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City Council Agenda Packet 03-24-20251. Agenda Documents Documents: 03-24-25 AGENDA.PDF 2025-3-10 MINUTES CC SPEC (DRAFT).PDF 2025-3-10 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C PROPERTY.PDF 2D FIRE DEPARTMENT DONATION.PDF 2E WC DUCKS GAMBLING.PDF 2F IEDC APPOINTMENT.PDF 2G MASSAGE LICENSE AMENDMENT.PDF 2H CMRP MEMBERSHIP.PDF 21 COMMUNITY ENERGY TRANSITION GRANT AMENDMENT.PDF 2J MASTERCRAFT PUD.PDF 2K ACTIVE ADVENTURES CUP.PDF 2L DISCOUNT TIRE CUP.PDF 2M NORDIC CUP.PDF 2N CONTRACT MOWING SERVICES.PDF 4A SPORTSTRAQ LINE MARKING STEERING KIT.PDF 4B SOLID WASTE RECYCLING CONRACT.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 24, 2025 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING (Academy Room) 5:15 — 5:30 p.m. Chamber Lease Discussion 5:30 — 6:15 p.m. Downtown Parking Discussion Mayor: Lloyd Hilgart Council Members: Kip Christianson, Charlotte Gabler, Tracy Hinz, and Lee Martie 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting minutes from March 10, 2025 • Regular Meeting Minutes from March 10, 2025 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements • MCC Announcements F. Council Liaison Updates • Library Board • Economic Development Authority (EDA) • 1-94 Coalition G. Department Updates • Economic Development Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2025-22 accepting a donation of $200 from Michael Pixomatis for Fire Department general use E. Consideration of approving an application for a temporary gambling permit for a raffle to be conducted by the Wright County Ducks Unlimited, Chapter 39 on May 5, 2025, at River City Extreme, 3875 School Blvd. F. Consideration of appointing Greg Schultz to the Industrial & Economic Development Committee (IEDC) for a three-year term expiring on December 31, 2027 G. Consideration of adopting an Ordinance 844 amending the Monticello City Code, Title XI, Chapter 117 - Therapeutic Massage Enterprise and Massage Therapist, Section 117.04 Exceptions H. Consideration of adopting Resolution 2025-23 joining the Central Mississippi River Partnership (CMRP) I. Consideration of authorizing an amendment to the Community Energy Transition (CET) Grant agreement revising the project activity budget line items (funding award remains $1,000,000) and extending the expiration date to June 30, 2026 Consideration of adopting Resolution 2025-24 approving Development Stage and Final Stage Planned Unit Development and Resolution 2025-25 and Ordinance 845 rezoning to Mastercraft Planned Unit Development for Phased Industrial Development including Industrial Service and Industrial Self -Storage as Principle Uses in the 1-2 (Heavy Industrial) District and adopting Summary Ordinance 845A for publication. Applicant: Tim Flander/Big Bear Holdings K. Consideration of approving a Conditional Use Permit for a proposed Entertainment/Recreation, Indoor Commercial Facility in an 1-2 (Heavy Industrial) District. Applicant: Elizabeth Barthel L. Consideration of approving a Conditional Use Permit for a proposed Auto Repair - Minor Facility in a B-4 (Regional Business) District and Conditional Use Permit for Cross Access and Parking. Applicant: Steven McCleary c/o RA Smith, Inc. M. Consideration of approving a Conditional Use Permit for Cross Parking Agreement in the Central Community District (CCD). Applicant: Zach Barthel N. Consideration of accepting proposals and awarding a three-year mowing and landscape maintenance contract with Grounds Maintenance Service, Inc. for an estimated annual contract cost of $13,610 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of accepting quote from Traqnology Turf Tech for the purchase of a Sportstraq Line Marking Steering Kit for $46,795 for the Parks, Arts & Recreation Department B. Consideration of approving a 10-year contract with LRS of Minnesota, LLC for citywide residential solid waste and recycling services 5. Other Business Emerging Leader Award (League of MN Cities) Nomination 6. Adjournment MINUTES MONTICELLO CITY COUNCIL WORKSHOP Monday, March 10, 2025 — 5:00 p.m. Academy Room, Monticello Community Center Present: Lloyd Hilgart, Kip Christianson, Charlotte Gabler, Tracy Hinz, and Lee Martie Absent: None Staff: Rachel Leonard, Matt Leonard, Angela Schumann, Sarah Rathlisberger, Tom Pawelk Others: Jim Gerads, Jim's Mille Lacs Disposal, Inc. 1. Call to Order Mayor Lloyd Hilgart called the workshop to order at 5:00 p.m. 2. Discussion on south Monticello utility studies Matt Leonard, Public Works Director/City Engineer, gave a brief overview of the current solid waste and recycling contract with Waste Management that expires on May 31, 2025. Information was provided on the six proposals that were received: Waste Management, LRS of Minnesota, LLC, Jim's Mille Lacs Disposal, Curbside Waste Inc., West Central Sanitation, and Republic Services. Staff reviewed the proposals received and scored them based on the following criteria: • Price • Management/Experience/Customer Service • Implementation and Roll -Out Plan The final three companies' recommended by staff included Waste Management, LRS, and Curbside Waste Inc. These proposals were discussed as well as the contract term options. The proposals provided a base five-year term as well as options for additional contract term lengths of two- and five-year options. The proposed implementation plan and customer service components of the proposals were discussed as well as pricing for the various term options provided. Jim Gerads, Jim's Mille Lacs Disposal Inc., provided an update on their proposal and the option to have the cans marked with a City of Monticello logo and have them become property of the City of Monticello at the end of the contract term. After much discussion, City Council provided consensus to have staff move forward with contract negotiations with LRS of Minnesota, LLC for a 10-year term at prices outlined in their proposal. City Council Special Meeting Minutes — March 10, 2025 3. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Attest: City Council Special Meeting Minutes — March 10, 2025 City Administrator MONTICELLO CITY COUNCIL REGULAR MEETING MINUTES Monday, March 10, 2025 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Kip Christianson, Tracy Hinz, Charlotte Gabler, and Lee Martie 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 Motion by Council Member Hinz to approve the agenda. Council Member Christianson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special meeting minutes from February 10, 2025 • Special Meeting Minutes from February 24, 2025 • Regular Meeting Minutes from February 24, 2025 Motion by Council Member Hinz to approve of the meeting minutes. Council Member Christianson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Rachel Leonard, City Administrator, noted the following public announcements: • Monticello Help Center Food Drive • Spring Egg Dive is on Friday, April 4 F. Council Liaison Updates • Economic Development Authority (EDA) — Council Member Hinz gave an update of the meeting held on February 12. The EDA approved an Interfund Loan resolution related to Block 34 and approved additional items related to an Economic Development Tax Increment Financing (TIF) District related to Block 34. The EDA denied a Loan Subordination Agreement related to RRG Holdings. • Industrial & Economic Development Committee —Council Member Gabler provided an overview of the meeting held March 4. The group approved a new City Council Minutes: March 10, 2025 Page 1 1 3 member appointment. They also heard a presentation on PFAS by Public Works Director/City Engineer Matt Leonard and updates from the City's City Administrator, Economic Development Manager, Chamber of Commerce, and Wright County Economic Development Partnership on various items. • Planning Commission — Council Member Christianson commented on the Planning Commission meeting held March 4. The Planning Commission held a work session prior to their regular meeting to review a concept proposal on data center options. The commission approved items for Mastercraft Outdoors, Discount Tire and Active Adventures and items related to Nordic Taphouse relocation. G. Department Updates • Arvig/FiberNet 2024 4t" Quarter/Annual Update — Mark Birkholz, Arvig, presented the 2024 final quarter report and 2024 annual report. 2. Consent Agenda: Motion by Council Member Martie to approve the Consent Agenda. Council Member Hinz 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 $715,578.40. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for Monticello Community Center (MCC) and termination for Streets Department. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2025-18 approving the reallocation of past contributions made to the Monticello Fire Department in the amount of $12,831.08. Action taken: Resolution 2025-18 reallocating contributions was approved. E. Consideration of approving an application from Church of St. Henry for a charitable gambling permit for bingo and a raffle to be held at Little Mountain Elementary, 9350 Fallon Avenue, on May 4, 2025. Action taken: Gambling permit application was approved. F. Consideration of approving a Special Event Permit allowing use of Ellison Park and related assistance for Wright Sherburne Pride Committee on July 26, 2025. Applicant: Brian Letz. Action taken: Special event permit was approved with the City Council Minutes: March 10, 2025 Page 2 1 3 following conditions: 1) Continued coordination with the Parks & Recreation Department; 2) Notification of adjacent property owners by the permit holder; 3) Receipt of Certificate of Liability Insurance; and 4) Waiving of the park/shelter rental fees in exchange for a future service project for the Parks & Recreation Department by the Sherburne Wright Pride Committee. G. Consideration of approving Resolution 2025-20 in support of constructing a Water Treatment Facility. Action taken: Resolution 2025-20 supporting a Water Treatment Facility was approved. H. Consideration of adopting Resolution 2025-19 approving a Sewer and Water Availability and Connection and Truck Area Assessment Agreement. Applicant: Monticello Hospitality Group, LLC. Action taken: Resolution 2025-19 approving the assessment agreement was adopted. Consideration of adopting Resolution 2025-21 accepting donations of $500 from Cornerstone Chevrolet for Fire Department general use and $825.95 from Monticello Fire Relief for a 91N Cut-off Saw Fuel M18 kit. Action taken: Resolution 2025-21 accepting the donations was adopted. 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda 5. Adiournment The meeting was adjourned at 6:55 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: March 10, 2025 Page 3 1 3 City Council Agenda: 3/24/2025 2A. Consideration of approving payment of bills Prepared by: Finance Director Reviewed by: N/A ACTION REQUESTED Meeting Date 3/24/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve the bill and purchase card registers for a total amount of $588,046.93. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. I. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers 1 Accounts Payable Checks by Date - Summary by Check Date User: julie.cheney@monticellomn.gov Printed: 3/19/2025 1:19 PM CITY OF � Mont1*CC_0 Check No Vendor No Vendor Name Check Date Check Amount ACH 1426 CITY OF MONTICELLO 03/15/2025 4,709.71 ACH 1565 WELLS FARGO CORP TRUST SERVICE 03/15/2025 16,000.00 ACH 2282 MRI SOFTWARE 03/15/2025 23.00 ACH 2405 WELLS FARGO - Monthly Charges/Returt 03/15/2025 17,573.97 ACH 2438 VANCO SERVICES LLC 03/15/2025 117.59 ACH 2811 US BANK CORPORATE PMT SYSTEM 03/15/2025 47,842.00 ACH 3241 LINCOLN FINANCIAL GROUP 03/15/2025 3,473.91 ACH 4263 CAYAN 03/15/2025 1,377.03 ACH 5147 MN PEIP 03/15/2025 63,576.72 ACH 6041 HEALTHEQUITY INC 03/15/2025 16.60 Total for 3/15/2025: 154,710.53 Report Total (10 checks): 154,710.53 The preceding list of bills payable was reviewed and approved for payment. Date: 3/24/2025 Approved by: Mayor Lloyd Hilgart AP Checks by Date - Summary by Check Date (3/19/2025 1:19 PM) Page 1 Accounts Payable Checks by Date - Summary by Check Date User: debbie.gulbrandson@monticellomn Printed: 3/19/2025 3:35 PM 4�AMontCITY iOF ce-o Check No Vendor No Vendor Name Check Date Check Amount ACH 1036 APEC AQUISITIONS INC 03/25/2025 768.78 ACH 1062 BEAUDRY OIL COMPANY 03/25/2025 4,136.23 ACH 1065 BELLBOY CORPORATION 03/25/2025 9,628.18 ACH 1074 BOLTON AND MENK INC 03/25/2025 1,076.00 ACH 1083 BRAUN INTERTEC CORPORATION 03/25/2025 14,639.00 ACH 1089 SARA CAHILL 03/25/2025 152.60 ACH 1091 CAMPBELL KNUTSON PA 03/25/2025 2,954.86 ACH 1106 CENTRAL MCGOWAN INC 03/25/2025 78.00 ACH 1129 DAHLHEIMER BEVERAGE LLC 03/25/2025 55,991.63 ACH 1153 ECM PUBLISHERS INC 03/25/2025 158.75 ACH 1223 HAWKINS INC 03/25/2025 13,388.26 ACH 1239 NORTH CENTRAL INTERNATIONAL L 03/25/2025 138.24 ACH 1273 KIWI KAI IMPORTS, INC. 03/25/2025 575.50 ACH 1320 TRICIA HANDORFF 03/25/2025 152.60 ACH 1337 CORINNE MITCHELL 03/25/2025 49.00 ACH 1364 MOBILE HEALTH SERVICES LLC 03/25/2025 1,210.00 ACH 1377 MONTICELLO SENIOR CENTER 03/25/2025 5,833.33 ACH 1386 M-R SIGN CO INC 03/25/2025 2,470.82 ACH 1413 GOPHER STATE ONE CALL INC 03/25/2025 29.70 ACH 1417 OSC OXYGEN SERVICE COMPANY 03/25/2025 114.25 ACH 1470 RUSSELL SECURITY RESOURCE INC 03/25/2025 2,264.00 ACH 1518 TDS TELECOM 03/25/2025 346.93 ACH 1552 VIKING COCA COLA BOTTLING CO 03/25/2025 771.75 ACH 1561 WATER LABORATORIES INC 03/25/2025 270.00 ACH 1584 WSB & ASSOCIATES INC 03/25/2025 334.00 ACH 1684 VINOCOPIA 03/25/2025 2,070.48 ACH 1726 MARCO TECHNOLOGIES 03/25/2025 1,559.98 ACH 1741 KENNETH KAKO 03/25/2025 100.00 ACH 2154 FEDERATED CO-OPS INC 03/25/2025 125.68 ACH 2273 FIBERNET MONTICELLO - ACH 03/25/2025 5,257.00 ACH 3486 STATE INDUSTRIAL PRODUCTS CORP 03/25/2025 839.70 ACH 3829 STEVE LANGANKI 03/25/2025 825.50 ACH 4502 ARVIG 03/25/2025 11,187.01 ACH 4633 PERFORMANCE FOOD GROUP INC 03/25/2025 1,434.63 ACH 4646 CAPITOL BEVERAGE SALES L.P. 03/25/2025 10,258.17 ACH 4832 TIFCO INDUSTRIES, INC. 03/25/2025 693.27 ACH 4962 RENGEL PRINTING COMPANY, INC 03/25/2025 239.90 ACH 5027 ERICA WITZMANN 03/25/2025 3,750.00 ACH 5201 DICK FAMILY, INC. 03/25/2025 723.30 ACH 5211 RANDI O'KEEFE KRIER 03/25/2025 2,005.21 ACH 5426 NOVEL SOLAR TWO LLC 03/25/2025 9,003.34 ACH 5709 BEN LUNDQUIST 03/25/2025 6,249.99 ACH 5791 WILLIAM SCHINDELE 03/25/2025 69.99 ACH 5998 SADIE NIELSEN 03/25/2025 1,425.00 ACH 6272 DANGEROUS MAN BREWING COMPA 03/25/2025 210.00 ACH 6285 NOKOMIS ENERGY LLC 03/25/2025 5,964.41 ACH 6300 NOVEL SOLAR ONE LLC 03/25/2025 1,065.00 AP Checks by Date - Summary by Check Date (3/19/2025 3:35 PM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount ACH 6301 NOVEL SOLAR FIVE LLC 03/25/2025 72.44 ACH 6500 ALAYNA LEIRAN 03/25/2025 50.00 ACH 6521 SANTIAGO CASTRO 03/25/2025 50.00 129774 3791 TRI STATE BOBCAT 03/25/2025 105.47 129775 4859 TRIO SUPPLY COMPANY 03/25/2025 1,637.53 129776 1544 US POSTAL SERVICE 03/25/2025 2,363.14 129777 3972 VARITECH INDUSTRIES INC 03/25/2025 19.65 129778 1560 WASTE MANAGEMENT OF MINNESO7 03/25/2025 84,718.25 129779 5295 WATKINS VETERINARY CLINIC PA 03/25/2025 161.00 129780 1581 WRIGHT CO RECORDER 03/25/2025 230.00 129781 2187 WRIGHT COUNTY SHERIFF OFFICE 03/25/2025 300.00 129782 1589 ZIEGLER INC 03/25/2025 2,946.77 129792 5660 ABSOLUTE PRINT GRAPHICS 03/25/2025 2,754.07 129793 5948 AE2 - ADVANCED ELEMENTS, INC. 03/25/2025 25,310.88 129794 6463 ALL SEASONS GARAGE DOOR CO 03/25/2025 310.00 129795 1019 ALLINA HEALTH SYSTEM 03/25/2025 1,097.25 129796 3491 ARTISAN BEER COMPANY 03/25/2025 509.10 129797 6602 ATLAS COPCO COMPRESSORS LLC 03/25/2025 1,112.00 129798 6604 ANGELA BEEHLER 03/25/2025 832.00 129799 1067 BERNICK'S 03/25/2025 5,635.80 129800 6603 BIG STATE INDUSTRIAL SUPPLY 03/25/2025 287.76 129801 4328 BREAKTHRU BEVERAGE MN WINE & 03/25/2025 7,034.79 129802 6523 BROTHER BUILT MASONRY 03/25/2025 2,692.00 129803 2931 CENTRAL LOCKSMITHS INC. 03/25/2025 120.10 129804 2935 CUSTOMIZED FIRE RESCUE TRAININi 03/25/2025 1,000.00 129805 6465 DAVIS MECHANICAL SYSTEMS, INC 03/25/2025 17,775.50 129806 6544 ARYN LILL DIEMAND 03/25/2025 5,000.00 129807 4010 MARILYN DIRKSWAGER 03/25/2025 580.00 129808 1179 FIRE SAFETY USA INC 03/25/2025 13,016.00 129809 1205 GRAINGER INC 03/25/2025 160.97 129810 6600 TONYA GROFT 03/25/2025 597.75 129811 6543 GROMBERG & ASSOCIATES LLC 03/25/2025 270.00 129812 5773 HAGEN CHRISTENSEN & MCIIWAIN A 03/25/2025 5,315.00 129813 1253 J H LARSON COMPANY 03/25/2025 3,643.71 129814 1263 JOHNSON BROTHERS LIQUOR CO. 03/25/2025 24,056.01 129815 5214 JOHNSON FITNESS & WELLNESS 03/25/2025 467.50 129816 1270 KENNEDY AND GRAVEN CHARTEREh 03/25/2025 619.50 129817 1306 MAIN STREET DESIGNS INC 03/25/2025 1,704.00 129818 1363 MN STATE FIRE DEPARTMENT ASSOC 03/25/2025 375.00 129819 2512 MONTICELLO PLBG HTG AC LLC 03/25/2025 1,740.00 129820 1687 NORTHLAND SECURITIES INC 03/25/2025 3,920.00 129821 1427 PHILLIPS WINE & SPIRITS CO 03/25/2025 13,018.08 129822 1430 PIONEER MANUFACTURING CO 03/25/2025 2,677.83 129823 5632 RANDY HELLMAN CONSTRUCTION L 03/25/2025 4,493.00 129824 1476 SCHLUENDER CONSTRUCTION INC 03/25/2025 4,900.00 129825 6601 HILLARY SCHMALZ 03/25/2025 60.00 129826 3309 SOUTHERN GLAZER'S WINE AND SPII 03/25/2025 5,006.58 Total for 3/25/2025: 433,336.40 Report Total (94 checks): 433,336.40 AP Checks by Date - Summary by Check Date (3/19/2025 3:35 PM) Page 2 The preceding list of bills payable was reviewed and approved for payment. Date: 3/24/25 Approved by: Mayor Lloyd Hilgart City Council Agenda: 3/24/2025 2B. Consideration of approving new hires and departures for Citv departments Prepared by: Meeting Date: ® Consent Agenda Item N/A 3/24/2025 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 3/24/2025 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 3/24/2025 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 3/24/2025 2D. Consideration of adopting Resolution 2025-22 accepting a donation of $200 from Michael Pixomatis for Fire Department general use Prepared by: Meeting Date: ® Consent Agenda Item City Clerk Reviewed by: N/A ACTION REQUESTED 3/24/2025 Approved by: City Administrator ❑ Regular Agenda Item Motion to adopt Resolution 2025-22 accepting a donation of $200 from Michael Pixomatis for Fire Department general use. REFERENCE AND BACKGROUND Monticello resident Michael Pixomatis presented the Fire Department with a check for $200 in memory of his father Joseph Pixomatis. Joseph Pixomatis served on the Minneapolis Fire Department (29 years) and Minot, ND Fire Department (7 years). His family gave the donation in appreciation of the fact that two members of the Monticello Fire Department attended the funeral. The donation is intended to be used at the discretion of the Fire Department for needed items. As required by state statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. I. Budget Impact: The donation will help fund Fire Department items. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2025-22 accepting the donation for the Fire Department. SUPPORTING DATA • Resolution 2025-22 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2025-22 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION/PURPOSE CASH Michael Pixomatis Fire Department General $200 Use WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 241" day of March, 2025. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 3/24/2025 2E. Consideration of approving an application for a temporary gambling permit for a raffle to be conducted by Wright County Ducks Unlimited, Chapter 39 on Mav 5, 2025 at River City Extreme, 3875 School Blvd. Prepared by: City Clerk Meeting Date: ® Consent Agenda Item 3/24/2025 ❑ Regular Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTED City Administrator Motion to approve the temporary gambling permit for Wright County Ducks Unlimited, Chapter 39 for an event on May 5, 2025, being held at River City Extreme, 3875 School Boulevard. REFERENCE AND BACKGROUND Wright County Ducks Unlimited has applied for a temporary charitable gambling permit for a raffle to be held on May 5, 2025. The event is being held at River City Extreme, 3875 School Blvd. To receive a permit from the State, the City must approve the application. STAFF RECOMMENDED ACTION City staff recommends approval of the temporary gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit An exempt permit may be issued to a nonprofit organization that: • conducts lawful gambling on five or fewer days, and • awards less than $50,000 in prizes during a calendar year. If total raffle prize value for the calendar year will be $1,500 or less, contact the Licensing Specialist assigned to your county by calling 651-539-1900. ORGANIZATION INFORMATION 4/23 Page 1 of 3 Application Fee (non-refundable) Applications are processed in the order received. If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Due to the high volume of exempt applications, payment of additional fees prior to 30 days before your event will not expedite service, nor are telephone requests for expedited service accepted. Organization 14 h % � 1 /) /'/� © C Previous GamblingName: lI d �lC (�jrr• r�^c f% (j / Permit Number: X- Minnesota Tax ID J [ Federal Employer ID Number, if any: Number (FEIN), if any: Mailing Address: 13 �j� v -�! 7(Count City: i(AState:!� "l � Zi p y Name of Chief Executive Officer (CEO): i C (CA - CEO Daytime Phone: �� ?CEO Email: �,�G � A- v 4ec 1p q k- cz r. /• L vt,,_` 1 f permit AJ/, I e/'emailed to this f mail address unless otherwise indicated below) Email permit to (if other than the CEO): ira rJ P�/ T (Co P5�'�`�� ( NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) 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 ❑ 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. �X IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) �L 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 p (for raffles, list the site where the drawing will take place): VC V Ct- 1)b,4 Physical Address (do not use P.O. box): ) v ?� 4 f CX Check one: City: Zip: IT-30- County: w v( 51 v'I ❑ Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): a Check each type of gambling activity that your organization will conduct: = Bingo = Paddlewheels = Pull -Tabs = Tipboards �affle 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 4/23 Page 2 of 3 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL for a gambling premises located within city limits The application is acknowledged with no waiting period. The application is acknowledged with a 30-day waiting period, and allows the Board to issue a permit after 30 days (60 days for a 1st class city). F—The application is denied. Print City Name: Signature of City Personnel: Title: Date: The city or county must sign before submitting application to the Gambling Control Board. COUNTY APPROVAL for a gambling premises located in a township The application is acknowledged with no waiting period. The application is acknowledged with a 30-day waiting period, and allows the Board to issue a permit after 30 days. F-1 The application is denied. Print County Name: Signature of County Personnel: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to Board vvit in 30 ay of the ent ate. Chief Executive Officer's Signature: 2. Date: (Si nature must be CEO' signature; designee may not sign) Print Name: REQUIREMENTS Complete a separate application for: • all gambling conducted on two or more consecutive days; or • all gambling conducted on one day. Only one application is required if one or more raffle drawings are conducted on the same day. Financial report to be completed within 30 days after the gambling activity is done: A financial report form will be mailed with your permit. Complete and return the financial report form to the Gambling Control Board. Your organization must keep all exempt records and reports for 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the MAIL APPLICATION AND ATTACHMENTS Mail application with: a copy of your proof of nonprofit status; and application fee (non-refundable). If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Make check payable to State of Minnesota. To: Minnesota Gambling Control Board 1711 West County Road B, Suite 300 South Roseville, MN 55113 Questions? Call the Licensing Section of the Gambling Control Board at 651-539-1900. application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota's Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 3/24/2025 2F. Consideration of approving appointment of Greg Schultz to the Industrial Economic Development Committee (IEDC) for a three-year term ending on 12/31/2027 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager Reviewed by: Community Development Director ACTION REQUESTED 3/24/2025 Approved by: City Administrator ❑ Regular Agenda Item Motion to approve Greg Schultz of National Bank of Commerce (formerly Riverwood Bank) as a member of the IEDC for a 3-year term ending on December 31, 2027. REFERENCE AND BACKGROUND On March 4 the IEDC voted to recommend the City Council appoint Greg Schultz to serve a 3- year term on the Committee. Per the IEDC's Ordinance and the Organizational and Membership Guidelines, members recommended for appointment must be ratified by the City Council. Mr. Schultz will be filling a vacant position on the IEDC formerly held by Randy Skarphol, who recently retired. Mr. Schultz is a business banker at National Bank of Commerce, located at 1421 East 71h Street. If Mr. Schultz's appointment is ratified by the City Council, there will be no other vacancies on the IEDC. Budget Impact: None. IEDC members do not receive a stipend. