 10.00 5 -Jun -22 18:00 6 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 5 -Jun -22 20:00 6 -Jun -22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 6 -Jun -22 6:00 6 -Jun -22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 6 -Jun -22 8:00 6 -Jun -22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 6 -Jun -22 12:00 6 -Jun -22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 6 -Jun -22 18:00 7 -Jun -22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 6-Jun-22 18:00 6-Jun-22 18:30 Extra Hours: Mo 3211 EOS Premium 0.50 6-Jun-22 18:00 6-Jun-22 18:30 Extra Hours: Mo 3211 EOS Premium 0.50 6-Jun-22 20:00 7-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 7-Jun-22 6:00 7-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 7-Jun-22 8:00 7-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 7-Jun-22 12:00 7-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 7-Jun-22 18:00 8-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 7-Jun-22 20:00 8-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 8-Jun-22 4:00 8-Jun-22 6:00 Extra Hours: Mo 3240 EOS Premium 2.00 8-Jun-22 6:00 8-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 8-Jun-22 8:00 8-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 8-Jun-22 12:00 8-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 8-Jun-22 16:00 8-Jun-22 16:30 Extra Hours: Mo 3210 EOS Premium 0.50 8-Jun-22 18:00 9-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 8-Jun-22 20:00 9-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 8-Jun-22 22:00 9-Jun-22 0:00 Extra Hours: Mo 3221 EOS Premium 2.00 9-Jun-22 4:00 9-Jun-22 6:00 Extra Hours: Mo 3240 EOS Premium 2.00 9-Jun-22 6:00 9-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 9-Jun-22 8:00 9-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 9-Jun-22 12:00 9-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 9-Jun-22 18:00 10-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 9-Jun-22 20:00 10-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 10-Jun-22 6:00 10-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 10-Jun-22 8:00 10-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 10-Jun-22 13:30 10-Jun-22 19:30 Monticello (52) 3221 Sheriff Gener, 6.00 10-Jun-22 16:00 10-Jun-22 18:00 Extra Hours: Mo 3210 EOS Premium 2.00 10-Jun-22 18:00 11-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 10-Jun-22 20:00 11-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 11-Jun-22 4:00 11-Jun-22 5:00 Extra Hours: Mo 3240 EOS Premium 1.00 11-Jun-22 6:00 11-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 11-Jun-22 8:00 11-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 11-Jun-22 12:00 11-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 11-Jun-22 18:00 12-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 11-Jun-22 20:00 12-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 12-Jun-22 6:00 12-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 12-Jun-22 9:00 12-Jun-22 19:30 Monticello (52) 3211 Sheriff Gener, 10.50 12-Jun-22 10:00 12-Jun-22 12:00 Monticello (52) 3220 Sheriff Gener, 2.00 12-Jun-22 12:00 12-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 12-Jun-22 14:00 13-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 12-Jun-22 18:00 13-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 12-Jun-22 20:00 13-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 13-Jun-22 6:00 13-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 13-Jun-22 8:00 13-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 13-Jun-22 9:00 13-Jun-22 19:00 Monticello (52) 3230 Sheriff Gener, 10.00 13-Jun-22 18:00 14-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 13-Jun-22 20:00 14-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 14-Jun-22 6:00 14-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 14-Jun-22 8:00 14-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 14-Jun-22 14:00 15-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 14-Jun-22 18:00 15-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 14-Jun-22 20:00 15-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 15-Jun-22 0:00 15-Jun-22 1:00 Extra Hours: Mo 3230 EOS Premium 1.00 15-Jun-22 6:00 15-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 15-Jun-22 8:00 15-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 15-Jun-22 12:00 15-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 15-Jun-22 16:00 15-Jun-22 17:00 Extra Hours: Mo 3210 EOS Premium 1.00 15-Jun-22 16:00 15-Jun-22 17:00 Extra Hours: Mo 3210 EOS Premium 1.00 15-Jun-22 18:00 16-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 