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend approval of Greg Schultz's application to serve a three-year term on the IEDC. SUPPORTING DATA A. IEDC Membership Application B. IEDC Organizational and Membership Guidelines C. IEDC Ordinance- Title 2, Chapter 10 D. 2025 Annual IEDC Membership Roster EMPLOYMENT APPLICATION City of Monticello CITY o F 505 Walnut Street Monticello, Minnesota - 55362 Monticello http://www.MonticelloMN.aov (http://www.MonticelloMN.ggv). MINNESOTA Schultz, Gregory, M Industrial and Economic Development Committee (Volunteer) PERSONAL INFORMATION POSITION TITLE: Job Number: Industrial and Economic Development Committee (Volunteer) 2025-00004 NAME: (Last, First, Middle) PERSON ID: Schultz, Gregory, M 61213755 ADDRESS: (Street, City, State, Zip Code) HOME PHONE: Received: 2/27/25, 8:47 AM For Official Use Only: QUAL: DNQ: ❑ Experience ❑ Training ❑ Other: EMAIL ADDRESS: NOTIFICATION PREFERENCE: gschultz4nbcbanking.com Email LEGAL RIGHT TO WORK IN THE UNITED STATES?: HIGHEST LEVEL OF EDUCATION: ■ Yes ❑ No Bachelor's Degree PREFERENCES WHAT TYPE OF JOB ARE YOU LOOKING FOR? TYPES OF WORK YOU WILL ACCEPT: EDUCATION SCHOOL NAME: Cardinal Stritch University LOCATION:(City, , State) DID YOU GRADUATE? DEGREE RECEIVED: Plymouth, MN ■ Yes ❑ No Bachelor's MAJOR/MINOR: Business Management WORK EXPERIENCE DATES: EMPLOYER: POSITION TITLE: from December/2024 to Present National Bank of Commerce Commercial Banker ADDRESS: (Street, City, State, Zip Code): 1421 E 7th St Monticello, MN 55362 PHONE NUMBER: MAY WE CONTACT THIS EMPLOYER? (763) 271-1441 ❑ Yes ■ No HOURS PER WEEK: 40 DUTIES: Commerical Lending Real Estate and C&I Commercial deposit accounts Customer Service REASON FOR LEAVING: Present Position DATES: EMPLOYER: POSITION TITLE: from April/2023 to December/2024 RiverWood Bank Branch President ADDRESS: (Street, City, State, Zip Code): 1421 E 7th St Monticello, MN 55362 PHONE NUMBER: SUPERVISOR: MAY WE CONTACT THIS Bart Taylor EMPLOYER? El Yes ■No HOURS PER WEEK: 40 DUTIES: Retail Branch Manager Consumer and business checking Mortgage lending Business Development REASON FOR LEAVING: Bank was sold DATES: EMPLOYER: POSITION TITLE: from June/2018 to March/2023 Spire Credit Union Branch Manager ADDRESS: (Street, City, State, Zip Code): Elk River, MN 55330 MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No HOURS PER WEEK: 40 DUTIES: Retail Branch Manager Consumer and business checking Mortgage lending Business Development REASON FOR LEAVING: RiverWood Bank OFFICE SKILLS: Nothing Entered For This Section OTHER SKILLS: Nothing Entered For This Section LANGUAGE(S): Nothing Entered For This Section SUPPLEMENTAL INFORMATION Nothing Entered For This Section CERTIFICATES AND LICENSES Nothing Entered For This Section SKILLS Agency - Wide Questions 1. Are you at least 18 years old? Yes 2. How did you hear about this position? City of Monticello Website 3. If you marked "Other" please specify. NA 4. Why are you interested in serving on this Board or Commission? Be more involved in the City of Monticello 5. Please list your qualifications for this volunteer appointment. I have been in the financial industry for over 25 years. I know the city of Monticello, and I believe that I can offer my experience to help the city grow 6. Please list all City Boards, Commissions, or Committees you're currently serving on or have served on in the past. Write N/A if this question doesn't apply. NA By clicking on the 'Accept & Submit' button, I hereby certify that all of the information provided by me in this application (or any other accompanying or required documents) is correct, accurate and complete to the best of my knowledge. I understand that the falsification, misrepresentation or omission of any facts in said documents may be cause for denial of employment or immediate termination of employment regardless of the timing or circumstances of discovery. I understand that submission of an application does not guarantee employment. I understand that none of the documents, policies, procedures, actions, statements of the City of Monticello or its representatives used during the employment process is deemed a contract of employment, real or implied. In consideration for employment with the City of Monticello, if employed, I agree to conform to the rules, regulations, policies and procedures of the City of Monticello at all times and understand that such obedience is a condition of employment. I understand that if offered a position with the City of Monticello, I may be required to submit to a drug screening and background check as a condition of employment. I understand that unsatisfactory results from, refusal to cooperate with, or any attempt to affect the results of these pre -employment tests and checks will result in withdrawal of any employment offer or termination of employment if already employed. With my signature below, I am providing the City of Monticello authorization to verify all information I provided within this application, including contacting current or previous employers. However, I understand that if, in the Employment Experience section I have answered "No" to the question, "May we contact your current employer?", contact with my current employer will not be made without my specific authorization. This application was submitted by Schultz, Gregory, M Signature Date MONTICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES I. Meeting Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. II. Mission Statement and Objectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. III. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16-18 members. IV. Make-up of the Committee: Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint a representative of either the Mayor or and a Council Member to the IEDC as a non -voting members. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. These members shall be considered in committee size. Citv Staff Members: Non -voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. VI. Length of Membership Term: Members shall serve for three year terms on a three year rotating basis so that approximately one-third of the membership expires each year. Individuals wishing to continue serving on the committee may so indicate prior to the expiration of their term. Any member wishing to relinquish his/her position on the IEDC may do so by submitting a letter of resignation. 2016IEDCORG&GUIDELINES IEDC ORGANIZATIONAL/MEMBERSHIP GUIDELINES PAGE 2 VII. Fillinjz a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VIII. Membership Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75% of the meetings in any given year. A year is defined as beginning on the 1 st of January and ending the 31 th of December. Amended: 01 /05/ 16, 12/06/2016 2016IEDCORG&GUDELINES pRDrNANCF Np, 836 07-Y AN pRDrNAN wRrGyT CpF MoNTrC CEgMFNDr pC1I�TY Ml F��O THEC FCONoMrN� TrTLF ri NNFSoTA .IreCoUNcl` C DFVFIO ' CHAPTER 32 .s Section of rHE C�T1' FNT CpMMI FCTr pN 32.0 1. T/TEEit..�FM°�r�cE OFF MFMg ,� ` rND�sr qd Ito ORDA/ FRSHrP Rrq� AND Committee' Sihistrati°n, C NS: § 32'Q>> Section 3207 hapter 3 MF 18FRS Membe /ndUstria/ Council city, s ylP ership: and Economi theuncil. The Co EDC shall co c DeV el°pine city mmitte consist o f nt Organ; a Specific genera/ e member do era/ s s66 l 18 regular sere on th nal and Me mernbQ --L all consist ° members 0ffic;o r»eme IEDC The bersh;p Guy p eligibility o f city busines to be appointed ber of the /E hector o f the one n the IEpC s s represent rated by the DC. e citY"s Cha cOUnci/me hall be ; at,�es or residents tuber rnber de f ned ; siden ` of Cony shall be n the is of Se�tiOn 2. coerce and / appointed A This Ordinan Industry shall b nually to dopteab the ce shall beco e an ex- C/tY Council o me effective ; f the City of mined lately u Monticello th . pon its Passage. �s l2rn day of NOvennber, 2 ATTEST, 0'ry of MoN 02 4. TrCFLLo n if �l°Yd Nil er Sch ; e C gart, Mayor tY Clerk OT lNG V IN OT /NG I N OFP V OR' Gabler POSIT/ON. NoN*lgart, y;nz ne ' Marcie, and MUrdoff 2025 ANNUAL BOARD AND COMMISSION MEMBERS COMMISSIONS/BOARDS Planning Commission (3-year staggered terms) Parks, Arts, and Recreation Commission (3-year staggered terms) Library Board (3-year staggered terms) Economic Development Authority (6-year staggered terms) IEDC: (3-year staggered terms) Bertram Chain of Lakes Advisory Council (3-year staggered terms) NAME TERM EXPIRES Melissa Robeck 3 yr 12/2025 Teri Lehner 3 yr 12/2026 Rob Stark 3 yr 12/2026 Richard Kothenbeutel 3 yr 12/2027 Andrew Tapper 3 yr 12/2027 Julie Jelen 3 yr 12/2025 Steve Peterka 3 yr 12/2025 Adam Leiferman 3 yr 12/2025 Danielle Murdoff 3 yr 12/2026 Daryl Tindle 3 yr 12/2026 Maria Onnen 3 yr 12/2027 Janine Kopff 3 yr 12/2027 Joan Brezlin 3 yr 12/2025 Jamie Driscoll 3 yr 12/2026 Shea Roskowiak 3 yr 12/2026 Lisa Bush 3 yr 12/2027 Beth Metzger 3 yr 12/2027 Steve Johnson 6 yr 12/2029 Jon Morphew 6 yr 12/2026 Hali Sittig 6 yr 12/2027 Rick Barger 6 yr 12/2028 VACANCY 6 yr 12/2030 Tracy Hinz (voting) Council rep Lloyd Hilgart (voting) Council rep Joni Pawelk 3 yr 12/2025 Wayne Elam 3 yr 12/2025 Tracy Hinz 3 yr 12/2025 Sonja McElory 3 yr 12/2025 Mike Huey 3 yr 12/2025 Liz Kokesh 3 yr 12/2025 Andrew Tapper 3 yr 12/2026 Eric Olson 3 yr 12/2026 Rob Stark 3 yr 12/2026 Tony Velishek 3 yr 12/2026 Aaron Holthaus 3 yr 12/2026 Sarah Kortmansky 3 yr 12/2026 Jarred Merchant 3 yr 12/2026 Sean Hafen 3 yr 12/2027 Darek Vetsch 3 yr 12/2027 Luke Dahlheimer 3 yr 12/2027 Randy Skarphol 3 yr 12/2027 Corey Ritter Chamber Rep 12/2027 Chamber Director ex -off icio Daryl Tindle Parks rep 12/2026 Tom Vetsch (at large) 3 yr 12/2026 City Council Agenda: 3/24/2025 2G. Consideration of adopting Ordinance 844 amending Title XI, Section 117 of the City Code — Therapeutic Massage Enterprises and Massage Therapists, by amending Section 117.04: Exceptions Prepared by: City Clerk Reviewed by: N/A ACTION REQUESTED Meeting Date 3/24/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to adopt Ordinance 844 amending Title XI, Section 117 of the City Code — Therapeutic Massage Enterprises and Massage Therapists, by amending Section 117.04: Exceptions. REFERENCE AND BACKGROUND The Therapeutic Massage Enterprises and Massage Therapists ordinance includes a section of exceptions to accommodate instances when massage therapists do not have to obtain a license. These include therapists who work under the direction of a doctor or chiropractor, or provide a service to a hospital, nursing home, etc. Staff requests to modify the ordinance to add an exemption to this list for businesses that offer massage as an accessory use but not as the principal activity of the business. For example, a business that provides acupuncture services. There may be some massage techniques to assist with the service; however, acupuncture is the primary role of the business. The ordinance proposed includes language specifying the business would be required to submit financial documents showing that 25% or less of their revenue was from massage. The statements would be filed each year with the City Clerk by the person operating the business. Budget Impact: N/A II. Staff Workload Impact: Staff time to create the ordinance. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend approving the ordinance amending Title XI, Section 117 of the City Code — Therapeutic Massage Enterprises & Massage Therapists, amending Section 117.04: Exceptions. SUPPORTING DATA • Draft Ordinance 1 ORDINANCE NO. 844 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XI, SECTION 117 OF THE MONTICELLO CITY CODE -THERAPEUTIC MASSAGE ENTERPRISES AND MASSAGE THERAPISTS ORDINANCE BY AMENDING SECTION 117.04 - EXCEPTIONS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Section 117.04, Chapter 117 of the City Code of the City of Monticello is amended to add the following: 117.04 Exceptions A therapeutic massage enterprise or therapist license is not required for the following persons and places: JD) No license shall be required for anv premises where massage is offered as an accessory use if it meets the following criteria as evidenced by documents submitted to and reasonably acceptable to the city: 1.The Principal activitv of the business shall not be massage. 2.No more than 25 percent of the establishment's annual gross revenue shall be derived from mas�age as shown by financial statements certified as being true and correct by an independent certified public accountant. Section 2. Effective Date. This Ordinance shall be effective immediately upon its passage and publication according to law. Adopted by the City Council of Monticello, Minnesota on the 241" day of March, 2025. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: City Council Agenda: 3/24/2025 2H. Consideration of adopting Resolution 2025-23 joining the Central Mississippi River Partnership (CMRP) Prepared by: Meeting Date: ® Consent Agenda Item City Administrator 3/24/2025 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director N/A ACTION REQUESTED Motion to adopt Resolution 2025-23 joining the Central Mississippi River Partnership. REFERENCE AND BACKGROUND The Central Mississippi River Regional Planning Partnership (CMRP), previously known as the Highway 25 Coalition, is a joint powers entity created to facilitate regional transportation improvements in the TH25 corridor between Highway 10 and 1-94. The City of Monticello has been a member of the organization since its inception in 2016. During the last year, CMRP partners researched the value of transitioning from its joint power structure to a non-profit organization. They determined incorporating and moving forward as a non-profit would better align with the efforts and activities anticipated in the coming years as the group works through planning and approval processes for critical transportation projects in the region. On January 23 the initial meeting of the new non-profit, called the Central Mississippi River Partnership and maintaining the initials CMRP, was held and the bylaws were approved by the incorporators. While the purpose and work of CMRP will remain consistent despite the changes, the new non-profit is a separate entity, and each partner needs to formally join the new organization as a Government Partner. City Council is asked to consider adopting Resolution 2025-23 supporting the mission of CMRP and committing to the obligations of membership. If approved, the resolution will be submitted to the CMRP board which will vote to approve the City's membership. Budget Impact: Membership dues remain unchanged in the transition from a joint powers entity to a non-profit. $500 was included in the administration department of the General Fund. II. Staff Impact: N/A III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan specifically cites a policy statement that the city "Continue to play a proactive role in regional planning initiatives City Council Agenda: 3/24/2025 and meet regularly with representatives from nearby townships, cities, Wright and Sherburne Counties and the Central Mississippi River Regional Planning Partnership." STAFF RECOMMENDED ACTION City staff recommend adopting the resolution and continuing to be an active partner in CMRP. SUPPORTING DATA A. Resolution 2025-23 B. CMRP Bylaws C. CMRP Meeting Minutes CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2025-23 RESOLUTION TO JOIN THE CENTRAL MISSISSIPPI RIVER PARTNERSHIP WHEREAS, safe and efficient movement along the Minnesota State Highway 25 corridor in Wright and Sherburne Counties is vital to the health, well-being, and economic vitality of the region; and WHEREAS, significant challenges related to traffic safety and mobility persist along the Highway 25 Corridor between Interstate 94 and Highway 10; and WHEREAS, collaboration and coordination among multiple stakeholders, including local governments, business, nonprofits, and individuals, is crucial to the development and implementation of solutions to regional challenges; and WHEREAS, the Central Mississippi River Partnership is a nonprofit advocacy organization whose mission is to promote regional infrastructure and development priorities in Wright and Sherburne Counties through research and analysis, legislative advocacy and public awareness; and WHEREAS, the City of Monticello understands that their membership in the Central Mississippi River Partnership becomes effective following approval from the Partnership's Board of Directors; and WHEREAS, the City of Monticello commits to meeting the obligations and requirements of membership, including the payment of annual membership dues; and WHEREAS, the City of Monticello supports the mission of the Central Mississippi River Partnership to advance regional priorities through collaboration and collective action. 191T,T111 1:141.14 Y91114 :1 :1 111111 0 *4910 all 1-ya f : I X0l It W941911L [al l *9l 2 ►vi Lel ► k 1 [@] 41111931 1. That the City of Monticello hereby agrees to join the Central Mississippi River Partnership. ADOPTED this 24th day of March, 2025 by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL By: ATTEST: Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk BYLAWS OF CENTRAL MISSISSIPPI RIVER PARTNERSHIP Effective: TABLE OF CONTENTS Page ARTICLE I OFFICES................................................................................................................... 1 Section 1. Registered Office....................................................................................... 1 Section 2. Principal Office.......................................................................................... 1 Section3. Other Offices.............................................................................................. 1 ARTICLE II MEMBERS.............................................................................................................. 1 Section 1. Classes of Members................................................................................... 1 Section 2. Membership Rights/Term of Membership ................................................. 1 Section3. Membership Dues...................................................................................... 2 Section 4. Special Purpose Fees, Dues, or Assessments ............................................. 2 Section 5. Non -transferability of Memberships.......................................................... 2 Section 6. Emblems of Membership........................................................................... 2 Section 7. Resignation of Government Partners......................................................... 2 Section 8. Termination of Membership...................................................................... 2 Section9. Record Date............................................................................................... 2 ARTICLE III MEETINGS OF MEMBERS.................................................................................. 3 Section 1. Government Partner Representative and Actions ...................................... 3 Section 2. Annual Meeting......................................................................................... 3 Section 3. Notice of Meetings..................................................................................... 3 Section 4. Remote Communications for Government Partner Meetings .................... 3 ARTICLE IV BOARD OF DIRECTORS..................................................................................... 4 Section 1. General Powers.......................................................................................... 4 Section 2. Qualifications............................................................................................. 4 Section 3. Number; Term of Office and Appointment ............................................... 4 Section4. Vacancy...................................................................................................... 4 i Section 5. Removal of Directors................................................................................. 4 Section6. Resignation................................................................................................ 4 Section 7. Compensation............................................................................................ 5 ARTICLE V MEETINGS OF THE BOARD OF DIRECTORS .................................................. 5 Section 1. Place and Time of Meetings...................................................................... 5 Section 2. Annual Meetings........................................................................................ 5 Section 3. Regular Meetings....................................................................................... 5 Section4. Special Meetings........................................................................................ 5 Section 5. Notice of Meeting...................................................................................... 5 Section6. Quorum and Voting................................................................................... 6 Section 7. Rules of Procedure..................................................................................... 6 Section 8. Action without Meeting............................................................................. 6 Section 9. Remote Communications for Board Meetings .......................................... 7 ARTICLEVI OFFICERS.............................................................................................................. 7 Section1. Number...................................................................................................... 7 Section 2. Election and Term of Office...................................................................... 7 Section 3. Removal and Vacancies............................................................................. 7 Section 4. Chair of the Board...................................................................................... 8 Section5. Vice Chair.................................................................................................. 8 Section6. Secretary.................................................................................................... 8 Section 7. Treasurer.................................................................................................... 8 ARTICLE VII COMMITTEES..................................................................................................... 8 Section1. Committees................................................................................................ 8 Section 2. Ex Officio Member.................................................................................... 9 Section 3. Committee Procedures............................................................................... 9 ii Section 4. Executive Committee................................................................................. 9 ARTICLE VIII DIRECTOR AND STAFF................................................................................... 9 Section 1. Executive Director..................................................................................... 9 ARTICLE IX FISCAL MATTERS............................................................................................... 9 Section 1. Accounting Year........................................................................................ 9 Section 2. Annual Budget, Funding Formula, and Dues ............................................ 9 Section3. Contracts.................................................................................................... 9 Section4. Loans........................................................................................................ 10 Section 5. Checks, Drafts, Etc.................................................................................. 10 Section6. Deposits.................................................................................................... 10 Section 7. Maintenance of Records; Audit............................................................... 