15-Jun-22 20:00 16-Jun-22 2:00 Monticello (52) 3241 Sheriff Gener, 6.00 16-Jun-22 6:00 16-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 16-Jun-22 8:00 16-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 16-Jun-22 12:00 16-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 16-Jun-22 18:00 17-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 16-Jun-22 20:00 17-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 17-Jun-22 6:00 17-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 17-Jun-22 8:00 17-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 17-Jun-22 10:00 17-Jun-22 18:00 Monticello (52) 3221 Sheriff Gener, 8.00 17-Jun-22 18:00 17-Jun-22 20:00 Monticello (52) 3221 Sheriff Gener, 2.00 17-Jun-22 18:00 18-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 17-Jun-22 20:00 18-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 18-Jun-22 6:00 18-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 18-Jun-22 8:00 18-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 18-Jun-22 12:00 18-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 18-Jun-22 18:00 19-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 18-Jun-22 20:00 19-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 18-Jun-22 22:00 18-Jun-22 23:00 Extra Hours: Mo 3221 EOS Premium 1.00 19-Jun-22 6:00 19-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 19-Jun-22 8:00 19-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 19-Jun-22 12:00 19-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 19-Jun-22 18:00 20-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 19-Jun-22 20:00 20-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 20-Jun-22 6:00 20-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 20-Jun-22 8:00 20-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 20-Jun-22 12:00 20-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 20-Jun-22 14:00 21-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 20-Jun-22 18:00 21-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 20-Jun-22 20:00 21-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 21-Jun-22 6:00 21-Jun-22 7:00 Extra Hours: Mo 3241 EOS Premium 1.00 21-Jun-22 6:00 21-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 21-Jun-22 8:00 21-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 21-Jun-22 12:00 21-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 21-Jun-22 14:00 22-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 21-Jun-22 18:00 22-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 21-Jun-22 20:00 22-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 22-Jun-22 0:00 22-Jun-22 6:00 Monticello (52) 3230 Sheriff Premie 6.00 22-Jun-22 4:00 22-Jun-22 6:00 Monticello (52) 3240 EOS Premium 2.00 22-Jun-22 6:00 22-Jun-22 6:30 Monticello (52) 3230 Sheriff Premie 0.50 22-Jun-22 6:00 22-Jun-22 14:00 Monticello (52) 3210 Sheriff Gener, 8.00 22-Jun-22 10:00 22-Jun-22 20:00 Monticello (52) 3211 Sheriff Gener, 10.00 22-Jun-22 12:00 22-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 22-Jun-22 16:00 23-Jun-22 2:00 Monticello (52) 3230 Sheriff Gener, 10.00 22-Jun-22 20:00 23-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 22-Jun-22 20:00 23-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 23-Jun-22 6:00 23-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 23-Jun-22 8:00 23-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 23-Jun-22 14:00 24-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 23-Jun-22 20:00 24-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 23-Jun-22 20:00 24-Jun-22 6:00 Monticello (52) 3240 Sheriff Gener, 10.00 24-Jun-22 6:00 24-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 24-Jun-22 8:00 24-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 24-Jun-22 10:00 24-Jun-22 20:00 Monticello (52) 3221 Sheriff Gener, 10.00 24-Jun-22 16:00 25-Jun-22 2:00 Monticello (52) 3240 Sheriff Gener, 10.00 24-Jun-22 20:00 25-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 25-Jun-22 6:00 25-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 25-Jun-22 10:00 25-Jun-22 20:00 Monticello (52) 3221 Sheriff Gener, 10.00 25-Jun-22 16:00 25-Jun-22 20:00 Monticello (52) 3230 Sheriff Gener, 4.00 25-Jun-22 18:00 26-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 25-Jun-22 20:00 26-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 26-Jun-22 6:00 26-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 26-Jun-22 8:00 26-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 26-Jun-22 12:00 26-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 26-Jun-22 20:00 27-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 26-Jun-22 20:00 27-Jun-22 6:00 Monticello (52) 3240 Sheriff Gener, 10.00 27-Jun-22 6:00 27-Jun-22 14:00 Monticello (52) 3210 Sheriff Gener, 8.00 27-Jun-22 8:00 27-Jun-22 16:00 Monticello (52) 3211 Sheriff Gener, 8.00 27-Jun-22 14:00 27-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 2.00 27-Jun-22 14:00 27-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 8.00 27-Jun-22 15:30 27-Jun-22 20:00 Monticello (52) 3220 Sheriff Gener, 4.50 27-Jun-22 20:00 28-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 27-Jun-22 20:00 28-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 28-Jun-22 6:00 28-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 28-Jun-22 8:00 28-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 28-Jun-22 12:00 28-Jun-22 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 28-Jun-22 14:00 29-Jun-22 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 28-Jun-22 18:00 29-Jun-22 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 28-Jun-22 18:00 28-Jun-22 18:15 Extra Hours: Mo 3211 EOS Premium 0.25 28-Jun-22 18:00 28-Jun-22 18:15 Extra Hours: Mo 3211 EOS Premium 0.25 28-Jun-22 20:00 29-Jun-22 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 28-Jun-22 22:00 28-Jun-22 22:45 Extra Hours: Mo 3221 EOS Premium 0.75 29-Jun-22 6:00 29-Jun-22 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 29-Jun-22 8:00 29-Jun-22 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 29 -Jun -22 12:00 29 -Jun -22 22:00 Monticello (52) 29 -Jun -22 14:00 30 -Jun -22 0:00 Monticello (52) 29 -Jun -22 18:00 30 -Jun -22 4:00 Monticello (52) 29 -Jun -22 20:00 30 -Jun -22 6:00 Monticello (52) 30 -Jun -22 6:00 30 -Jun -22 16:00 Monticello (52) 30 -Jun -22 8:00 30 -Jun -22 18:00 Monticello (52) 30 -Jun -22 12:00 30 -Jun -22 22:00 Monticello (52) 30 -Jun -22 14:00 1 -Jul -22 0:00 Monticello (52) 30 -Jun -22 18:00 1 -Jul -22 4:00 Monticello (52) 30 -Jun -22 20:00 1 -Jul -22 6:00 Monticello (52) 3221 Sheriff Gener, 3230 Sheriff Gener, 3240 Sheriff Gener, 3241 Sheriff Gener, 3210 Sheriff Gener, 3211 Sheriff Gener, 3221 Sheriff Gener, 3230 Sheriff Gener, 3240 Sheriff Gener, 3241 Sheriff Gener, TOTAL: 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1,580.75 Block 52 Deephaven Development CITY COUNCIL AGENDA: 7 - 11-2022 FINAL PLAT AND DEVELOPMENT AGREEMENT FINAL STAGE PUD ZONING AMENDMENT AND REZONING TO PUD Block 52 Location & Existing Conditions Block 52 Proposed Site Plan Z. F LU LU L) 3LU zo LU� E ACCIECOO flyNbm C4 2C) 2!.E PLAN I 14 � r r k ib p, i' _ Block 52 Proposed Final Plat BLOCK 52 FIRST ADDITION Y k ------------------------- { '• 1 1 -d `. { d +a a . l (y rr ��"• i`��,J ii '.t �r� { V`{�-{M4!{�}'�+ y i/ 4r ?Lot 24i / •k 1 keit rF rf �`yJ i fit LOCK I 4t {f � # rt. #{ iff { ."��� �4�' +ii 4} { rL � !{• �+�; r rt {# ! FIF .:i • Baa. ti,n.a. r r� 'r• r7 r -, r� r• Block 52 - Parking Analysis 87 Residential Units/141 Bedrooms 5,500 sf Restaurant and 20,000 sf Net Commercial Space Requirements: Residential: 1.1 Spaces per Bedroom —155 spaces required (mostly evening/night Restaurant: 90 spaces required (mostly evening/weekend) Commercial: 3/1,000 sf (60 spaces) (mostly daytime) Total Requirement: 305 gross required — 255 net required after 60% commercial reduction Total Available: 286 spaces, including below ground (84), on-site (114), and on -street (88) Does not include potential spaces along River Street (25+) Cross -Parking would apply to surface spaces on Lot 1 and Lot 2; On -street parking would be open. Requires Parking Management Plan Block 52/Deephaven - City Council Actions Decision 1: Consideration of a Final Plat and Development Agreement for Block 52 First Addition Decision 2: Addition Consideration of a Final Stage PUD for Block 52 First Decision 3: Consideration ofa Zoning Amendment creating the Block 52 PUD District, and Rezoning the subject property to Block 52 PUD, Planned Unit Development District. Block 52/Deephaven— Recommended Conditions of Approval Approval of the final plat for Block 52 First Addition shall be conditioned on the approval of the final stage PUD. 2. Approval of the final stage PUD and rezoning for Block 52 First Addition shall be conditioned on the approval of the final plat. 3. The final plat is to be revised to accurately reflect Lot 1 and Lot 2 acreages and the internal lot line boundary as recommended to maintain intact the City -owned public parking parcels. 4. A revised site plan based on the certificate of survey and illustrating proposed plat easements relative to proposed improvements and lot lines is required. 