10 Section 8. Corporate Seal.......................................................................................... 10 ARTICLE X INDEMNIFICATION............................................................................................ 10 ARTICLE XI DIRECTOR CONFLICT OF INTEREST............................................................ 11 ARTICLE XII AMENDMENTS................................................................................................. 11 iii BYLAWS OF CENTRAL MISSISSIPPI RIVER PARTNERSHIP ARTICLE I OFFICES Section 1. Registered Office. The registered office of Central Mississippi River Partnership (the "Corporation") in the State of Minnesota shall be as stated in the Articles of Incorporation of the Corporation (the "Articles"), or such other place within the State as the Board of Directors may designate from time to time. Section 2. Principal Office. The principal office of the Corporation shall be at such place as the Board of Directors shall designate from time to time. The business of the Corporation shall be transacted from the principal office, and the records of the Corporation shall be kept there. Section 3. Other Offices. The Corporation may have such other offices within and without the State of Minnesota as the Board of Directors may determine. ARTICLE II MEMBERS Section 1. Classes of Members. The membership of the Corporation shall consist of the following classes of members: Government Partners. These shall include counties, cities, and townships, and shall each be referred to as a "Government Partner," and collectively, the "Government Partners." These shall be considered members of the Corporation within the meaning of Minnesota Statutes Chapter 317A. The Government Partners of the Corporation shall consist of such organizations which are admitted as Government Partners upon applying and receiving the approval of three - fourths (3/4) of all members of the Board of Directors. Affiliate Members. The Corporation may have Affiliate Members ("Affiliates") which consist of individuals, groups, businesses, nonprofits, and other organizations who express a desire to become an Affiliate of the Corporation and whom the Corporation accepts and approves as an affiliate in accordance with criteria and procedures established by the Board of Directors from time to time. The Board may establish annual dues payable by such persons associated or affiliated with the Corporation and such other rules pertaining to such persons as the Board may from time to time determine. Section 2. Membership Rights/Term of Membership. Government Partners shall have equal rights and preferences in matters not otherwise provided for by the Board. The sole matter over which the Government Partners have voting authority is for each Government Partner to appoint one member of the Corporation's Board of Directors, in accordance with Article IV of these Bylaws. The Government Partners do not have voting rights with respect to any other purpose or matter which may come before the Corporation. Affiliate members shall not be entitled to voting rights. The term of membership for all Members shall be one year. Section 3. Membership Dues. The Board of Directors may determine from time to time the amount and method of collection of the annual membership fee payable to the corporation. The Board of Directors may establish different dues for different Members or different classes of members. Section 4. Special Purpose Fees. Dues. or Assessments. The corporation may authorize special purpose fees, dues, or assessments for services provided to portions, but not necessarily all, of the membership. Those special assessments, dues, or fees shall be accounted for separately from annual membership dues. Section 5. Non-transferabilitv of Memberships. A member may not transfer a membership or a right arising from it. Section 6. Emblems of Membership. All emblems of membership or reproductions thereof, in any form whatsoever, shall remain, at all times and for all purposes, the exclusive property of the Corporation. A Member (and its designated representatives) is hereby deemed to have agreed that in the event its membership is terminated, revoked, or suspended the corporation shall be authorized to proceed in any appropriate manner to recover all such emblems, and to undertake appropriate action (including legal action) to prevent the former Member's continued use of such emblem. Section 7. Resignation of Government Partners. A Government Partner may resign by providing six (6) months' written notice to the Board of Directors of the Government Partner's intention to resign (unless the Board agrees to a shorter notice period) and showing that all amounts due and payable pursuant to these Bylaws have been paid. Notice shall be provided in the form of a resolution of the Government Partner's governing body. The resigning Government Partner will not be entitled to reimbursement for any funds it provided to the Corporation during the time it was a Government Partner. Section 8. Termination of Membership. Membership in the corporation may be terminated by the Board of Directors following sixty (60) days' written notice, for nonpayment of annual membership dues. Section 9. Record Date. For the purpose of determining Government Partners entitled to notice of and to vote at any meeting of Government Partners or any adjournment thereof, or in order to make a determination of Government Partners for any other proper purpose, the Board of Directors of the Corporation may, but need not, fix a date as the record date for any such determination of Government Partners, which record date shall in no event be more than fifteen (15) days prior to any such intended action or meeting. 2 ARTICLE III MEETINGS OF MEMBERS Section 1. Government Partner Representative and Actions. Each Government Partner shall be represented at Membership meetings by the Director who is appointed to the Board of Directors by such Government Partner (each, a "Representative"). Government Partners shall take action by and through their governing bodies, or to the extent delegated by the Government Partner to their Representative. Section 2. Annual Meeting. The annual meeting of the Government Partners of the Corporation shall be held immediately following the annual meeting of the Board of Directors, or on such other date and at such time and place as may be designated by the Board of Directors in the notice of meeting. At each annual meeting, the Board of Directors may provide an operating update to the Government Partners or transact any other business as may be determined by the Board of Directors. The Board of Directors may determine that any meeting of the Government Partners shall be held solely by means of remote communication. Section 3. Notice of Meetings. Except where a meeting of Government Partners is held immediately following the annual meeting of the Board of Directors as provided in Section 2 above, notice of all meetings of Government Partners stating the date, time, and place thereof, and any other information required by law or desired by the Board of Directors or by such other person or persons calling the meeting, and in the case of special meetings, the purpose thereof, shall be given to each Government Partner of record entitled to vote at such meeting not less than fourteen (14) nor more than sixty (60) days prior to the date of such meeting. Notice of a meeting to be held solely by means of remote communication shall include a statement identifying the means by which Government Partners may participate in such meeting. Notice given to a Representative shall be deemed to constitute notice to the Government Partner. Notice shall be delivered personally, sent by electronic mail to an email address at which the Representative has consented to receive notice, posted on an electronic network on which the Representative has consented to receive notice together with a separate notice to the Representative of the specific posting, mailed, first class postage prepaid, or by such other means as the Secretary deems fair and reasonable under the circumstances. Notice is effective when given. Any Representative may waive notice of any meeting of Government Partners. Waiver of notice shall be effective whether given before, at, or after the meeting and whether given orally, in writing, or by attendance. Attendance by a Representative at a meeting is a waiver of notice of that meeting, except where the Representative objects at the beginning of the meeting to the transaction of business because the meeting is not lawfully called or convened and does not participate thereafter in the meeting, or objects before a vote on an item of business because the item may not lawfully be considered at that meeting and does not participate in the consideration of that item at the meeting. Section 4. Remote Communications for Member Meetings. To the extent permitted by the Board of Directors, a Member may participate in any meeting of the Government Partners I by, and a meeting of the Members may be held solely by, one or more means of remote communication, including conference telephone, video conference, the Internet, or such other means by which persons not physically present in the same location may communicate with each other on a substantially simultaneous basis if the same notice is given of the meeting as would be required for a meeting at a designated place. Participation in a meeting in this manner constitutes presence at a meeting. ARTICLE IV BOARD OF DIRECTORS Section 1. General Powers. The business and affairs of the Corporation shall be managed by or under the direction of a Board of Directors. In addition to the powers conferred upon the Board of Directors by these Bylaws, the Board of Directors may exercise all powers of the Corporation and perform all acts which are not prohibited to it by law, by the Articles or by these Bylaws, all as may be amended. Section 2. Oualifications. Directors may only be natural persons and a majority of Directors must be adults. Each Director shall demonstrate his or her willingness to accept responsibility for governance and his or her availability to participate actively in governance activities. Directors are responsible for maintaining ongoing engagement with the Government Partner who appointed such Director, including sharing communications with respect to the Corporation's annual work plan, budget, key initiatives, and other material issues. Section 3. Number; Term of Office and Appointment. The Board of Directors of the Corporation shall be composed of the same number of persons as the number of Government Partners of the Corporation at any given time. In accordance with Minnesota law, the minimum number of Directors on the Board at any given time shall be three (3). Each Government Partner shall appoint an elected representative from their jurisdiction to serve as its Representative on the Board of Directors. Directors shall serve for a one (1) year term and shall be eligible for re- appointment by the Government Partner to subsequent terms. Each Director shall serve until the expiration of his or her term of office, and thereafter until a successor has been appointed and qualified, or until the earlier death, resignation, removal or disqualification of the Director. Section 4. Vacancv. If the office of any Director becomes vacant for any reason, the Government Partner who appointed such Director shall choose a successor. Section 5. Removal of Directors. A Director of the Corporation may be removed with or without cause by the Government Partner who appointed such Director, by giving written notice of the removal to the Director being removed and the Secretary of the Corporation. Such removal shall be effective upon delivery unless a later date is specified in the notice. In addition, a Director shall be automatically removed if he or she no longer holds elected office with the Government Partner who appointed such Director. Section 6. Resignation. Any Director may resign at any time by giving written notice of such resignation to the Secretary of the Corporation and to the Government Partner who 12 appointed such Director. Such resignation shall be effective upon delivery unless a later date is specified in the notice. Section 7. Compensation. Directors shall not receive compensation from the Corporation for service as a Director. The Corporation shall be entitled to purchase officers' and Directors' liability insurance without obtaining reimbursement of all or any part of the premium without violating these Bylaws. ARTICLE V MEETINGS OF THE BOARD OF DIRECTORS Section 1. Place and Time of Meetings. The Board of Directors may hold its annual, regular and special meetings at such places, within or without this state, as determined by the Chair of the Board of the Corporation or his or her designee unless the Board of Directors determines otherwise. The Board of Directors may determine that one or more meetings of the Board of Directors shall be held solely by means of remote communication pursuant to Section 9 below. Such authorization may be general or confined to specific instances. Section 2. Annual Meetings. The Board of Directors shall hold an annual meeting. At each annual meeting, the Board of Directors shall elect officers and shall conduct such other business as may properly come before it. Section 3. Regular Meetings. In addition to the annual meeting, the Board of Directors shall hold regular meetings at least quarterly as the Chair of the Board, or his or her designee, shall determine. At each regular meeting, the Board of Directors shall conduct such business as may properly come before the meeting. Section 4. Special Meetings. Special meetings of the Board of Directors may be called by: (a) the Executive Director, (b) the Chair of the Board, or (c) upon written request of a majority of all Directors of the Corporation. A person entitled to call a special meeting of the Board of Directors may make a written request to the Secretary to call the meeting. The Secretary shall give written notice of the meeting in the manner provided below, and the meeting shall be held between three (3) and fourteen (14) days after receipt of the request to call a special meeting. If the Secretary fails to give notice of the meeting within three (3) days from the day on which the request was received by the Secretary, the person or persons who requested the special meeting may fix the time and place of meeting and give notice thereof. Section 5. Notice of Meeting. Not less than ten (10) days' written notice of the annual meeting of the Board of Directors, excluding the day of the meeting, shall be given to all Directors. Said notice shall include proposed agenda items, but the failure to include an agenda item in the notice shall not prevent action from being taken with respect to such item. Not less than five (5) days' written notice of a regular meeting and three (3) days' written notice of a special meeting of the Board of Directors, excluding the day of the meeting, shall be given to all Directors. No notice of any meeting, regular or special, need state the purpose of the meeting except as may be specifically required by these Bylaws or otherwise required by law. Notice of a meeting at which an amendment to the Articles of the Corporation will be proposed must contain the substance of the proposed amendment. Notice shall be delivered personally, sent by facsimile communication, sent by electronic mail, posted on an electronic network together with a separate notice to the Director of the specific posting, mailed, first class, postage prepaid, or such other methods as are fair and reasonable as determined in the sole discretion of the Secretary of the Corporation. Whenever written notice to Directors provides less than five (5) days' prior written notice of the meeting, excluding the date of the meeting, reasonable effort shall be made to notify Directors by telephone of the meeting at the time of giving written notice, but the failure to contact any Director(s) by telephone shall not affect the validity of the meeting or any action taken at such meeting. Notwithstanding the foregoing, no written notice of any meeting of the Board of Directors is required if the date, time, and place of the meeting was announced at a previous meeting of the Board. Any Director may waive notice of any meeting of the Board of Directors in writing before, at or after a meeting. The attendance of a Director at any meeting shall constitute a waiver of notice of such meeting unless he or she objects at the beginning of the meeting to the transaction of business because the meeting is not lawfully called or convened and does not participate in the meeting. The waiver shall be filed with the person who has been designated to act as secretary of the meeting, who shall enter the waiver upon the records of the meeting. Section 6. Ouorum and Voting. The presence of a majority of the members of the Board of Directors shall constitute a quorum for the transaction of business at any meeting of the Board of Directors, but the Directors present at any meeting, although less than a quorum, may adjourn the meeting from time to time. If a quorum is present when a duly called or held meeting is convened, the Directors present may continue to transact business until adjournment, even though the withdrawal of Directors originally present leaves less than the proportion or number otherwise required for a quorum. Participation in a meeting by remote communication pursuant to Section 9 below constitutes presence at a meeting. At any meeting of the Board of Directors, except as otherwise provided in the Articles or these Bylaws, each Director present at the meeting shall be entitled to cast one (1) vote on any question coming before the meeting. Except as otherwise provided in these Bylaws, a majority vote of the Directors present at any meeting shall be sufficient to transact any business, provided that the affirmative votes cast must include the votes of at least one (1) Director who is appointed by a Government Partner located on each side of the Mississippi River. Proxy voting shall not be permitted. Section 7. Rules of Procedure. The Board of Directors may adopt or establish rules of procedure for conducting meetings provided such rules are not inconsistent with the Articles, these Bylaws or Minnesota law. In the absence of Board action, the Chair of the Board may establish rules of procedure for conducting meetings provided such rules are not inconsistent with the Articles, these Bylaws or Minnesota law. Section 8. Action without Meeting. An action required or permitted to be taken at a Board Meeting may be taken by written action signed by the number of Directors that would be required to take the same action at a meeting of the Board of Directors at which all Directors were present. If any written action is taken by less than all of the Directors entitled to vote, all Directors entitled to vote shall be notified immediately of its text and effective date. The failure to provide such notice, however, shall not invalidate such written action. A Director who has not signed or consented to the written action has no liability for the action or actions taken thereby. A written action is effective when it is signed by all of the Directors required to take the action unless a different effective time is provided in the written action. For purposes of this Section, an electronic signature satisfies the requirement of a signature so long as the electronic communication containing the electronic signature sets forth sufficient information from which the Corporation can reasonably conclude that the communication was actually sent by the purported sender. Section 9. Remote Communications for Board Meetings. One or more Directors may participate in a meeting of the Board of Directors by means of a conference telephone or, if authorized by the Board of Directors, by another means of remote communication, in each case through which that Director, other Directors so participating, and all Directors present at the meeting may participate with each other during the meeting. Alternatively, if authorized by the Board of Directors, any meeting among Directors may be conducted solely by one or more means of remote communication through which all of the Directors may participate in the meeting. For these purposes, "remote communication" means communication via electronic communication, conference telephone, video conference, the Internet, or such other means by which persons not physically present in the same location may communicate with each other on a substantially simultaneous basis. ARTICLE VI OFFICERS Section 1. Number. The Corporation shall have the following officers: (a) a Chair of the Board; (b) a Vice Chair; (c) a Secretary; (d) a Treasurer. Officers must be natural persons that the Board of Directors elects or appoints. Subject to these Bylaws, the Board of Directors may also elect or appoint one or more additional officers or assistant officers as it may deem convenient or necessary. Except as provided in these Bylaws, the Board of Directors shall fix the powers and duties of all officers. Section 2. Election and Term of Office. All officers of the Corporation shall be elected annually by the Board of Directors. Officers of the Corporation shall hold office at the discretion of the Board of Directors and shall be Directors of the Corporation. An officer shall hold office until his or her successor shall have been elected or until his or her prior death, resignation or removal from office as hereinafter provided. An individual may hold more than one office of the Corporation at the same time. An individual may serve a maximum of three (3) consecutive terms in the same office. Section 3. Removal and Vacancies. Any officer appointed by the Board of Directors shall hold office at the pleasure of the Board of Directors and may be removed at any time, with or without cause, by a resolution approved by the affirmative vote of a majority of the Directors present. Any vacancy in an office of the Corporation shall be filled by action of the Board of Directors. The removal of any individual as an officer of the Corporation shall not automatically affect such individual's employee status with the Corporation. 