5. A revised site plan detailing the reconfiguration of the public parking lot on Lot 1, Block 1 is required. The modified site plan will retain an area of green space along the north wall of the existing building adjacent to the public parking lot, as well as bollards or curb stops along the east wall of the same building. All corresponding plans will require revision following finalization of the parking plan. 6. The site plan is required to be revised to provide internal sidewalk connections for users and residents of the Lot 2 building to the external sidewalks surrounding the block. 7. The applicant will verify that the sidewalk extends completely around the perimeter of the building and revise site plans to detail continuous sidewalk around the building and including connections to external sidewalks. 8. The applicant will comply with the requirements of the Chief Building Official and the city's designated structural engineer in regard to site demolition and structural plans. 9. As part of the approved PUD, a cross -access and parking easement for both private and public parking and access shall be executed. Such easement shall be subject to review City Council Agenda: 7/11/2022 and approval by the City. Public cross -access and parking is required for the parking areas which are to be conveyed to the developer. 10. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 11. Park dedication requirements of the City shall be satisfied. 12. 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. 13. 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. 1. 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. City Council Agenda: 7/11/2022 o. 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. p. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. q. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 1 14. 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 to 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. f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 15. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 16. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 17. 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. 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) Ithe 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 City Council Agenda: 7/11/2022 green space/side yard adjacent to the westerly portion of the building and along the parking lot edges, boulevards and internal site green spaces. 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. 1 18. Building drains designed to avoid exiting over public sidewalks. 19. An internal site is designated for pet activity. 20. An easement for public pedestrian purposes is provided through the parklet/green space feature on Lot 2. 21. A stormwater maintenance agreement shall be executed. 22. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 23. Comments from Fire Chief, including: a. Verify the ground clearance for the ladder truck will be sufficient for the River Street entrance. b. b. Verify the turning radius for the ladder truck will be met, entering from the two entrances. c. c. Verify that hydrant locations will meet the requirements of the Fire Code. 24. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022 and July 7, 2022. 25. An easement for drainage, utility, right of way and appurtenant purposes over a portion of plaza area at the southeast corner of Lot 2, Block 1, at the intersection of Broadway and Pine Streets is executed should it be necessary at the time of plat recording. 26. The applicant shall provide all required legal descriptions and exhibits necessary for the cross easements, right of way, and pedestrian pathway easements. 27. The applicant shall provide a revised site plan and sidewalk/retaining wall design for the Pine Street sidewalk, subject to MnDOT review and including execution of any required easement or permit necessary with MnDOT. 28. A development agreement specifying the terms and conditions of plat and PUD approval for Block 52 First Addition is executed. 29. Comments of City Council. Questions Monticello DEVELOPMENT AGREEMENT Outlines terms and conditions of approval and project development • Trunk Area Charges • Park Dedication • Securities (� CITY 0) Monticdo DEVELOPMENT AGREEMENT • Sidewalks • Pine • Broadway • River • Utilities • Public Parking Lot (� CITY 0) Monticdo DEVELOPMENT AGREEMENT Easements • Cross access and parking between proposed Lots 1 and 2 • Maintenance agreement • Pedestrian access • Plaza radius (� CITY 0) Monticdo DOWNTOWN SUPPORT Fagade Improvement Grant • Block 35 • Block 52 • Historic Signs (� CITY 0) Monticdo