7 Section 4. Chair of the Board. The Chair of the Board shall preside or appoint a designee to preside at meetings of the Board of Directors and shall perform such other duties as may be prescribed by the Board of Directors from time to time. In the event of vacancy in the office of Executive Director, the Chair of the Board shall exercise the duties of the Executive Director. Section 5. Vice Chair. The Vice Chair shall exercise the duties of the Chair in the event of vacancy in the office of Chair and shall perform such other duties as may be prescribed by the Board of Directors from time to time. Section 6. Secretarv. The Secretary shall be responsible for ensuring that all actions and the minutes of all proceedings of the Board of Directors are recorded in a book to be kept for that purpose and shall be responsible for all documents and records of the Corporation, except those connected with the office of the Treasurer. He or she shall give or cause to be given any required notice of meetings of the Board of Directors. He or she shall transmit or cause to be transmitted to all Directors within thirty (30) days after each meeting copies of all said actions and minutes of said proceedings and shall perform such other duties and have such other powers as the Board of Directors may from time to time prescribe. Section 7. Treasurer. Unless provided otherwise by a resolution adopted by the Board of Directors, the Treasurer shall ensure accurate financial records for the Corporation are kept; shall ensure that all moneys, drafts, and checks in the name of and to the credit of the Corporation are deposited in such banks and depositories as the Board of Directors shall designate from time to time; shall ensure that all notes, checks, and drafts received by the Corporation as ordered by the Board of Directors, shall are endorsed for deposit, making proper vouchers therefore; shall oversee the disbursement of corporate funds and checks and drafts in the name of the Corporation as ordered by the Board of Directors; shall render to the Chair of the Board and the Board of Directors, whenever requested, an account of all such officer's transactions as Treasurer and of the financial condition of the Corporation, and shall perform such other duties as may be prescribed by the Board of Directors or the Executive Director from time to time. The Board of Directors may delegate the responsibilities of the Treasurer to one or more employees of the Corporation, provided, however, that such individual(s) shall be subject to the oversight and control of the Treasurer. The Treasurer shall always retain the ultimate responsibility for the financial affairs of the Corporation. ARTICLE VII COMMITTEES Section 1. Committees. The Board of Directors may establish one or more committees as may be specified in resolutions approved by the affirmative vote of a majority of the Directors in office. Such committees shall have the authority of the Board of Directors in the management of the business of the Corporation to the extent provided in resolutions approved by a majority of the Directors currently holding office. Such committees, however, shall always be subject to the direction and control of the Board of Directors. Committee members must be natural persons. The Board of Directors may in its discretion invite representatives of Affiliates of the Corporation or other community members to serve on committees. Section 2. Ex Officio Member. The Chair, or a staff member designated by the Chair, shall be an ex officio member, without voting rights, of each committee of the Corporation. Section 3. Committee Procedures. The provisions of these Bylaws shall apply to committees and members thereof to the same extent they apply to the Board of Directors and Directors, including, without limitation, the provisions with respect to meetings and notice thereof, absent members, written actions and valid acts. Each committee shall keep regular minutes of its proceedings and report the same to the Board of Directors. Section 4. Executive Committee. The Board of Directors may establish an Executive Committee, which shall be comprised of the Chair, Secretary, Treasurer, and such other persons as the Chair shall appoint from time to time. All members of the Executive Committee shall be Directors. The Executive Committee, if any, shall act only during intervals between meetings of the Board of Directors and shall at all times be subject to the control and direction of the Board of Directors. During such intervals and subject to such control and direction, the Executive Committee shall have and may exercise all of the authority and powers of the Board of Directors in the management of the affairs of the Corporation, subject to such limitations as the Board of Directors may impose. The Executive Committee, if any, shall keep regular minutes of its proceedings and report the same to the Board of Directors. ARTICLE VIII DIRECTOR AND STAFF Section 1. Executive Director. The Board may employ an Executive Director who shall serve at the will of the Board. The Executive Director may be an employee of the corporation, or a specified representative of a retained management firm. The Executive Director has day-to- day responsibilities for the organization, including carrying out the organization's goals and policies. The Executive Director or a designee will attend all board meetings, report on the progress of the organization, answer questions of the board members, and carry out the duties described in the job description or management agreement. The board can designate other duties as necessary. ARTICLE IX FISCAL MATTERS Section 1. Accounting Year. The accounting year of the Corporation shall be the calendar year. Section 2. Annual Budget, Funding Formula. The board shall approve a work plan and budget in July of each year for the following fiscal year. The budget shall be communicated to Government Partners no later than July 31 of each year for inclusion in each Government Partner's budget process. Thereafter, the budget for the following year may be modified if deemed necessary by the Board and in consultation with each Government Partner's governing body. Section 3. Contracts. The Board of Directors may authorize such officer or officers, agent, or agents, to enter into any contract or execute and deliver any instrument in the name of Z and on behalf of the Corporation, and such authority may be either general or confined to specific instances. Contracts and other instruments entered into in the ordinary course of business may be executed by the Executive Director or, in the absence of the Executive Director or pursuant to a delegation by the Executive Director, by such officer designated to act in the place of or in the absence of the Executive Director, without specific Board of Directors authorization. Section 4. Loans. No loans shall be contracted on behalf of the Corporation, and no evidence of indebtedness other than checks, drafts or other orders for payment of money issued in the ordinary course of business shall be issued in its name unless authorized by the Board of Directors of the Corporation. Such authorization and approval may be general or confined to specific instances. Section 5. Checks, Drafts, Etc. All checks, drafts, or other orders for the payment of money issued in the name of the Corporation over ten thousand dollars ($10,000.00) shall be signed by two officers of the Corporation. All checks, drafts, or other orders for the payment of money issued in the name of the Corporation shall be signed by the Chair or Treasurer, or such other persons as may be determined by resolution of the Board of Directors. Section 6. Deposits. All funds of the Corporation not otherwise employed shall be deposited from time to time to the credit of the Corporation in such banks, trust companies or other depositories as the Board of Directors or the Executive Director or Treasurer upon delegation by the Board of Directors may select. Section 7. Maintenance of Records; Audit. The Corporation shall keep at its registered office correct and complete copies of its Articles and Bylaws, accounting records, voting agreements, and minutes of meetings of the Board of Directors, and committees having any of the authority of the Board of Directors for the last six (6) years. All such other records shall be open to inspection upon the demand of any member of the Board of Directors of the Corporation. The Board of Directors shall cause the books and records of account of the Corporation to be audited by certified public accountants, to be selected by the Board of Directors, at such times as it may deem necessary or appropriate. Section 8. Corporate Seal. The Corporation shall have no corporate seal. ARTICLE X INDEMNIFICATION The Corporation shall indemnify its officers, Directors, and committee members against judgments, penalties, fines, including without limitation, excise taxes assessed against the person with respect to an employee benefit plan, settlements, and reasonable expenses, including attorneys' fees, and disbursements incurred by such persons in connection with a proceeding in which they are or are threatened to be made a party by reason of their action on behalf of the Corporation. In order to avail himself or herself of this indemnification provision, however, a person must: (1) not already be indemnified by another organization in connection to the same proceeding and the same acts or omissions; (2) have acted in good faith with respect to the acts or omissions complained of; (3) have received no improper personal benefit; (4) in the case of a 10 criminal proceeding, have had no reasonable cause to believe his or her conduct was unlawful; (5) in the case of a civil proceeding, have reasonably believed that he or she was acting in the best interests of the Corporation. ARTICLE XI DIRECTOR CONFLICT OF INTEREST The Corporation shall adopt a conflict -of -interest policy that is consistent with Minnesota law governing conflicts of interest, at Minnesota Statutes Chapter 317A.251. ARTICLE XII AMENDMENTS The Corporation's Articles of Incorporation and these Bylaws may be altered, amended or restated by the Board of Directors to omit or include any provision which could be lawfully omitted or included at the time of such amendment. Any number of amendments, or an entire revision or restatement of the Articles of Incorporation or these Bylaws, may be voted upon at a meeting of the Board of Directors or by action in writing where due notice of the proposed amendment has been given and shall be adopted upon the affirmative vote of a majority of Directors who are present at the meeting and entitled to vote on the proposed amendment or revision. 11 CERTIFICATION The undersigned, as Secretary of Central Mississippi River Partnership, a Minnesota nonprofit corporation, hereby certifies that the foregoing Bylaws of the Corporation were adopted by resolution of the Board of Directors at a meeting held on the day of , 2025 and have been approved by the Members of the Corporation. Secretary 12 Central Mississippi River Partnership Initial Meeting of Incorporators January 23, 2025 Minutes of the first meeting of the Incorporators named in the Certificate of Incorporation of the Central Mississippi River Partnership, a nonprofit corporation under the laws of the State of Minnesota, which was held at the Sherburne County Government Center located at 13880 Business Center Dr. NW, Elk River, MN 55330. 1. Call to Order. The meeting was called to order at 8:17am on Thursday, January 23, 2025 by Incorporator Raeanne Danielowski. 2. Attendance. Present at the meeting constituting a quorum of the incorporators were: Darek Vetsch, Commissioner, Wright County Raeanne Danielowski, Commissioner, Sherburne County* Dean Brenteson, Supervisor, Big Lake Township Also present at the meeting were: Dan Weber, Assistant County Administrator, Sherburne County Clay Wilfahrt, Assistant County Administrator, Wright County Lloyd Hilgart, Mayor, City of Monticello Ken Geroux, Councilmember, City of Big Lake Shane Zahrt, Attorney/Lobbyist, Flaherty & Hood, P.A. Emma Nelson, Government Relations Practice Coordinator, Flaherty & Hood, P.A. *Presiding Officer Incorporator Tracy Bertram was not present at the meeting. 3. Waiver of Notice. Incorporator Raeanne Danielowski announced that the meeting was held pursuant to a written waiver of notice thereof and consent thereto signed by all of the incorporators named as such in the Articles of Incorporation; such waiver and consent was presented to the meeting and on motion duly made by Darek Vetsch, seconded by Dean Brenteson, and unanimously carried was made part of the records of the meeting. 4. Election of Temporary Officers Incorporator Raeanne Danielowski announced that in order to conduct the business of the meeting, a temporary chairperson and secretary would need to be appointed. On motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, Raeanne Danielowski was elected temporary chairperson of this meeting. On motion duly made by Raeanne Danielowski, seconded by Darek Vetsch, and approved, Dean Brenteson was elected temporary secretary of the meeting. 5. Filing of Certificate of Incorporation. The temporary chairperson Raeanne Danielowski reported that the original Articles of Incorporation for the Central Mississippi River Partnership were filed with the Minnesota Secretary of State on January 22, 2025. The temporary chairperson presented to the meeting a certified copy of the Articles of Incorporation, showing the filing as stated. On motion duly made by Darek Vetsch, seconded by Dean Brenteson, and unanimously carried, the temporary secretary was directed to insert the copy in the book of minutes of this corporation and to see that a copy of the Articles of Incorporation, similarly certified, is kept at the principal office for the transaction of business of this corporation. 6. Bylaws. The temporary chairperson Raeanne Danielowski announced that the matter of the adoption of bylaws for the regulation of the corporation would be considered. The temporary secretary presented to those present at the meeting a form of proposed bylaws that were duly considered and discussed. Upon motion duly made by Dean Brenteson, seconded by Darek Vetsch, and approved, the proposed bylaws as presented were put in front of the Incorporators for consideration. Upon motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, the bylaws as presented were approved and adopted. 7. Appointment of Initial Board Consistent with the bylaws just adopted by the Incorporators, the Board of Directors for the Central Mississippi River Partnership will be composed of one appointee representing each Government Partner of the organization. Board members appointed today are appointed as individuals based on the indication of intent to join the Central Mississippi River Partnership by the organization they represent, except that Board members may be replaced on the Board by their appointing Government Partner, or removed by the Board for the failure of the organization they represent to join the Central Mississippi River Partnership. Upon motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, the following individuals were appointed to the initial Board of Directors for the Central Mississippi River Partnership representing the organizations indicated after their name: Mark Kolbinger, City of Becker Brian Kolbinger, Becker Township Ken Geroux, City of Big Lake Dean Brenteson, Big Lake Township Lloyd Hilgart, City of Monticello Raeanne Danielowski, Sherburne County Chris Newman, Silver Creek Township Darek Vetsch, Wright County 8. Election of Officers Raeanne Danielowski announced that in order to conduct business, the organization will elect an initial slate of officers pursuant to the bylaws just adopted. The initial slate of officers will include a Chair of the Board, Vice Chair, Secretary, and Treasurer. Once elected, officers assume their roles for the remainder of this meeting. On motion duly made by Darek Vetsch and seconded by Dean Brenteson, the following slate of officers were elected to the offices indicated before their names: Chair: Raeanne Danielowski Vice Chair: Darek Vetsch Secretary: Lloyd Hilgart Treasurer: Dean Brenteson Each officer so elected, being present, accepted his or her office, and thereafter the chairperson presided over the meeting as Chair, and the secretary acted as secretary of the meeting. 9. Principal Office Location. After discussion, the location of the principal office of the corporation for the transaction of business of the corporation was fixed pursuant to the following resolution, unanimously adopted, on motion duly made by Darek Vetsch and seconded by Dean Brenteson: RESOLVED, that the principal office of the corporation is hereby designated as 13880 Business Center Dr. NW, Elk River, MN 55330. This location shall serve as the principal office for the transaction of the business of this corporation until changed by subsequent resolution of this Board. 10. Authorization of Staff/Consultant to Apply for Employer Identification Number On motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, the Treasurer was authorized to work with staff to apply to the Internal Revenue Service to obtain an Employer Identification Number for the Central Mississippi River Partnership. 11. Authorization of Bank Account Darek Vetsch moved to authorize the Central Mississippi River Partnership Treasurer, staff, and/or consultants to establish a bank account for the organization at U.S. Bank. 12. Authorization of Affiliate Membership Tier The Chair called for consideration of the creation of an affiliate membership tier pursuant to the bylaws adopted. Upon motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, an affiliate member tier was established as defined in the bylaws. 13. Adoption of Dues Schedule for Government Partners A copy of the proposed membership dues schedule for Government Partners was presented by the Chair. Upon motion duly made by Darek Vetsch and seconded by Dean Brenteson, the membership dues schedule for Government Partners was unanimously adopted as presented. The secretary was instructed to include a copy of the membership dues as part of the minutes of this meeting. 14. Authorization of Application for Tax Exemption. The Chair explained that federal tax exemption status is available to nonprofit corporations. On motion duly made by Darek Vetsch, seconded by Dean Brenteson, and approved, the organization was authorized to seek tax-exempt status as a 501(c)(4) tax-exempt organization. This work will be carried out by Flaherty & Hood, P.A. under the direction of the Chair. 15. Authorization of Chair to Negotiate Contract for Management Services The Chair explained that the interests of the organization would be served by engaging a firm or firms for professional services. On motion duly made by Dean Brenteson, seconded by Darek Vetsch, and approved, the Chair is authorized to engage Flaherty & Hood, P.A. in negotiations to provide legal, organizational management, and government relations services to the corporation. Such contracts will be subject to approval by the Board. 16. Adjournment. There being no further business, on motion duly made by Darek Vetsch, seconded by Dean Brenteson and unanimously carried, the meeting was adjourned by the Chair at 8:33am on Thursday, January 23, 2025. Minutes prepared by: Emma Nelson, Government Relations Practice Coordinator, Flaherty & Hood, P.A. Approved by: Dated: Darek Vetsch, Secretary Dated: Raeanne Danielowski, Chair Dated: Emma Nelson, Staff City Council Agenda: 3/24/2025 21. Consideration of authorizing an amendment to the Communitv Energv Transition (CET) Grant agreement revising the project activitv budget line items (funding award remains $1,000,000) and extending the expiration date to June 30, 2026 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 3/24/2025 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director, City Engineer -Public Works Director ACTION REQUESTED Motion to authorize an amendment to the Community Energy Transition (CET) Grant agreement revising the project activity budget line items (funding award remains $1,000,000) and extending the expiration date to June 30, 2026. PREVIOUS COUNCIL ACTION November 13, 2023: Adopted Resolution 2023-94 authorizing submittal of an application to MN -DEED for a Community Energy Transition (CET) Grant in the amount of $1,000,000 for extension of municipal trunk sewer and water lines along County Road 39 West to serve the northwest growth area. June 10, 2024: Approved Resolution 2024-48 authorizing the CET Grant agreement with MN -DEED related to a funding award to the City in the amount of $1,000,000 for a municipal trunk utility extension project along County Road 39 to the northwest growth area. REFERENCE AND BACKGROUND The CET Grant was awarded to the City in May 2024. The original project expiration (project completion) date was set for June 30, 2025. Due to the funding award being announced in the spring of 2024 and the lagging timeline in executing the grant agreement (signed by both the City and State in mid -June 2024), the City is requesting to extend the grant expiration date for an additional 12 months, to June 30, 2026. This timeline extension will allow for right-of-way negotiations and project bidding to be completed in the spring of 2025 with utility installation City Council Agenda: 3/24/2025 activities to occur in mid -summer through late fall 2025. Final construction project wrap up would be completed in the spring of 2026. Additionally, the City will benefit from the amendment as it clarifies and simplifies the budget activities funded through the CET grant proceeds. The budget amendment proposes that the full $1,000,000 in CET Grant dollars be used for construction activities. The City will pay for several related items from its own local funding sources (Utility Funds). These three related activities include: the Utility Rate Study estimated at $12,500, the project bidding projected to be $12,500 and the project engineering expected to be $475,000. The staff report from June 10, 2024 (CET Grant agreement) is attached to this report as additional reference and background. Budget Impact: There is minimal budget impact related to seeking authorization to amend the CET Grant Agreement. Staff Workload Impact: Staff impacts related to the proposed grant amendment are minor. Staff involved in work tasks related to amending the CET Grant Agreement include the City Administrator, Community Development Director, Finance Director, City Engineer -Public Works Director and Assistance City Engineer. An estimate of the total hours involved is approximately 3.0 hours and includes report preparation and completing the Grant Amendment paperwork. III. Comprehensive Plan Impact: The Monticello 20240 + Plan sets a goal for "A stable and expanding tax base that diversifies the City's economy and creates a sustainable employment to offset the eventual closure or of the Xcel Monticello Nuclear Generating Plant. The Plan's Economic Development Chapter (5) further identifies the Northwest Growth Area as a new industrial development area and encourages pursuit of opportunities to support additional industrial development in the Northwest Growth Area. STAFF RECOMMENDED ACTION City staff recommend the authorization of the proposed CET Grant agreement amendment to MN -DEED extending the Grant expiration date by 12 months, to June 30, 2026. Obtaining the CET Grant funding award was a significant helpful financial benefit in the City's effort to extend crucial trunk utility infrastructure to future large development sites in the Northwest Growth Area. The extension will allow the various pre -construction and construction activities to occur in a methodical timeframe throughout the spring and summer of 2025. SUPPORTING DATA A. Proposed CET Grant Agreement Amendment B. Current CET Grant Agreement Contract City Council Agenda: 3/24/2025 C. CET Grant Award Notice — letter to Mayor Hilgart D. City Council Staff Report re CET Grant Agreement — June 10, 2024 21(l) STATE OF MINNESOTA GRANT CONTRACT AGREEMENT AMENDMENT DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT BUSINESS AND COMMUNITY DEVELOPMENT DIVISION OFFICE OF ENERGY TRANSITION COMMUNITY ENERGY TRANSITION GRANT Amendment # 1 for Grant Contract Agreement # CETG-MO-24 Grant Contract Agreement Start May 1, Total Grant Contract Date: 2024 Agreement Amount: $1,000,000.00 June 30, Original Grant Contract Agreement 2025 Original Grant Contract Expiration Date: Agreement Amount: $1,000,000.00 Current Grant Contract Agreement Expiration Date: June 30, 2025 Previous Amendment(s) Total: $ - 0 - Requested Grant Contract Agreement Expiration Date: June 30, 2026 This Amendment: $ - 0 - This amendment is by and between the State of Minnesota, through its Commissioner of the Department of Employment and Economic Development ("State") and City of Monticello, 505 Walnut Street, Suite 1, Monticello, MN 55362 ("Grantee"). Recitals The State has a grant contract agreement with the Grantee identified as CETG-MO-24, dated June 14, 2024, to provide funding for the City of Monticello's Northwest Growth Area Utility Extension Project, which specifically consists of extending new municipal trunk sewer and water utility lines to a new development growth area on the Northwest edge of the City of Monticello, and which is incorporated into this grant contract agreement and the provisions of this grant contract agreement. 2. The Grant Contract Agreement is being amended to accomplish two objectives. The first objective is to adjust the budget expenditure line items so that the entire authorized grant funding amount of $1,000,000 is allocated towards construction activities (the City is paying for the Utility Rate Study, the Project Engineering and Project Bidding expenditures from its own local funds). The second objective is to extend the Grant Expiration Date by 12 months, to June 30, 2026. Due to the mid -June 2024 Grant final approval sign off, the City was not able to proceed with the various related grant activities until late in the 2024 calendar year, and as a result, it is seeking an additional 12 months in the Grant performance timeline, so it can finalize right of way negotiations along County Road 39 West and to also complete the Project Engineering tasks and the bidding activities and authorize construction by mid -summer 2025. The expectation is that the construction activities will occur into late fall of 2025 with final project wrap up in the spring of 2026. 3. The State and the Grantee are willing to amend the Original Grant Contract Agreement as stated below. Grant Contract Agreement Amendment The City is asking the State to consider the following amendment to the Grant Contract Agreement. Section 1.2 Expiration Date is proposed to be amended. The City is seeking to extend the Grant Expiration Date to June 30, 2026. This will allow an additional 12 months of time for the Grant Project work activities to be completed. Due to the mid - June 2024 sign off of the Grant Agreement by the City and MMB and MN -DEED staff, the City only had about 6 months Revised and updated June 2020 21 (2) in 2024 to get various critical work tasks involved in the trunk utility extension project started. A key work item yet remaining includes negotiating and completing right or way agreements along County Road 39 West. The additional 12- month Grant performance timeline will allow the right of way activities to be completed. The other critical project activities such as Project Engineering, and Project Bidding will also be finalized by early summer 2025 with construction of the project beginning in mid -summer 2025 and continuing into late fall 2025. The final project wrap up -closeout is expected to occur in the spring of 2026. Under Section 4.1 a (Compensation), the proposed Grant Agreement Amendment consists of a change in the budget line items as shown below: The Grantee will be paid eligible costs in the table below: CET GRANT BUDGET Activities Amount Construction Activities $1,000,000.00 Utility Rate Study $ - 0 - Project Engineering $ - 0 - Project Bidding $ - 0 - TOTAL $1,000,000.00 # see below # It should be noted that the City will pay for the Utility Rate Study, the Project Engineering work tasks and the Project Bidding activities from its own funding sources. No other changes are proposed in the Grant Amendment. THE NARRATIVE BELOW IS SAMPLE LANGUAGE AND FOR INSTRUCTIONAL PURPOSES ONLY: REVISION 1. Clause 1. "Term of Grant Contract Agreement" is amended as follows: 1.1 Effective date: July 15, 2019, or the date the State obtains all required signatures under Minn. Stat. § 16B.98. Subd. 5. Per Minn. Stat. § 16B.98 Subd. 7, no payments will be made to the Grantee until this grant contract is fully executed. The Grantee must not begin work under this grant contract agreement until this grant contract agreement is fully executed and the Grantee has been notified by the State's Authorized Representative to begin the work. 1.2 Expiration date: June 30, 2020, September 30, 2020, or until all obligations have been satisfactorily fulfilled, whichever occurs first. REVISION 2. Clause 2. "Grantee's Duties" is amended to add: Grantee shall perform the additional duties as detailed in Exhibit B, which is attached and incorporated into this contract. REVISION 3. Clause 4. L(C) "Total Obligation" is amended as follows: (3) Total Obligation. The total obligation of the State for all compensation and reimbursements to the Grantee under this contract will not exceed 50,000 $75,000. Signed: Date: 1. STATE ENCUMBRANCE VERIFICATION Individual certifies thatfunds have been encumbered as SWIFT Contract/PO No(s). required by Minn. Star 16A.15 Revised and updated June 2020 2. GRAN7� The Grantee fies that the appropriate person(s) have executed the grant contract on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances. By: Title: Date: By: Title: Date: 3. STATE AGENCY By: Title: Date: Distribution: Agency Grantee State's Authorized Representative Revised and updated June 2020 21 (4) STATE OF MINNESOTA GRANT CONTRACT AGREEMENT DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT BUSINESS AND COMMUNITY DEVELOPMENT DIVISION OFFICE OF ENERGY TRANSITION Community Energy Transition Grant Contract Agreement Grant No: CETG-MO-24 Northwest Growth Area Utility Extensions This grant contract agreement is between the State of Minnesota, acting through the Department of Employment and Economic Development, Business and Community Development Division, Office of Energy Transition (STATE) and City of Monticello ("GRANTEE"). Recitals 1. Under Minn. Stat. 116J.55 the State is empowered to enter into this grant. 2. The State is in need of programs to do the following: address the economic dislocation associated with the closure of a local electric generating plant. 3. The Grantee represents that it is duly qualified and agrees to perform all services described in this grant contract agreement to the satisfaction of the State. Pursuant to Minn. Stat. � 16B.98, Subd. 1, the Grantee agrees to minimize administrative costs as a condition of this grant contract agreement. Grant Contract Agreement Term of Grant Contract Agreement 1.1 Effective date: May 1, 2024, or the date the State obtains all required signatures, or whichever is later. Per Minn. Stat. § 16B.98, Subd. 5, the Grantee must not begin work until this grant contract agreement is fully executed and the State's Authorized Representative has notified the Grantee that work may commence. Per Minn. Stat. 16B.98 Subd. 7, no payments will be made to the Grantee until this grant contract agreement is fully executed. 1.2 Expiration date: June 30, 2025, or, until all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms. The following clauses survive the expiration or cancellation of this grant contract agreement: 8. Liability; 9. State Audits; 10. Government Data Practices and Intellectual Property; 12. Publicity and Endorsement; 13. Governing Law, Jurisdiction, and Venue; and 15 Data Disclosure. 2 Grantee's Duties The Grantee, who is not a state employee, will: Comply with required grants management policies and procedures set forth through Minn. Stat. 16B.97, Subd. 4 (a) (1). Perform the following duties and provide the deliverables as outlined below. (a) Administer these grant funds in accordance with Minn. Stat. � 116.1.55 and the application submitted on November 15, 2023, for funding for the City's Northwest Growth Area Utility Extensions Project, which is incorporated into this grant contract agreement and the provisions of this grant contract agreement. Any modification made to the approved application must be approved by the State. (b) Promptly notify the State of any proposed material change in the scope of the project as submitted in the 21 (5) grant application, budget as defined in Section 4.1(a) below, or entire project's completion date, which must be approved by the State, prior to implementation. (c) Provide evidence to the State prior to the closeout of the grant that the budgeted activities in Section 4.1(a) below have been completed. (d) Adhere to all other requirements of this grant contract agreement. 3 Time The Grantee must comply with all the time requirements described in this grant contract agreement. In the performance of this grant contract agreement, time is of the essence. 4 Consideration and Payment 4.1 Consideration. The State will pay for all services performed by the Grantee under this grant contract agreement as follows: (a) Compensation The Grantee will be paid eligible costs in the table below: Activities M Utility Rate Study Project Engineering Project Bidding Start Construction TOTAL $12,500 $475,000 $12,500 $500,000 $1,000,000 (b) Total Obligation. The total obligation of the State for all compensation and reimbursements to the Grantee under this grant contract agreement will not exceed $1,000,000. 4.2 Payment (a) Invoices The State will disburse funds to the Grantee pursuant to this Contract, based upon payment requests submitted by the Grantee and reviewed and approved by the State. Payment requests must be accompanied by supporting invoices that relate to the activities in the approved budget. The State will provide payment request forms. Invoices may be submitted on a monthly basis; however, at a minimum, an invoice for an award shall be submitted by the grantee for expenses incurred 25 days after the end date of the state fiscal year of June 30th. In order to ensure that all funds are drawn prior to the expiration date of the grant, all payment requests must be received at least 30 days prior to the grant -term expiration date. (b) Unexpended Funds The Grantee must promptly return to the State any unexpended funds that have not been accounted for annually in a financial report to the State due at grant closeout. 4.3 Contracting and Bidding Requirements (a) Any services and/or materials that are expected to cost $100,000 or more must undergo a formal notice and bidding process. (b) Services and/or materials that are expected to cost between $25,000 and $99,999 must be competitively awarded based on a minimum of three (3) verbal quotes or bids. 21 (s) (e) Services and/or materials that are expected to cost between $10,000 and $24,999 must be competitively awarded based on a minimum of two (2) verbal quotes or bids or awarded to a targeted vendor. (d) The grantee must take all necessary affirmative steps to assure that targeted vendors from businesses with active certifications through these entities are used when possible: i. State Department of Administration's Certified Targeted Group, Economicallv Disadvantaged and Veteran -Owned Vendor List ii. Metropolitan Council Underutilized Business Program: MCUB: Metropolitan Council Underutilized Business Program iii. Small Business Certification Program through Hennepin County, Ramsey County, and City of St. Paul: Central Certification Directory (e) The grantee must maintain written standards of conduct covering conflicts of interest and governing the actions of its employees engaged in the selection, award and administration of contracts. (� The grantee must maintain support documentation of the purchasing or bidding process used to contract services in their financial records, including support documentation justifying a single/sole source bid, if applicable. (g) Notwithstanding (a) - (d) above, the State may waive bidding process requirements when it is determined there is only one legitimate or practical source for such materials or services and that grantee has established a fair and reasonable price. (h) For projects that include construction work of $25,000 or more, prevailing wage rules apply per Minn. Stat.&177.41 through 177.44. These rules require that the wages of laborers and workers should be comparable to wages paid for similar work in the community as a whole. (i) The grantee must not contract with vendors who are suspended or debarred in MN: httos: //mn. gov/admin/os-o/government/suspended-debarred/index2.i sp 5 Conditions of Payment All services provided by the Grantee under this grant contract agreement must be performed to the State's satisfaction, as determined at the sole discretion of the State's Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state, or local law. 6 Authorized Representative The State's Authorized Representative is Mike McCrownsey, Grants Specialist Coordinator, Office of Energy Transition DEED, phone 651-259-7037, email mike.mccrownsev_ na.state.mn.us, or his/her successor, and has the responsibility to monitor the Grantee's performance and the authority to accept the services provided under this grant contract agreement. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment. The Grantee's Authorized Representative is Angela Schumann, 505 Walnut St, Suite 1, Monticello MN 55362, Phone 763-295-2711, email angela.schumann(a)ci.monticello.mn.us. If the Grantee's Authorized Representative changes at any time during this grant contract agreement, the Grantee must immediately notify the State. 7 Assignment Amendments, Waiver, and Grant Contract Agreement Complete 7.1 Assignment The Grantee shall neither assign nor transfer any rights or obligations under this grant contract agreement without the prior written consent of the State, approved by the same parties who executed and 21(7) approved this grant contract agreement, or their successors in office. 7.2 Amendments Any amendments to this grant contract agreement 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 grant contract, or their successors in office. 7.3 Waiver If the State fails to enforce any provision of this grant contract agreement, that failure does not waive the provision or the State's right to enforce it. 7.4 Grant Contract Agreement Complete This grant contract agreement contains all negotiations and agreements between the State and the Grantee. No other understanding regarding this grant contract, whether written or oral, may be used to bind either party. 8 Liability The Grantee must indemnify, save, and hold the State, its agents, and employees harmless from any claims or causes of action, including attorney's fees incurred by the State, arising from the performance of this grant contract agreement by the Grantee or the Grantee's agents or employees. This clause will not be construed to bar any legal remedies the Grantee may have for the State's failure to fulfill its obligations under this grant contract agreement. 9 State Audits Under Minn. Stat. § 1613.98, Subd.8, the Grantee's books, records, documents, and accounting procedures and practices of the Grantee or other party relevant to this grant contract agreement or transaction are subject to examination by the Commissioner of Administration, by the State granting agency and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this grant contract agreement, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later 10 Government Data Practices and Intellectual Property Rights 10.1 Government Data Practices The Grantee 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 grant contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this grant contract agreement. The civil remedies of Minn. Stat. � 13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. If the Grantee receives a request to release the data referred to in this Clause, the Grantee must immediately notify the State. The State will give the Grantee instructions concerning the release of the data to the requesting party before the data is released. The Grantee's response to the request shall comply with applicable law 10.2 Intellectual Property Rights The Grantee represents and warrants that Grantee's intellectual property used in the performance of this Contract does not and will not infringe upon any intellectual property rights of other persons or entities. Notwithstanding Clause 8, the Grantee will indemnify; defend, to the extent permitted by the Attorney General; and hold harmless the State, at the Grantee's expense, from any action or claim brought against the State to the extent that it is based on a claim that all or part of Grantee's intellectual property used in the performance of this Contract infringe upon the intellectual property rights of others. The Grantee will be responsible for payment of any and all such claims, demands, obligations, liabilities, costs, and damages, including but not limited to, attorney fees. If such a claim or action arises, or in the Grantee's or the State's opinion is likely to arise, the Grantee must, at the State's discretion, either procure for the State the right or license to use the intellectual property rights at issue or replace or modify the allegedly infringing intellectual property as necessary and appropriate to obviate the infringement claim. This remedy of the State will be in addition to and not exclusive of other remedies provided by law. 11 Workers Compensation 21 (8) The Grantee certifies that it is in compliance with Minn. Stat. � 176.181, Subd. 2, pertaining to workers' compensation insurance coverage. The Grantee's employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers' Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State's obligation or responsibility. 12 Publicity and Endorsement 12.1 Publicity Any publicity regarding the subject matter of this grant contract agreement 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 Grantee individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this grant contract. All projects primarily funded by state grant appropriations must publicly credit the State of Minnesota, including on the grantee's website when practicable. 12.2 Endorsement The Grantee must not claim that the State endorses its products or services. 13 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice -of -law provisions, governs this grant contract agreement. Venue for all legal proceedings out of this grant contract agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14 Termination 14.1 (a) Termination by the State The State may immediately terminate this grant contract agreement with or without cause, upon 30 days' written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. (b) Termination by The Commissioner of Administration The Commissioner of Administration may unilaterally cancel this grant contract agreement if further performance under the agreement would not serve agency purposes or is not in the best interest of the State. 14.2 Termination for Cause The State may immediately terminate this grant contract agreement if the State finds that there has been a failure to comply with the provisions of this grant contract, that reasonable progress has not been made or that the purposes for which the funds were granted have not been or will not be fulfilled. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. 14.3 Termination for Insufficient Funding The State may immediately terminate this grant contract agreement if: (a) It does not obtain funding from the Minnesota Legislature. (b) Or, if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the Grantee. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the Grantee 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 grant contract agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State must provide the Grantee notice of the lack of funding within a reasonable time of the State's receiving that notice. 21 (s) 14.4 Additional alternate termination language may be negotiated on a case -by -case basis after the state agency has consulted with their legal and finance teams. 15 Data Disclosure Under Minn. Stat. & 270C.65, Subd. 3, and other applicable law, the Grantee consents to disclosure of its social security number, 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 Grantee to file state tax returns and pay delinquent state tax liabilities, if any. 21 (10) 1. STATE ENCUMBRANCE VERIFICATION 3. STATE 0GENCVI Individual certijies that funds have been encumbered as required by Minn. Slat. § 16A.15 I �n By: QM� Signed: �`-�� C/ /-u�dBa�i (With delegated authority) i g Title: Deputy Commissioner Date: 05/28/24 SWIFT Contract/PO No(s). 249909 PR 86375 PO 3-558810 2. GRANTEE The Grantee certifies that the appropriate person(s) have executed the grant contract agreement on behalf of the Grantee as required by applicable articles, Date: Tune 14. 2024 Distribution: Agency Grantee State's Authorized Representative May 1, 2024 Mayor Lloyd Hilgart City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Mayor Hilgart, On behalf of the Department of Employment and Economic Development (DEED), we would like to thank you for your interest in the Community Energy Transition Grant. We had $4,750,000 available to award in this funding cycle. It is our pleasure to inform you that your city's proposal for "Northwest Growth Area Utility Expansions" scored 87.13 out of 100 and has been selected to receive a grant of $1,000,000.00 for State Fiscal Year 2024. Carla Vita and Mike McCrownsey, Director and Grant Specialist Coordinator of the Office of Energy Transition will contact you to finalize your award. Carla and Mike can be reached at carla.vita@state.mn.us and mike.mccrownsev@state.mn.us. The Office of Energy Transition will be hosting an implementation meeting to answer any questions your Staff may have about contracting with DEED, project implementation and reporting requirements. ETO staff will reach out to City Staff to coordinate the implementation meeting with the date and time will be arranged with the soonest possible time. Congratulations on your successful proposal. We look forward to working with you to help make Minnesota a state where everyone has an opportunity to succeed. Regards, ,Z�bu;-\, — Matt Varilek DEED Commissioner Kevin McKinnon Deputy Commissioner Economic Development Minnesota Department of Employment and Economic Development 180 E 5th Street, Suite 1200, St. Paul, MN 55101 Phone 651/259-7112 or1-800-657-3858 mn.gov/deed 21 (12) City Council Agenda: 6/10/2024 2K. Consideration of adopting Resolution 2024-48 authorizing a Community Energy Transition (CET) Grant Agreement with MN -DEED in the amount of $1,000,000 for Municipal Trunk Utility Extensions along County Road 39 to the Northwest Growth Area Prepared by: Economic Development Manager Reviewed by: Community Development Director, Finance Director, City Engineer -Public Works Director ACTION REQUESTED Meeting Date: 06/10/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to adopt Resolution 2024-48 authorizing a Grant Agreement with MN -DEED for a Community Energy Transition (CET) Grant in the amount of $1,000,000 for extension of municipal trunk sewer and water lines along County Road 39 West to serve the Northwest Growth Area. PREVIOUS COUNCIL ACTION November 13, 2023: City Council adopted Resolution 2023-94 authorizing submittal of the $1,000,000 CET grant application. REFERENCE AND BACKGROUND The Community Energy Transition Grant program was created by the Minnesota legislature to support communities that host large electric generating facilities as they address the economic dislocation created by future plant closures. The City received an initial $500,000 CET Grant in early 2021 and used those dollars to complete a multi -faceted Strategic Transition Plan (STP). Additional funding was allocated to the CET program by the legislature in the 2023 session. The Minnesota Department of Employment and Economic Development (MN -DEED), the responsible entity administering the program, solicited additional grant submittals in late fall of 2023. After some eligibility questions arose and related discussions ensued among DEED staff, it was concluded that the City will remain eligible for the funding. A CET grant award notice was received by the Mayor in early May. The recent grant funding award, as outlined in the application, will fund the extension of trunk sewer and water lines west along County Road 39 to the City's long-term Northwest Growth Area identified in the STP. 21 (13) City Council Agenda: 6/10/2024 In its CET Grant submittal, a funding match of $1,000,000 City dollars to leverage the grant funding was proposed. The total expenditure of $2,000,000 (50 percent Grant dollars and 50 percent City funds) will allow trunk sewer and water utilities to be extended to the large available undeveloped parcels adjacent to County Road 39 in the Northwest Growth Area. This will allow future development proposals for this area to have a reasonable cost input to cover the final leg of the trunk utilities to the specific development sites. Key terms of the Grant Agreement include: ✓ CET Grant Application submittal packet is a vested component of the Grant Agreement. ✓ Project expiration date is June 30, 2025 (this can be extended through a modification) ✓ Services and/or materials costing $100,000 or more must undergo a formal notice and bidding process ✓ Services and/or materials costing between $25,000 to $99,999 must be competitively awarded based on a minimum of three verbal quotes or bids ✓ Final funding draws must be submitted 30 days prior to project expiration The city attorney reviewed the grant agreement and had no concerns. A request for proposals for engineering services was prepared and proposals are due on June 17. A recommendation for a consultant is expected to be brought for City Council approval on June 24. The project schedule anticipates a bid date in the winter of 2024 with construction starting in the spring of 2025 with completion in the late summer. Staff is coordinating with Wright County on this project as part of their planned pavement preservation project scheduled for 2025. Initial indication is that the pavement preservation project could be delayed until 2026 to minimize the impacts from the two projects. Budget Impact: Local funding matching dollars of $1,000,000 are proposed as part of the Grant award. The matching dollars are to be sourced from the City's Trunk Utility Sewer and Water Funds. II. Staff Workload Impact: The staff impacts are expected to consist of time allocation from the City Administrator, Community Development Director, Finance Director, City Engineer -Public Works Director and Assistance City Engineer. An estimate of the total involved hours is not possible at this point, though as the work -scope progresses over the next 14 months, there could be periodic time demands on several of the identified staff. No additional staff are needed to proceed in completing the proposed CET Grant scope of work. III. Comprehensive Plan Impact: N/A 21 (14) City Council Agenda: 6/10/2024 STAFF RECOMMENDED ACTION City staff recommend approval of Resolution 2024-48 authorizing entering into the CET Grant Agreement. Securing the CET Grant funding award is a significant helpful financial assist in the effort to extend crucial trunk utility infrastructure to future large development sites in the Northwest Growth Area. SUPPORTING DATA A. City Council Resolution 2024-48 B. CET Grant Agreement C. CET Grant Award Notice — letter to Mayor Hilgart D. CET Grant Application (excerpt) w/ Infrastructure Project Illustrations E. CET Grant Authorizing Resolution City Council Agenda: 3/24/2025 2J. Consideration to adopt Resolution 2025-24 for Development Stage and Final Stage Planned Unit Development and Resolution 2025-25 and Ordinance 845 for Rezoning to Mastercraft Planned Unit Development for Phased Industrial Development including Industrial Service and Industrial Self -Storage as Principle Uses in the 1-2 (Heavv Industrial) District and adopting Summary Ordinance 845A for publication. Applicant: Tim Flander/Big Bear Holdings Prepared by: Meeting Date Grittman Consulting, Stephen Grittman, 3/24/2025 City Planner Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Coordinator, Chief Building Official, Assistant City Engineer ACTION REQUESTED ® Consent Agenda Item ❑ Regular Agenda Item Planning Commission unanimously recommends rezoning to Mastercraft PUD and Development and Final Stage PUD approvals. Motion to adopt Resolution 2025-24 approving a Development Stage and Final Stage Planned Unit Development for Phased Industrial Development including Industrial Service and Industrial Self -Storage as Principle Uses in the 1-2 (Heavy Industrial) District, subject to the conditions in Exhibit Z and based on findings in said resolution and to adopt Resolution 2025-25 and Ordinance 845 rezoning to Planned Unit Development and creating the Mastercraft PUD District for Phased Industrial Development including Industrial Service and Industrial Self - Storage as Principle Uses in the 1-2 (Heavy Industrial) District, subject to the conditions in Exhibit Z and based on findings in said Resolution and adopt Summary Ordinance 845A for publication. PREVIOUS COUNCIL ACTION July 22, 2024: Approval of Development Stage PUD REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1, Oakwood Industrial Park 3rd Addition PID #: 155-249-001010 City Council Agenda: 3/24/2025 Planning Case Number: 2025-05 Request(s): 1. Development Stage and Final Stage Planned Unit Development 2. Rezoning to Planned Unit Development Deadline for Decision: April 5, 2025 (60-day deadline) June 4, 2025 (120-day deadline) Land Use Designation: General Industrial Zoning Designation: 1-2 Heavy Industrial Overlays/Environmental Regulations Applicable: Special Use District Current Site Uses: Vacant Land Surrounding Land Uses: North: 1-2 Industrial East: 1-1, Industrial South: 1-2 Industrial West: 1-2 Industrial Project Description: The applicant requests Development and Final Stage PUD and rezoning to PUD approval for a previously reviewed Industrial Services use. The Development Stage PUD for the Mastercraft development was approved by the City Council in July of 2024. However, the applicant did not submit the Final Stage PUD application within the required 60 days of approval and did not request extension of that approval. The applicant is now seeking concurrent reviews of the Development and Final Stage applications to proceed with the project, as well as rezoning to PUD. The applicant proposes to construct and operate an Industrial Services business (primarily landscaping and other seasonal maintenance), including outdoor storage of certain equipment and materials. The applicant requests modifying the general standards of the 1-2 district to accommodate three areas of flexibility. The first is to allow outdoor storage areas and equipment staging that rely on unpaved surface, substituting crushed concrete for surfaces in the storage area. The second is flexibility for their proposed outdoor storage coverage area, based on their business model which City Council Agenda: 3/24/2025 includes outdoor parking of drivable equipment, and a longer - term expansion plan that would reduce the building -to -storage area ratio. The applicant also requests a modified building materials standard to accommodate a textured metal panel siding, a departure from the standard masonry finish, or other similar coating. ANALYSIS: The applicant originally received approval of a Development Stage PUD request in 2024, but did not undertake the Final Stage PUD for the project at that time. The prior process included a concept review of the project that was presented to a joint Planning Commission/City Council workshop in January 2024. Comments from the City Council, Planning Commission, and staff were generally positive with regard to the proposed land use and consistency with both Comprehensive Plan goals for the site, as well as the development expectations for the property in question. The primary issue for the workshop officials related to the proposed building materials, particularly where the side is visible from the adjoining roadway. The workshop comments expressed a willingness to accommodate the storage area and surfacing requests, especially in consideration of a long-term opportunity to shift storage indoors as building development expands on the site. It is acknowledged that there is no guarantee or timeline for that expansion. During the Development Stage PUD review in July 2024, the Planning Commission and City Council continued their support for the project, noting the proposed phasing as an accommodating factor for the crushed concrete surfacing and that the applicant proposes a textured steel finish and adding a masonry wainscot to the proposed principal building. The subject parcel is just under 1.5 acres in area, with approximately 175 feet of frontage on Fallon Avenue. The surrounding uses are industrial in nature. Development & Final Stage PUD/Rezoning to PUD District The comments below are similar to those of the Development Stage review in 2024, with notations where the applicant has revised their plans to meet the conditions of approval, consistent with Final Stage PUD requirements. Site Planning. The site plan relies on a single access drive from Fallon Avenue. The driveway enters the site and serves parking on either side of the drive. This portion of the more "public" facing parking area will be paved and curbed per code. The driveway will extend westward to the rear line of the building, after which the surface would transition to the crushed concrete requested by the applicant. City Council Agenda: 3/24/2025 The plans illustrate a combination of uses in the rear yard area. There is a stormwater pond along the north property line, and another stormwater basin at the rear of the parcel. In the northwest corner of the site, the applicant proposes a future storage building. The central portion of the rear yard area is crushed concrete and is shown on the applicant's plans as circulation area which divides two more aspects of storage — one for general materials and equipment storage, and the other for truck and trailer storage/parking. The 1-2 zoning district requires outdoor storage space cover an area no greater in extent than the floor area of the principal building. The applicant's plans result in a storage area up to 2.5 times the floor area of the proposed 7,200 square foot building. This aspect of the PUD is, with growth over time, suggested by the applicant to resolve itself, with the site plan illustrating additional building expansion over both the vehicle/storage area to the west and northwest corner of the site. Further, it is noted a portion of the space will be used for truck and equipment parking, rather than materials or general storage. The PUD request is designed to accommodate the future expansion with the second building and the use of this area of the site in the interim for operations -related parking and circulation. Pedestrian Access. In most cases, the City requires applicants to install public pedestrian facilities (sidewalk or pathway) as a component of completing the street along the parcel frontage. In this case, staff does not recommend that addition, given the anticipated reconstruction of Fallon Avenue in the foreseeable future. Parking. The site plan shows a total of 19 parking spaces along the north side of the building and drive aisle. As an industrial use of 7,200 square feet (or double that with expansion), site parking would only be required a total of 9 spaces for each of the two main buildings. However, the parking design on the site plan will result in several of the proposed spaces blocking access to overhead doors located along the north wall. For the overhead doors to be accessible, at least half of the proposed parking spaces will not be available, reducing the practical available parking supply to about 12 spaces on the property. As the current building requirement is nine spaces, the current plan can proceed as proposed. The second phase expansion may require additional review if additional parking is needed. The applicant is required to provide a site plan demonstrating the location for the additional stalls at the time of the second phase. Landscape. The landscape plan originally provided consisted of a series of Black Hills Spruce along the north property line, along a proposed boundary fence. With the final stage plans, these trees were scaled back significantly from the original plan. While they were a positive addition to the site, land uses to the north are heavy industrial and technically do not require a planted buffer. The plan also includes a shrub foundation planting in front of the building, and other ornamental tree plantings. Otherwise, the ground surface is required to be planted with turf. The landscape plan meets the City's planting requirements for tree quantities and shrub City Council Agenda: 3/24/2025 plantings for the site and building, but the retention of at least some of the original count of Black Hills Spruce is recommended to support the PUD flexibility in building materials and storage area allowances. Building Design/Materials. Building materials for the structure are an aspect of departure from the zoning ordinance. Per code, building materials should be masonry on all sides, or a textured product to simulate masonry exterior materials. While the applicant relied on other prior buildings constructed in the general area as examples, the City's revised materials code prohibits the exposed ribbed steel. Most recent permit approvals in industrial zones relied on the updated code standards. The applicant proposes to use steel siding, but with a textured surface. On the front elevation, the applicant proposes a wainscot of cultured stone. As a condition of approval at the prior review, the City modified its approval to incorporate the requested textured steel siding (not ribbed panels) on all four sides of the building and including masonry wainscot along the front (Fallon Avenue) face of the structure. The plan shows both current and future phases for building expansion. The future phases are included with this original review. Future phases can expect to be reviewed at an administrative level if proposed in accordance with the current plans. Modifications or departures will require more extensive PUD amendment review. Signage. No information was provided related to signage. Sign permitting will be subject to the applicable ordinance requirements. Lighting. The applicant provided a lighting plan submission. The plan appears to rely on wall - mounted lighting which if directed downward is expected to be consistent with the City's requirements of zero footcandles at the property line. An updated plan should be provided to accompany the building permit application I. Budget Impact: The applicant provided the required fee and escrow for the application, which is applied to the costs of review and public hearing. II. Staff Workload Impact: Consulting time for the review of the PUD is covered by the supplied escrow and is relatively minor in scope given prior application review. The City's Engineering Department completed a review of the project plans. III. Comprehensive Plan Impact: The proposed uses are consistent with the General Industrial land use designation for the parcel, as well as 1-2 zoning. The PUD accommodations provide the user with flexibility in phasing of their project and recognize the needs of the specific use type. The development of the site also creates tax base on an in -fill location within the existing Oakwood Industrial Park. City Council Agenda: 3/24/2025 PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed ordinance for PUD and held a public hearing on the development and final stage PUD and rezoning requests during its regular meeting on March 4, 2025. During their discussion, the Commission noted the prior approval for development stage PUD, and the applicant's submitted final stage plans meet the required materials and site conditions set at the time of the prior development stage PUD approval. No public was present to address the Commission during the public hearing. Following discussion, the Commission unanimously recommended approval of the development and final stage PUD and rezoning to PUD, subject to the conditions in Exhibit Z. STAFF RECOMMENDED ACTION Staff recommend approval of the Zoning Amendment/Rezoning to PUD and the Development and Final Stage PUD with the requirements and conditions of Exhibit Z. The use is consistent with land use and zoning for the subject parcel. With the revised plans for Final Stage PUD, the applicant has met many of the prior assigned conditions. With the conditions in Exhibit Z, many of which are on -going, staff believe that PUD flexibility is appropriate, particularly given the planned future expansion on the site. SUPPORTING DATA A. Resolution 2025-24 B. Resolution 2025-25 C. Ordinance No. 845 C2. Summary Ordinance 845A D. Resolution PC-2025-09 E. Resolution PC-2025-14 F. Aerial Site Image G. Applicant Narrative H. Civil Plans, Including: a. Site Plan b. Landscape Plan C. Grading Plan d. Utility Plan e. Erosion Control Plan f. SWPPP g. Firetruck Turning Exhibit h. Detail City Council Agenda: 3/24/2025 K. L. M. N. O. P. Z. Certificate of Survey (Lot) Building Elevations Landscaping Plan Photometric Plan Stormwater Report Chief Building Official's Letter, dated June 20, 2024 City Engineer's Letter, dated February 21, 2025 Engineering Response Comment Letter Conditions of Approval Conditions of Approval City Council Agenda: 3/24/2025 Mastercraft Planned Unit Development Lot 1, Block 1, Oakwood Industrial Park 3rd Addition 1. Accept the building materials proposed by the applicant to ensure that all four sides of the building are covered with materials that are composed of textured architectural steel, including the masonry wainscot finish on the front (Fallon Avenue) face of the structure. 2. The applicant's plans shall be revised to specify the material for trash enclosure, which shall be durable, maintenance free materials. Specify in the Ordinance that upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. 4. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. 5. No repair work is to be conducted outdoors. 6. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. 7. A revised parking plan for the second phase is provided, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. 8. Turfgrass is established in all outdoor areas of the site not designated for pavement or storage/circulation space, or otherwise shown on the landscape plan. 9. Lighting plans are updated for the current site and provided at the time of building permit application. 10. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendation for 3- 5 additional Black Hills Spruce along the north property line. 11. Verify that the presented site plan utilizes a current certificate of survey. 12. Compliance with the terms of the City's Engineering Staff letter dated February 21, 2025. City Council Agenda: 3/24/2025 13. Compliance with the terms of the City Building Official's letter dated June 20, 2024. 14. Comments and recommendations of other Staff and Planning Commission. 2J (1) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL A RESOLUTION APPROVING A DEVELOPMENT STAGE AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE MASTERCRAFT PUD DISTRICT WHEREAS, the applicant is seeking a Development Stage and Final Stage Planned Unit Development approval, among other concurrent applications, for a parcel of currently undeveloped land; and WHEREAS, the proposed PUD would incorporate development opportunity for industrial service uses and directly associated accessory uses as allowed uses in the proposed Mastercraft Planned Unit Development zoning district; and WHEREAS, the PUD provides for an industrial service business, on a single development parcel, and utilizes existing right of way for access to and from the PUD business(es); and WHEREAS, the PUD incorporates a series of development standards that the applicant will meet with the submitted, or supplemental, plans and documents; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designates the land use for the property as Heavy Industrial uses; and WHEREAS, the Planning Commission has reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on July 2" d, 2024 and March 4, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has recommended approval of the Development Stage PUD for Mastercraft; and WHEREAS, the City Council has considered all of the comments of the Planning Commission, the public, and the staff report, which are incorporated by reference into the resolution, and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval for Development Stage PUD: 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 2J (2) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-24 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed development accommodates additional public and private improvements, including pedestrian facilities, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed development accommodates reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. The proposed access and development details, as supplemented in further submissions, meet the intent and requirements of the applicable zoning regulations. 7. The proposed PUD is not anticipated to negatively impact surrounding residential properties. 8. Approval of the development will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota that the Monticello City Council approves the Development and Final Stage PUD for Mastercraft, subject to the conditions of Exhibit Z of the staff report, as follows: 1. Accept the building materials proposed by the applicant to ensure that all four sides of the building are covered with materials that are composed of textured architectural steel, including the masonry wainscot finish on the front (Fallon Avenue) face of the structure. 2. The applicant's plans shall be revised to specify the material for trash enclosure, which shall be durable, maintenance free materials. Specify in the Ordinance that upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. 4. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. 5. No repair work is to be conducted outdoors. 6. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. 2J (3) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-24 7. A revised parking plan for the second phase is provided, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. 8. Turfgrass is established in all outdoor areas of the site not designated for pavement or storage/circulation space, or otherwise shown on the landscape plan. 9. Lighting plans are updated for the current site and provided at the time of building permit application. 10. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendation for 3- 5 additional Black Hills Spruce along the north property line. 11. Verify that the presented site plan utilizes a current certificate of survey. 12. Compliance with the terms of the City's Engineering Staff letter dated February 21, 2025. 13. Compliance with the terms of the City Building Official's letter dated June 20, 2024. 14. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 24th day of March, 2025 by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 2J (4) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL A RESOLUTION APPROVING AN AMENDMENT TO SECTION 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, CREATING THE MASTERCRAFT PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE SUBJECT PROPERTY TO MASTERCRAFT PUD DISTRICT WHEREAS, the applicant is seeking approval of a Planned Unit Development for a project consisting of industrial service uses, for the Mastercraft PUD District; and WHEREAS, the proposed PUD District would create the uses and standards applicable to all development in the Mastercraft PUD District, to consist of an industrial services business and tenant occupants allowed as permitted uses in the 1-2 District in the proposed Mastercraft Planned Unit Development zoning district; and WHEREAS, the proposed PUD plans account for public easements and rights of way, and adequate drainage and utilities which will serve various phases of the PUD; and WHEREAS, the subject parcels will be consistent with requirements of the City's Zoning Ordinance requirements under the adopted Mastercraft PUD District standards, as well as other applicable standards of the Monticello Zoning Ordinance; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Heavy Industrial Zoning District; and WHEREAS, the Planning Commission has reviewed the application for the Amendment to the Zoning Ordinance pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on July 2" d, 2024, and on March 4t", 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has recommended approval of the establishment of the Mastercraft PUD District; and WHEREAS, the City Council has considered all of the comments of the Planning Commission, the public, and the staff report, which are incorporated by reference into the resolution, and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval of the amendment for rezoning the subject property to Mastercraft PUD District: 1. The proposed Zoning District is required to address the proposed use, and provide the potential for development consistent with the intent and purpose of the plans, goals, and policies of the Monticello Comprehensive Plan related to the Heavy Industrial land use category. 2J (5) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-25 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, provided the development is adequately served by existing roadways. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD District and the associated development plans accommodate adequate provision of public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed PUD does not interfere with reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. As a property which has been vacant for many years, the proposed PUD is not anticipated to negatively impact surrounding properties or values. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota that the Monticello City Council approves the amendment to the Monticello Zoning Ordinance creating the Mastercraft PUD District, and rezoning the area as the Mastercraft PUD District, be approved subject to the conditions of Exhibit Z of the staff report, as follows: 1. Accept the building materials proposed by the applicant to ensure that all four sides of the building are covered with materials that are composed of textured architectural steel, including the masonry wainscot finish on the front (Fallon Avenue) face of the structure. 2. The applicant's plans shall be revised to specify the material for trash enclosure, which shall be durable, maintenance free materials. Specify in the Ordinance that upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. 4. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. No repair work is to be conducted outdoors. 2J (6) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-25 6. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. 7. A revised parking plan for the second phase is provided, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. 8. Turfgrass is established in all outdoor areas of the site not designated for pavement or storage/circulation space, or otherwise shown on the landscape plan. 9. Lighting plans are updated for the current site and provided at the time of building permit application. 10. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendation for 3- 5 additional Black Hills Spruce along the north property line. 11. Verify that the presented site plan utilizes a current certificate of survey. 12. Compliance with the terms of the City's Engineering Staff letter dated February 21, 2025. 13. Compliance with the terms of the City Building Official's letter dated June 20, 2024. 14. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 24th day of March, 2025 by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 2J (7) ORDINANCE NO. 845 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV, § 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, ESTABLISHING THE MASTERCRAFT PLANNED UNIT DEVELOPMENT DISTRICT AND REZONING THE FOLLOWING DESCRIBED PROPERTY TO MASTERCRAFT PUD: Lot 1, Block 3, Oakwood Ind. Park 3rd Addition THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section § 153.047, PUD Districts, is hereby amended to add the following: (y) Mastercraft PUD District (1) Purpose. The purpose of the Mastercraft PUD District is to provide for the development of certain real estate subject to the Planned Unit Development District for industrial land uses. (2) Phased Development. The Mastercraft PUD District will be developed in multiple phases as detailed on the approved Final Stage PUD Plans. (3) Permitted Uses. Permitted principal uses in the Mastercraft PUD District shall be the permitted industrial uses of the 1-2, Heavy Industrial District, including industrial services, as defined in the Monticello Zoning Ordinance, along with administrative offices, subject to the approved Final Stage PUD Development Plans dated March 24, 2024, and subject to the conditions of approval imposed by City Council Resolution No. , and as may be further amended. Leased tenant spaces in any approved building shall be required to be a permitted use in the 1-2 Zoning District. Each individual use is limited to the location and building identified on the Final PUD Development Plans. The introduction of any other use or change in density shall be reviewed under the requirements of the Monticello Zoning Ordinance, 153.028(0)(9)(b) — Planned Unit Developments for Development Stage PUD. (4) Accessory Uses. Accessory uses in the Mastercraft PUD District shall consist solely of those used as illustrated on the Final PUD Development Plan, include accessory passenger vehicle parking, equipment storage and parking accessory to a principal use located within a principal building as shown on the final site plan. No other accessory uses shall be permitted in the Mastercraft PUD District. Any principal use or tenant use of the principal building shall, if operating any approved accessory use under the Final PUD Development Plans, shall adhere to and be subject to all 2J (s) ORDINANCE NO. 845 requirements and regulations of this ordinance and of the Monticello Zoning Ordinance. (5) District performance standards. Performance standards for the development of any lot in the Mastercraft PUD District shall adhere to the approved Final Stage PUD plans and development agreement. (6) The specific flexibility and conditions of the Mastercraft PUD District shall be as follows A. Outdoor storage areas shall be as shown per the approved Final Stage Plans for the first and future phases. Upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. B. Landscaping is constructed and maintained per plans provided with incorporation of the recommendation for 3-5 additional Black Hills Spruce along the north property line and turfgrass established in all areas not designated for pavement or storage/circulation. C. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. References to the stockpile location should be removed from the plans. D. No repair work is to be conducted outdoors. E. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. F. A revised parking plan for the second phase is provided at the time of development, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. G. Parking for the facility shall be as provided per the approved plans and located on the parcel to be shared among principal building occupants. H. Building architectural plans for the subject property shall be as provided with the final stage plans. I. Signage and landscaping shall be as per approved Final Stage PUD Development Plans, or as administratively approved per Monticello City Code. (7) In such case where any proposed improvement is not addressed by the Final Stage PUD, then the applicant shall seek a PUD Amendment per 0A 2J (9) ORDINANCE NO. 845 the processes of the Monticello Zoning Ordinance and as directed by the Community Development Department. (8) Where there are any conflicts in the allowed uses or required performance standards between the Mastercraft PUD District and any other applicable zoning regulations, the requirements of the Mastercraft PUD District and its associated plans shall prevail. (9) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of § 153.028(0)(10). The city may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, 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 4. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 24th day of March, 2025. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 3 2J (10) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2025-09 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE MASTERCRAFT PUD DISTRICT WHEREAS, the applicant is seeking a Development Stage and Final Stage Planned Unit Development approval, among other concurrent applications, for a parcel of currently undeveloped land; and WHEREAS, the proposed PUD would incorporate development opportunity for industrial service uses and directly associated accessory uses as allowed uses in the proposed Mastercraft Planned Unit Development zoning district; and WHEREAS, the PUD provides for an industrial service business, on a single development parcel, and utilizes existing right of way for access to and from the PUD business(es); and WHEREAS, the PUD incorporates a series of development standards that the applicant will meet with the submitted, or supplemental, plans and documents; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designates the land use for the property as Heavy Industrial uses; and WHEREAS, the Planning Commission has reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on July 2" d, 2024 and March 4, 2025 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 make the following Findings of Fact in relation to the recommendation of approval: The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2J (11) 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed development accommodates additional public and private improvements, including pedestrian facilities, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed development accommodates reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. The proposed access and development details, as supplemented in further submissions, meet the intent and requirements of the applicable zoning regulations. 7. The proposed PUD is not anticipated to negatively impact surrounding residential properties. 8. Approval of the development will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends to the City Council that the proposed Development and Final Stage PUD for Mastercraft be approved, subject to the conditions of Exhibit Z of the staff report, as follows: Accept the building materials proposed by the applicant to ensure that all four sides of the building are covered with materials that are composed of textured architectural steel, including the masonry wainscot finish on the front (Fallon Avenue) face of the_structure. 2. The applicant's plans shall be revised to specify the material for trash enclosure, which shall be durable, maintenance free materials. 3. Specify in the Ordinance that upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. 4. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. 5. No repair work is to be conducted outdoors. 2J (12) 6. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. 7. A revised parking plan for the second phase is provided, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. 8. Turfgrass is established in all outdoor areas of the site not designated for pavement or storage/circulation space, or otherwise shown on the landscape plan. 9. Lighting plans are updated for the current site and provided at the time of building permit application. 10. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendation for 3- 5 additional Black Hills Spruce along the north property line. 11. Verify that the presented site plan utilizes a current certificate of survey. 12. Compliance with the terms of the City's Engineering Staff letter dated February 21, 2025. 13. Compliance with the terms of the City Building Official's letter dated June 20, 2024. 14. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 4th day of March, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Andrew Tapper, Chair ATTEST: 2J (13) Angela Schumann,00*nity Development Director 2J (14) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2025-14 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO AMENDING SECTION 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, CREATING THE MASTERCRAFT PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE SUBJECT PROPERTY TO MASTERCRAFT PUD DISTRICT WHEREAS, the applicant is seeking approval of a Planned Unit Development for a project consisting of industrial service uses, for the Mastercraft PUD District; and WHEREAS, the proposed PUD District would create the uses and standards applicable to all development in the Mastercraft PUD District, to consist of an industrial services business and tenant occupants allowed as permitted uses in the 1-2 District in the proposed Mastercraft Planned Unit Development zoning district; and WHEREAS, the proposed PUD plans account for public easements and rights of way, and adequate drainage and utilities which will serve various phases of the PUD; and WHEREAS, the subject parcels will be consistent with requirements of the City's Zoning Ordinance requirements under the adopted Mastercraft PUD District standards, as well as other applicable standards of the Monticello Zoning Ordinance; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Heavy Industrial Zoning District; and WHEREAS, the Planning Commission has reviewed the application for the Amendment to the Zoning Ordinance pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on July 2 d, 2024, and on March 4tn, 2025 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 make the following Findings of Fact in relation to the recommendation of approval: 2J (15) 1. The proposed Zoning District is required to address the proposed use, and provide the potential for development consistent with the intent and purpose of the plans, goals, and policies of the Monticello Comprehensive Plan related to the Heavy Industrial land use category. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, provided the development is adequately served by existing roadways. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD District and the associated development plans accommodate adequate provision of public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. The proposed PUD does not interfere with reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. Asa property which has been vacant for many years, the proposed PUD is not anticipated to negatively impact surrounding properties or values. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends to the City Council that the proposed amendment to the Monticello Zoning Ordinance creating the Mastercraft PUD District, and rezoning the area as the Mastercraft PUD District, be approved subject to the conditions of Exhibit Z of the staff report, as follows: 1. Accept the building materials proposed by the applicant to ensure that all four sides of the building are covered with materials that are composed of textured architectural steel, including the masonry wainscot finish on the front (Fallon Avenue) face of the structure. 2. The applicant's plans shall be revised to specify the material for trash enclosure, which shall be durable, maintenance free materials. 3. Specify in the Ordinance that upon construction of the second building, exterior storage -area surfacing will be upgraded to pavement capable of enduring the equipment used by the applicant on the site. 2J (16) 4. If developed in accordance with the layout and details of the current plan, the future phases may be reviewed and permitted with administrative approvals only. 5. No repair work is to be conducted outdoors. 6. Any tenants of the building shall be subject to the same limitations and conditions as to use and maintenance of the storage area and other outdoor restrictions. 7. A revised parking plan for the second phase is provided, demonstrating adequate usable, and accessible parking spaces are provided to the site for the second phase. 8. Turfgrass is established in all outdoor areas of the site not designated for pavement or storage/circulation space, or otherwise shown on the landscape plan. 9. Lighting plans are updated for the current site and provided at the time of building permit application. 10. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendation for 3- 5 additional Black Hills Spruce along the north property line. 11. Verify that the presented site plan utilizes a current certificate of survey. 12. Compliance with the terms of the City's Engineering Staff letter dated February 21, 2025. 13. Compliance with the terms of the City Building Official's letter dated June 20, 2024. 14. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 4th day of March, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: �G Andrew Tapper, Chair 21 (17) ATTEST. ment t) rector 2J (18) Consideration Dev & Final PUD/Rezoning - Industrial Service & Self Storage as Principle Use PID: 155-249-001010 Address: 9730 Fallon Ave N Legal L1, BLK1, Oakwood Ind Park 3rd Addition Created by: City of Monticello 2J (19) June 3rd, 2024 Big Bear Holdings Application Master Craft Grounds Maintenance is a family owned 30 yr old company who heavily services commercial properties in Wright and Sherburne Counties. Over the years Master Craft has grown and is looking for a permanent home to headquarter the business out of. Monticello is centrally located and a great city to continue building the business in with the development of this lot. The overall goal is to establish a 7,200 sq ft industrial building with office and warehouse. Master Craft will occupy the majority of the building, but may have space available to rent as the business fluctuates in size and the amount of equipment. Additional buildings are drawn in that provide a visual for what future expansion may look like. This could be used by Master Craft or as leased space to offer shop / warehouse space to like kind companies who require smaller industrial spaces with an element of outdoor storage. With recent changes to the code we're applying for a planned unit development to allow for some of the previously allowed development standards that effect the exterior materials allowed, the ground cover improved material, and the outdoor storage allowance. The reason for the PUD is the challenges some of the new codes place over an already difficult site to economically develop within an older industrial development. Our goal is to develop one of the most aesthetically pleasing and functional properties in the area. Planned Unit Development Application 1) Exterior architectural standards. Developer requests the use of finished steel for the primary component of the exterior of the building. Similar to the most recent addition to the industrial park with Monticello Plumbing & Heating, 211 Dundas Rd. An image is below. They used a tan colored - finished steel and have an improved more architectural presence along Dundas which includes a cultured stone base along the bottom of the building with an overhanging roof line above the door that matches the roof to add architectural interest. We request the same requirements acknowledging the need for an enhanced fagade that extends five (5) feet from the principal structure with a 15% minimum in class A products, stone / glass / brick etc. We request this as it is the most suitable to match the surrounding buildings, this type of metal has proven itself for durability, and provides a quality appearance with the addition of the stone, glass, and fagade articulation, that pronounces the front of the building and the primary entrance. The steel chosen for this project is an architectural textured steel that increases the aesthetic value of the overall building. 2J (20) 2) Off Street Loading Spaces- Drive Aisle - Outdoor Storage (combined). Both the off street loading spaces, drive aisles, and the outdoor storage have an improved surface of asphalt or concrete. We request that an improved medium of crushed concrete be an allowed surface as the asphalt and concrete are not suitable for the principle use of the property. The primary use is a landscape company that will be loading and unloading via skid loaders and front end loaders. Asphalt does not withstand well the loading and unloading of equipment, the tight turning radius of truck and trailers that the narrow site demands, and the loading and unloading of materials while using a machine such as a skid loader or a yard loader. Class 5 and more recently recycled asphalt has been used through out the Monticello industrial park for years and has worked well for its users. It provides a compacted base that functions well that allows the turning and loading to take place both for trucks and trailers as well as machines without damage to any of the surface or to unnecessary wear on the tires or tracks of the machines. The improved medium for this project proposed is crushed concrete. The material will be delivered from a specific provider as they have material that does not contain the fines from the crushing and is therefore a low dust producing product. The immediate neighbor to the South, Norland Truck has nearly an acre of outdoor storage, drive lanes, and loading/unloading areas that is composed of class 5 which has worked very well over the years. Across the street to the east was Dakota Supply Group, now Hoglund Body and equipment, who has 0.6 acres of gravel that allows for the loading/unloading, drive lanes, and outdoor storage. JME two lots away has 10 acres that is primarily gravel. The medium has worked well in reducing unnecessary repairs to the surface and strain on vehicles & machines. We request that the front parking lot and primary drive 2J (21) aisle to the street be paved with asphalt as that is a straight shot to get behind the primary structure without turning. Then from a fenced and gated line at the rear of the building back be crushed concrete. This will fully screen the medium from Fallon Ave and allow the developer to utilize the benefits of this improved medium. Below is an aerial concept with the area to be screened via a fence that would separate the class 5 / recycled asphalt medium from the asphalt and provide full screening from Fallon Ave. CONCH DATA i L 3) Outdoor Storage Allowance: The outdoor storage allowance in the 1-2 district is 100% of the principal structure. We are looking at a 7,200 sf building in the front. We request a ratio of 2 to 1 which would include drive / turn lanes, truck and trailer parking spots, as well as an area for material storage. The building will be used for office, warehousing, and equipment service / shop. The majority of the vehicles with trailers will be parked outside. A crew cab short bed truck with a 14 ft dump trailer is 40 ft long. Allowing some space for movement on all sides of the truck we prefer 12' wide parking spaces. Master Craft Outdoors runs 5 trucks. The additional space would be used for the outdoor storage of materials. This extra space would allow room for onsite movement without congestion and alleviate any accidents on site caused by loading / unloading or movement from the shop to the yard. 2J (22) Exterior Architectural Standards: (3) In the Heavy Industrial (1-2) districts, the following building material standards shall apply: (a) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. Exterior finishes may consist of finished steel. 00, k 1......... ........" ,.-� 5' 1 (b) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across 15% of the fagade area, combination of glass and architectural or finished metals, or a wall plane articulation across 15% of the fagade area. Such articulation must extend at least five feet from the primary building line of the principal building structure. (c) Exterior building finishes shall consist of materials compatible in grade and quality to the following: 1. Brick; 2. Natural stone; 3. Decorative rock face block or burnished block; 4. Glass; 5. Stucco or substantially similar finish product; 6. Exterior Insulated Finish systems. where said system is manufactured to replicate the look of one of the approved building materials in this section; 7. Cast n place concrete or pre -cast concrete panels; 2J (23) 8. Textured finishes on metal panels to simulate stucco or other similar treatments; 9. Commercial -grade siding made of cement board, composition board, or other durable material, not including vinyl. (F) Institutional requirements. All institutional uses shall adhere to the building materials requirements spelled out for commercial districts in § 153.070(D) above. § 153.068 OFF-STREET LOADING SPACES. (A) Purpose. The regulation of loading spaces in these zoning regulations is to alleviate or prevent congestion of the public right-of-way and so to promote the safety and general welfare of the public by establishing minimum requirements for off-street loading and unloading from motor vehicles in accordance with the utilization of various parcels of land or structures. (B) Location. (1) All required loading berths shall be off-street and located on the same lot as the building or use to be served. (2) The location of required loading births shall be such that circulation occurs within the designated site or property and does not depend upon a public street or alley. (3) All loading berth curb cuts shall be located at a minimum 50 feet from the intersection of two or more street rights -of -way. This distance shall be measured from the property line. (4) No loading berth shall be located closer than 50 feet from a residential district unless within a structure. (5) Loading berths shall not occupy the front yard setbacks. (6) Loading berths located at the front or at the side of buildings on a corner lot shall only be permitted if the following conditions can be met: (a) Loading berths shall not conflict with pedestrian movement. (b) Loading berths shall not obstruct the view of the public right-of-way from off- street parking access. (c) Loading berths shall comply with all other requirements of § 153.067. (d) All screening requirements of § 153.060(I) are met. (7) Each loading berth shall be located with appropriate means of vehicular access to a street or public alley in a manner which will cause the least interference with traffic. (C) Surfacing. All loading berths and accessways shall be improved with not less than six-inch class five base and two-inch bituminous surfacing to control the dust or use a class five or asphalt milling base with an approved dust control program 2J (24) and drainage according to a plan submitted to and subject to the approval of the Community Development Department. (D) Accessory use, parking and storage. Any space allocated as a required loading berth or access drive so as to comply with the terms of these zoning regulations shall not be used for the storage of goods, inoperable vehicles, or snow shall not be included as part of the space requirements to meet the off-street area. (E) Screening. All loading areas shall be screened and landscaped in compliance with § 153.060(I), of this chapter. (F) Size. Unless otherwise specified in these zoning regulations, the first loading berth shall be not less than 55 feet in length, and all loading berths shall be not less than 30 feet in length. All loading berths shall be not less than ten feet in width and 14 feet in height, exclusive of aisle and maneuvering space. (G) Number of loading berths required. The number of required off-street loading berths shall be as follows: (1) Manufacturing, fabrication, processing, warehousing, storing, retail sales, schools and hotels. For such a building 5,000 to 100,000 square feet of floor area, one loading 55 feet in length and one additional berth for each additional 100,000 square feet or fraction thereof, plus one berth 30 feet in length for each 35,000 square feet of floor area or fraction thereof. (2) Auditorium, convention hall, exhibition hall, sports arena or stadium. Ten thousand to 100,000 square feet of floor area, one loading berth; for each additional 100,000 square feet of floor area or fraction thereof, one additional loading berth. 2J (25) § 153.067 OFF-STREET PARKING. (A) Purpose. The regulation of off-street parking spaces in these zoning regulations is to alleviate or prevent congestion of the public right-of-way and to promote the safety and general welfare of the public by establishing minimum requirements for off-street parking of motor vehicles in accordance with the utilization of various parcels of land or structures. (B) Application of off-street parking regulation. The regulations and requirements set forth herein shall apply to all off-street parking facilities in all of the zoning districts of the city. (C) Change in use or occupancy. (1) Change in use or occupancy of land. (a) Any change of use or occupancy of land already dedicated to a parking area, parking spaces, or loading spaces shall not be made, nor shall any sale of land, division, or subdivision of land be made which reduces area necessary for parking, parking stalls, or parking requirements below the minimum prescribed by these zoning regulations. (b) Off-street parking spaces and loading spaces or lot area existing upon the effective date of this chapter as denoted in § 153.004 shall not be reduced in number or size unless said number of size exceeds the requirements set forth herein for a similar new use. (2) Change in use or occupancy of a building. Any change of use of occupancy of any building or buildings, including additions thereto, requiring more parking area shall not be permitted until there is furnished such additional parking spaces as required by these zoning regulations. (3) Site plan drawing necessary. In all zoning districts, all applications for a building permit or prior to a change in use for an existing building or as required for a certificate of occupancy in all zoning districts shall be accompanied by a site plan drawn to scale and dimensioned indicating the location of off-street parking and loading spaces in compliance with the requirements set forth in § 153.067. (D) Prohibited uses related to off-street parking. 2J (26) (1) Required accessory off-street parking spaces in any district shall not be utilized for open storage, sale, or rental of goods; or storage of inoperable vehicles and/or storage of snow. (2) For single-family and two-family dwellings, off-street parking of passenger, small construction, emergency or any other commercial vehicles in the rear yard is prohibited as illustrated in Fiqure 4-11 and in Table 4-9. (3) Except for temporary uses as permitted by § 153.093 and trailers parking in a designated loading area, no vehicle may be parked and used for storage of items in any district. (E) Standards applicable to all uses. (1) Location of required parking. (a) Required accessory off-street parking shall be on the same lot under the same ownership as the principal use being served except under the provisions of § 153.067(G)(3), subject to the public improvement project exception as regulated by § 153.106(D)(1). (b) Except for single, two-family, townhouse dwellings and parcels in the CCD, head -in parking directly off of and adjacent to a public street with each stall having its own direct access to the public street shall be prohibited. (c) Except in the case of single, two-family, and townhouse dwellings, parking areas shall be designed so that circulation between parking bays or aisles occurs within the designated parking lot and does not depend upon a public street or alley. (d) Except in the case of single, two-family, and townhouse dwellings and parcels in the CCD, parking area design which requires backing into the public street is prohibited. (e) All accessory off-street parking facilities required by this chapter shall be located and restricted as follows: 1. For single-family and two-family dwellings, the part of a paved driveway within boulevard portion of the street right-of-way shall only be used for parking in a manner that does not block any public sidewalk or pathway. 2. In the case of single-family dwellings, parking shall be prohibited in any portion of the rear yard. In the case where the only attached or detached garage on a property is located in the rear yard, parking may be allowed in designated driveways leading directly into a garage, or on one open surfaced space located on the side of a driveway away from the principal use as shown in Table 4-9 and Fiqure 4-11. Said extra space shall be surfaced as required by Table 4-9 and Fiqure 4-11. 3. In the case of single-family dwellings, parking in the side yard shall be allowed on a surfaced space as shown in Table 4-9 and Fiqure 4-11. (f) All parking must occur on a paved improved surface except as may be permitted by this chapter. 2J (27) (27) Outdoor storage. (a) In all zoning districts, all materials and equipment, except as specifically denoted in this chapter, shall be stored within a building or fully screened so as not to be visible from adjoining properties except for the following: 1. Clothes line pole and wire. 2. Recreational equipment and vehicles, subject to off-street parking regulations in § 153.067. 3. Construction and landscaping material currently being used on the premises. 4. Off-street parking of passenger vehicles, emergency vehicles and small commercial vehicles in residential areas, unless otherwise required to be screened according to § 153.067. 5. Propane tanks, fuel oil tanks, and other similar residential heating fuel storage tanks which do not exceed 1,000 gallons in capacity and shall not be located within five feet of any property line. 6. Wood piles in which wood is stored for fuel provided that not more than ten cords shall be stored on any property. A cord shall be four -feet by four -feet by eight - feet. 7. All wood piles shall be five feet or more from the rear and side yard property lines and shall be stored behind the appropriate setback line in front yards. 8. Solar energy systems. 9. Wind energy conversion systems. (b) In the 1-1 and 1-2 districts, the following shall apply: 1. When abutting a zoning district or use other than industrial, the outdoor storage use shall require authorization through a conditional use permit following the provisions of § 153.028(D). 2. The storage area shall be located within the rear yard, except that an outdoor storage area may also include that area between the front building line and the rear yard along the interior lot side. Storage may not be located beyond the side 2J (28) building line on the street side of a corner lot. On a double -fronting lot, outdoor storage may be located in the side yard only. 3. In the 1-1 District, outdoor storage shall be limited to 50% of the gross square footage of the principal building. Storage may be increased up to 100% of the gross square footage of the principal building by conditional use permit. 4. In the 1-2 District, outdoor storage shall be limited to an area not to exceed 200% of the gross square footage of the principal building. 5. In the 1-1 District, outdoor storage areas shall meet the minimum building setback from all side and rear property lines per the requirements of this chapter and when adjacent to zoning districts or uses other than industrial, shall be located a minimum of 50 feet from the adjacent property line. 6. In the 1-2 District, outdoor storage shall be setback ten feet from all side and rear property lines and when adjacent to zoning districts or uses other than industrial, shall be located a minimum of 50 feet from the adjacent property line. 7. The area is fenced and screened from view of neighboring uses and from the public right-of-way in compliance with this section. a. In the 1-1 district, screening shall consist of masonry walls or fencing constructed of wood or vinyl and shall provide for 100% opacity. Such fences or walls shall meet all other requirements of § 153.062. b. In the 1-2 District, metal fences may be permitted when the materials have been recycled and reprocessed to resemble new building materials and are designed for use as a fencing material, and when such materials are designed to resemble allowed materials as listed in § 153.062(J)(1). c. Additional landscaping of one evergreen tree per six feet of linear fenceline is required to be planted along the exterior of outdoor storage area in conformance with § 153.060. Trees may be staggered along fenceline. d. Fences and walls shall not exceed 15 feet in height as measured from the existing grade to the top of the fence panel. e. Height of storage may not exceed the screening wall or fence, or the height of required landscaping. 8. Outdoor storage shall be allowed only on improved surface of Class 5, Recycled Asphalt, asphalt or concrete. 2J (29) MASTERCRAFT OUTDOORS B&B BUILT FALLON AVE NE CITY OF MONTICELLO, WRIGHT COUNTY, MN 1ANUARY, 2025 CIVIL PLANS CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates', Inc. n CIVIL ENGINEERING 7TY[OMC y4�uCJ ttt ltu[ SO�tI[OwJ LAND SURVEYING ENVIRONMENTAL SERVICES e ung YY y. .✓ P,Ce lvl �- 1 WRIGHT COUNTY, MINNESOTA PROJECT LOCATION VICINITY MAP Sheet List Table Sheet Number Sheet Title Cover C1 Site 8 Dimension Plan JC2 Grading Plan JC3 Utility Plan Erosion Control Plan 65 SWPPP Narrative ICg Firetruck Tumingi C7 Details) C8 Details C9 Details C10 Landscape Plan GENERAL NOTES: I ALL SIREETCONSTRUCTIONSHALLCONFORM To THE MOSTRECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS ] ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO S7ANOARS & SPECIFICATIONS ALL STORM SEWER CONS TRUCNON SHALL CONFORM TO THE MOST RELENT EDITION OF Tiff CITY OF MONTICELLO STANDARDS & SPECIFICATIONS a ALL WATER DISTRIBUTION CONSTRUCTION SHALL COAVFURM 7O THE MOST RECENT EDITION OF THE CITY Of MONTICELLO STANDARDS & SPECIFICATIONS v PAVING SMALL NOT START UNTIL SUBGRADE COMPACTION TESTSHAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER 6 CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED VATH VARIATIONS IN THE UTILITY AS-BULT ELEVATIONS THESE ELEVATIONS SHALT, HE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION REV NO UAIE DESCRIPTION RE 1 IYY'AN PEVIEMN PER CRY gEVIEW R 1RASM ErA.'LCS�Rea IANC9CAPt• -- -- -- PRrvgre unu*IEs show Ageauqurr LEVEE � owury Levu o vllwloec nIE eroaT IHSK: LEYeL or xrogNRrlaN rt xvaves coLlecrxa RAtA rRON eRaTxeurxm geconw gecww LETv RN;LuceAsxALT ogAxaa. olsrgwurwN•rro seRvicesAuvs. exmwceaoRAPHr: xrogrRRTvx. SYSTEM [NTA&RSES.CCNSTgUCTDN RAND, ETC. x d 2J (30) H IEg3NNa OPANAOE EAseAd! ooc RB am3sr I -ALP. I rEfl PAflxiNO Yrfl! twNE 1iGN- , avwe E ' I neN' _ INFILTRATION BASIN �r i tet%unosE - ' H wA 13-- II J I �: � 4+'1 • ___ i -__ rnnJ ^xnrvw sTnw II � I TRASR dctowRE AReA �� TUaosr nF srrAlr r', # v I J I CRUSHED DN1� 1.705 5IDRETE • T5a3WNo0ATEuv GRAVEL STORAGEAREA1 r 1 1 I I u I I EMEXr �Iy I �r•r I r J ~ /� � i - 7", I jE 4A. 1 jj FUTURE 60' % 12Y BUILDING PROPOSED 60' X. 120 DI 1 H 2 1 1 `` E 1 t ilfM f lOtAll L ..l I I I I I I I I I I I I AVFI LEGEND: I`I PROPOSEDASPHALTPAVEMENT O PROPOSED GRAVE1.11 FACING N p M N0 1 E� EEETi PROPOSEUCONCRETE PAVEMENT l CONCRETE CURBANDGUTTER-BB12 7- PROPOSED SIGN SITE PLAN NOTES: 1 PAINT E D PAVEMENT MARKING DIMENSIONS ARE SHOWED TO FAC.E01 CURB ALL OTHER DIMENSIONS ARE SI4OWN TO BACK OF CURB 2 ALL CONCRC TE RAMPS. SIDEWALKS ANO ACCESSIBL E HANDICAPPED PARKING STALLS TO CONFORM TOCURREN7 A D A RECIUIREMENTS 3 CNNTRACTORSHAI.L FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF E%IS11NG U71LI TIES PRIOR TO START OF CONSTRICTION •1 CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE. STAR 1 OF CONSTRUCTION 5 CUNSTRLICTIONSHALL BE IN ACCORDANCE WITH APPLICABLE CITY COUNTY AND STATE REGULATIONS B SIIE SHALL UE t:ONStRUCTEOIN ACCORDANCE WITH THE PLANS APPROVED BY THE Cl TY T LANDSCAPING AND I URF ESTAOL ISMENT PER LANDSCAPE PLANSOt SPECIFICATIONS B ALL nsTURBEO AREAS OUTSIDE THE 8UR NGPAOWHTCHARE NUT DESIGNA TED TO BE PAVED OR RECEIVE AGUME, SHIALL RECENEAT LEAST i' OF TOPSOIL AND SHALL BE SEFOEDOR SODDED REFER TO THE. EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. AL OTHER AREAS OISTURBEDBY COELSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-I31 9 MERL NEW SCO MEETS EXISTING SOD, EXISTING SOD COCA SO ALL OL CUi TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EOGF JAOGFD OR UNEVEN EDGES WILL NOT BE ACCEPTABLE REMOVE TOPSOIL AT .gINT BETWEEN EXISTING AND NEW AS REOUIREO TO ALLOW NFW . T n SURFACE to BE FLUSH WITH EXISTING 10 STREETS, PARKING LOTS, AND UTILI TIES SHALL BE OF SIGNED IN ACCORDANCE "TI1 THE APPLICABLE CITY SUBDIVISION ORDINANCES AND THE CI tY'S GENERA SPECIFICATIONS AND STANDARD DETAILS PLATES FOR STREET AND UTILITY CONSTRUCTION II CONTRACTOR SHALL PROVIDE A DETOUR PLAN FOR IHC UTILITY COEWEC HONI INFOTMATIUEI SHALL INCLUDE SCHEDULING, DETOUR Hot1TF Err, SITE PLAN INFORMATION: PARCEL AREA Ea . EXISTING ZONINU pSTRK:T PRINCIPAL _'�TPJJCTURE SETBACKS IAOVE ]9 .5qe t5' •RDA IS NEW PE�%�I$$T�'My� W�.15-R P�O.$.�.Q P*�PppppPPDD$$EEpp MfA �— E ArE+ - v ao EF 9FI+XUe— 11 arplit' PARKING DIRE MEN S nTi—MUM F 6TAU NSK1Ne NSVIFO'PE.RRwal —`NO 41ALL3. A TOTAL S1—PRWgFO •TOTAL AOA e_A IPAWrpFO ��r VAx ACEE63rBIEI .TOTALATA 9Tµl5 REWAEO frt vAR A<CESSrB1E A[WiNEOI CALL ne NOIRES BEFORE aGO1NG GOPHER STATE ONE CALL TAI CITYAREAM-I.- 311NNESOTA TOLL TREE 1 eapxs2-11. Ln Z O Z g U O 0 O—� L O LLL cc w Q a3 o w U m Of C W O W F- LlT Q N Q G U SHF-ET NO. C1 2J (31) I I I I I I I I I I I — — — — — — - � EP -- _- I' 77 K - _.— i' 11'I 51 l I ILL 4-5.-.� INS .._'-II _ 1 I 1 I I III / I FUTURE 80' X 120113UILUING 1 I PROPOS[D 6D X 120' BUILDING IIIINIIIIIIIIIIII .-1 I 1 i .� — fG.lF fJJJ-- — — —J I I ! FD I I 1 , 1 L� — - 1 TREE PUNTING DETAIL N.T.S. IGUANTITYI KEV I COMMON MARES OECIp000sTREEs ZIF ELM.PATRIUT L RM REO NWRLE 7 TWAL CON6rI s— IN6 BUCX HILES SPRUCE 2 TE3rAL IsIwIEllls .6 T - OTAL I SCENTIFICFNF11s UlMUS MISGNIANA NYBRID ACER RUBRUM PICEA GIAUCA VAR. DENSATA sm IAVG.IE36NTIUMNII I/OTss YDAMETER AO• SIRAIGHT TRUNK. NOV CROTDI 2'DIAMETER W. STRAIGHTTRUNK, MOV.CAOTCN 6'HIGH W. CORNUS SERICEA'MILADELINE' WHIGH 3' /O'/�� C: a., v �t;a �r��// :`i�i��i��i``i��i`�i�. `�i� -p'% r�7Y•iS .yyry SHRUB PLANTING DETAIL N.T S. MULCH AT SIDEWALK DETAIL N T.S MULCH AT SEEDED AREA DETAIL N.T S. MIN. SCANES AT HT. SPEC. LEGEND: PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRE fE PAVEMENT R I PROPOSEDCONCRETF. SIDEWALK PR.EDTURFESTABUSIMENT PROPOSED PROPOSED DOUBLE SHREDDED BROWN MUI CH LLLIII PROPOSED DECIDUOUS TREE PROPOSED CONIFEROUS TREE O 0 `~/ PROPOSFOSMnJB LANDSCAPE REQUIREMENTS: PER CITY OF MONfICELLO CONING ORDINANCE ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE FOLLOWING S IANUARDS AND CRITERIA A ALL PLANTSMUST AT I FAST EOUAL THE FOLLOWNG MINIMUM SIZE MTTEOIBARE ROOT OR BALLED& SURLAPPED CANOPYTREES 2 INCH DIAMETER HALF TRIES 1.112 INCI I DAME fER EVERGREEN 6FEET HIGH TALL SHRUBS 6 HFOGE MAT 6 FEE I HIGH LOW SI IRUSS DECIDUOUS 24 - 30INCHFS -EVEROWEN 24301FICHE3 SPRLAOING EVERGREENS 16. 24 INCHES S IANOSL.APE GUARANTEE ALL NEW PLANTS SHALL BE GUARANTEED FOR IM (2) FULL YEARS FROM THE TIME PLANTING HAS SEENCAMPLETEO ALL PLANTS SHALL BE ALIVE: AND IN SATISFACTORY GROWTH AT THE ENO OF THE GUARANTEE PERIOD OR BE REPLACED C INDUSTRIAL USE A 0AC' OF CANOPY TREES (INCLUOING AT LFAST 1 FVERGREEN TREE) PER AC:RF , AT LEAST 1 SHRUB PER EVERY 10 FEET OF A BUILDING WALL FACING APUBLIC RIGHU TF-WAY CA LOT AREA -I AT AC 6 ACT NEEDED(] X Z' TREES) C B BUILDING FACE=SO 6 SHRUBS NEEDED (SEE CITY ORDINANC:F FOR FULL REOUIREMENTS) LANDSCAPE NOTES: ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBL E ANY FINISHED AREAS SHALL BE SEEDED AND MULCHEO WHEN T DAYS AFTER FINISHEOGRADING IS COMPLETED IN ACCORDANCE TO MWDOT 2575 2 PLANTING SOI L SHALL CONSIST I I i CONSISTING OF 33%SELECT LOAMY TOPSOIL. 33% PCAT MOSS. 33%PIT RUN SAND 3 All DISTLR6EDAREAS SHALLSE REVEGETATEDWTHMN/00T SEED MIX, MULCHED. S DISK ANCHORED, PER THE FOLLOMNO SCHEDULF SEED MIX 25-131 220 LBIAC MULCH TYPE 3 2 TONSIAC CALL U HOURS BEFdLE DGORLG' GOPHER STATE ONE CALL T WN CITY AREA NI E640602 MIHNFSOIA rat FREE —252-1166 O 00 N Z ySyyS W ;ow �4 IL OCO Q� 00 Q a' �d m -a S N z O c z oCL r3_ co 3 Ex 06 m m O w s Sa Y ` u SHEET NO. C10 2J (32) N I I I ra Icrw LAea]xw xnP ..4 I'. . III 'C I- k � 4 1 , FUTURE 60' X 120' BUILDING FFE 1 ' 1 1 I 1 I �NHIiMTlp1 MSN ] EOFeA5TS0 RIIAAsx,, FOF+%]bt I ( I I I I I I L -1 . 1 LEGEND: r- — m PROPOSEGRIPRAP I xMA m NEW TOP -BACK OF CURB ELEVATION XMWFL NEW FLOW LINE OF CURB ELEVATION x—UIIV NEW SIDEWALK ELEVATION X—Tv NEW TOP OF PAVEMENT ELEVATION X—T. NEW LOP OF GRAVEL ELEVATION XMOMFR NEW TIMSNED GRADE ELEVATION Feo xEl EXISTING ELEVATION �IIAL PROPOSEDCONTOUR E�-- PROPOSED SLOPE EOv EMERGENCY OVERFLOW I I 'I ( I I I I I I � ) GRADING GENERAL NOTES: I 1HE WNT14ACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRLIC71ON J CONTRACTOR SPINA LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY TIIF. OWNER OF ANY CHANGES CONTACT LOCAL U I OI Y COMPANIES FOR EXACT LOCATKNS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUNOFF LURING GRADING OPERATIONS (I E SILT FENUL, SINAWBALE9 ETC) CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE VA TH GRADING PLAN, PAR TICUAARLY YO TH EXISTING. STRUCTURES AND/OR PAVEMENT TO REMAIN MEET EXISTING GRAIJESALONG STREETS. PROPERTY LINES, AIAGRIVEWAY ENTRANCES RESTORE ALL PAVEMENTS TWIT REMAIN 10 THDRORIGINAL IF NOT BE TIER CONDITION NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT 5 TURF ESTABLISHMENT AREAS SI ALL RECEIVE MINIMUM OF A• DEPTHAS MEASLNED IN PLACE OF TOPSOIL TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ALL GIRAJEO SLOPES GREATER THAN OR EQUAL TO 51 SHALL BE IIYDROSEEDE D, EROSIONCONIROL BLANKETED, OR MULCHEDTO HELP STABILIZE THE. SLOPES BY GENERAL CONTRACTOR 6 PROPOSED SPOT ELEVATIONS ARE TO THE TOP O- CURB UNLESS NOTED O THERRWISF ELEVATION OF FLOW LINF IS W BELOW TOP OF CURB UNLESS OTHERWISE SHOWN ] CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DEIERMININO QUANTITIES OF CUT FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING 70 BE DONE IN ORDER TO GOMPLETEI.Y PERFORM ALL WORK INDICATED CB THE URMMNGS IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AS REQUIRED ALL COSTSASSOCIAIED WITHIMPORTRG ANOEXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT R IT IS INTENDED THAT EARTHWORK ICUT VS FILL) BALANCEON SITE THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER NOACOITIONAL COMI'ENSATIONSHALL BE ALLOWEDFOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO. FARTHWVORN OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS. CONSTRUCTION SURVFYING IOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SIL I FENCE, ETC 0 FAILURE OF TURF DEVEIOPMFNI IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPIABLE TURF I HE CON TRACTOR SHALL RESEED OR RE -SOD ALL APPLICABLE AREAS. AT NO ADOI I IONMI. COST TO THE DINNER. TO THE SANSFACIION OF THE ENGINEER 10 ANY MANHOLE CATCH BASIN STORM SEWER SANITARY SEWER DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLEDAT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EWE OF THE PIPE 10 THE OUTER EWE OF THE CONTAMINATION SOURCE (OUTER EWE OF STRUCT URF_S OR PIPING OR SIMILAR) II. CONTRACTOR SHILL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES PROVIDE TEMPORARY STORM SEWER (INCLUDING. BUT NOT LIMITED TO, CATCH BASINS MANHOLES, PIPING, ETC )AS REQUIRED EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCIIONLAL COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR. MECHANICAL CONTRACTOR. ETC) AS REQUIRED. N Y 14 o�B��LL Q€3a m R 99lA! qC �Q�I as��n SHEET NO C2 2J (33) E E I L� \ E ,tdl Et,l I 1 1 1 +� 1 FUTURE 60'%120'81.1I1.0I1413' � C1A552PP PAP 1 1 STORM WATER CALCULATIONS: • LESS THN I ACREOFIMPEAViOUS SURFACE IS SONG AGGEDOR DISIURMD THROUGH BOTH PHASES M TIff PROPOSED SITE • Vd IJMECMTINY fJICIIIJTIf� r THE SITE SHALL RETAIN I I INCHES OF THE ADDED IMPERVIOUS SURFACE RUNOFF IN 2 WFlTRATICH BASINS TO ACIIRYE WATER QUALITY FOR THE WTE « IMPERVIOUS AREA • U.610 9 F r I ITN A WPERVIOUS AREA (06,L66 S F)• S,S CF • LNfITRATIMVOLUMECMCyL 1. ._._..-igR1M1�1 iBt�N] TVQNRW m11UX1N6L LOYBE�II�N 5 M ml >0 Vf¢ 1NM �.P Il1t Yi 1M LI I t•I Id1 CF ATMNW MBH, COf•M2M I I I I \ I LEGEND: •---- YftOPO9EU 610RM 8EWER PROPOSED WATERLINE I PROPOSED SANITARY SEWER PROPOSEDFIIIING ---w� PROPOSEDWATERSERVICE - -- PROPOSED SANITARY SERVICE Q PROPOSED SANITARY MANGLE IQ PROPOSED FLARED END SECITON (0 PROPOSED STORM MANHOLE B PHOPOSEDCATCH BASIN £ A N I PROPOSED DATE VALVE B BOX C ' PROPOSED HYDRANT >- 9 PROPOSED GLEANOUT PROPOSED RIP RAP I UTILITY GENERAL NOTES: 3 } I CONTRACTOR WALL SE RESPONSIBLE FOR COORDINAING AI.L UTILITY 0 ILA RELOCATIONS LOCALECONTRACTOR A I WORK AND NOT nIOWNERWI OF ANY CIOEU CTONTACT LOCAL UTILITY COMPARES FOR ERUCT IOGTIONO PR A TO SICOINO THE PROJECT AND COMMENCING WORK CONTRACTOR SHM L VERIFY CRI TICAL ELEVATIONS TO ENSURE. CMFMMANCE E WITHGMDWGPLAN AND EXISTINp UTILMES, PARIICULMLY WTH EXISTING ITIRUCTURES-11PAVEMENTSTORFMAIN E h a m I A THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING c td FE6 I 'R'2m I CONDITIONS AS EXISTING d THE FIELD AND AS REM SENIEUWITHW THE KANSAS YE H Z I SHLXMNANDALERT THE ENGINEER BEFORE BIDpNGTIk NNOJFf.I ANUBEfJWNING CONSTRUCTK N $a B 3 ?g e 1 I WANLR 5 WATER LINE IO MINIMUM 8 D FEET DEPTH g$bV-' I 6 ALL WATER LINES X' OR GREAT ER SHALL CON FORM TO I I M GRADE FE-3 CR GAAOE M47I0 PALE ANO SNAIL OE RATED fW 2W FSI ML WATER LINES W $ V ^- I I LESS THAT SHALL CONFORM TO AWINA CMI BIOR)(11W, WATER LINE, OR TYPEN COPPER 1 THECONTRACTORBHALL SERESPMSIGE FLMOBTAINING IWOCONSECUTIVE PA9WNG BALlENX%OGY:AL iF916 NHON 1HF. PN(X+OSED WAT[11 SERVICE SpP Y L ,55, S�iP qq 8 CMPOIATIOH STOI'SHAIL OEfORD MODEL IFDIOOIyIDRINIMAV MCDONALD -Ld¢61 N O I I MDDEI.I IX]OfB03 \\ I I 0 IAIPIYNG SADOIE SINML BE FORU MODEL F F5021 M A Y MCIXNMAIDY J/2 Z fO CUfiD STOP SIML1-11D MODEL B BSS M6M IORTIA BOIl6NALLWFORDMLOELREM]�BDfOOHAY MCDONALDF561A Z �i I ,,CURD 2 FORWATEPWWCELWESR12AVp SOLIOCOPPERCLADSTEO.IMS)WWEWN MWR. HI HMNSItt POLYETNYLENEIHOOE)INSMATINf..MCKET,C0.d -OF �� 1w /1 WM I N TRACER WIRE SHALL FOLIOV APPENDIX DOE THE MONTICELI.09PECIFICADON9 _ I SEE INCLUDED DETAILS w� w y� SEVAtR d la ANYLINE dJNECT1011 �♦ r LFF25 YAT I1IEW SANITARY LINE PRIM TO INSTALLING ANY NEW UNLITffS NEWLINE ER. TOINSTLLIN UTILITIES F��/ 15 ALL CRWSINGELEVATIONSOFNEWUTILRffSOWZESCFINE.EXISTRIGUTILITIES MEWED M ASSUMED ELEVATIONS AND SIZES PROVIDED DYTHE SURVEY W400) t V! O - )t(Oi A� croovM AMRq I ., LF OF rLt �I INY MRBIB B � I fY I f OHK2NFDBY: MJM CHECKED BY: MAL RATIOFAL 1AUH00 DOWN PRDIECT FAME: MOII-NAO.H— Ed.20Y206 RETURN PERIOD.- 101'RXT B RA 0.612 NO, NVAXRVo, MN BTRUCIURE UL406P RUNDFF (D-CA) SEWER DESIGN REMARKS DEBCRIPYKA"' I A I C CIA SIIMOR M t.H D SINE FIFE CAPACITY FULL FLOW VELOCITY PWB TIME IN INVERTS FROM TO CHARACTERISTIC ' CaA VAN. LENGTH PIPE, ZIPPER LOWEIR Sol 101 I 102 --._.. - .. So1101 TOT T IA ((M� __-- OJpI ,8ij01 OIt80 800 0525 L10) 06U 12) IdIlSM 2eM NPRRCI RI lnVnl WV. ON 39 f20.0 0.02 BSJW 082 OD 14 At L SANITARY -VICE PIPE AND FITTINGS SHALL BE SM-M PVC (B')AND 9CH-40 uM vN Rig04 AllSTMM SEWER SHALL BE SDR-2B PVC WHEN LEM TWN B' IN DIAMETER ALL RCP 6(MM SEWER SHALL BE DAL WALLS HEIXOTHEMMSENOIEDALLNME ANMM SEWER HALL BE DUAL WALL MK;N PERFMMAICE PdYPpO+YIENE PPE AND 61UU CONFORM TO aAENTO NSJO H AL L S TORM SEWER PIPE OVER - IN DIAMETER SHALL BE RCP. CL ASSHI(INN).WATH ELEXIBLE WATERTIGHT JOINTS IN AGCCN—E VATH ASTM C-Mt M PVC PIPE (A57M DRUA SORBS) WSIA-D IN ACCORDANCE WITH ASTM D2321. UNIE. OTHERWISE WTED 18 FLEXIBLE) NTSATSTMMSEYVERPIPECWNECTIMSTOSTRUCTMES RBI INACCMVINCE WITH MWNESOTA PLUMBING CODE,M-IDEFLEIIBLE JOINTS N Z AT ALI PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES 82 ACCEPTABLEMANUFACIURERSIPRODUCTS 18J FERNC0'CONCRETEMMHOLEADLPIORS'M'LAROE-METER O C VMTERSTORS' O 186 PRE%SEAL, WATERSTM MQUIING RINGS'M APPRL0VE0 EOUAl O D 10 THEAPPIWR SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT V VMC.H IS DAMAGED M REMOVED AS ARESULT OF THE PROPOSED WATER. SANITARY. STORM SERVER SERVICE INSTALLATION J t 201F DEWATERING 15 REWIRED FOR THIS PROJECT, THE FUND DISCHARGE WALL M O CO d TREATED PRIOR TO 8EWG DISCHARGED OF-E OR WTOA SURFACE WATER THE DISCHARGE WALL BE VISUALLY CHEGNEO TOEN6U1E THAT IS AMSLVCLEAN CID tz WATER NO DENMTERING IS EXPECTED TOR THIS SITE WE TO SANDY SOL CCWDHTIONB Q m( o _J - -gya U F 21 ML"MTWGCABTINOSFOR9 NITARYBF.WERANDSTMMSTRU RES WTTERN PNCP DAORKMFA6THATAREW YIHNTHE GTVRIGHTOFVVAY61-1. BE V CO REPLACED IN KIND w CO 22CONTRACYMOULLPROVIDE TELRPRONARYTEAfm CONTROPUANFMUTHLITY I..L) INSTALLATION TRAFFIC CONTROL SHALL BE INSTALLED PRIOR TO PAVEMENT N REMOVAL ANO REMOVED AFTER REPIAC,EMEM OF PAVEMENT I3 COMPI ION Q 0 ]J CONTRACTOR SHALL CONFIRM FINAL RODE DRAIN LOCATIONS SHORN MATCH C "L AROXTECTURALIMEP DRAWINGS L U 21 ML MANHOEB, CATCH OA81NS, STORM SEWER PIPES. SANITARY SEWER PIPES, DNUMILE. AND OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL Be INSTALLED AT LEAST IO FEET HORIZONTALLY FROM ANY NMTERMAIN MR SECTION SHEETNO. IRS 6.1 MI NNESOTA PLUMBING CODE THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE M Tiff PPE TOTHE OUTER EWE W THE CONTAMINATION SOURCE (OMER EDGE OFSTRUCNRESOR PIPING M SIMILAR) 26 CONTRACTOR SHALL MAINTAN DRAINAGE FROM EXISTINOBUKDING AT ALL TIMES I� PROVIDE TEMPORARY STORM 8ENER(INCLUDING. BUT NOT LMITEOTO, CATCH � BASINS, MANHOLES-PPIIIG. ETC) AS REWIRED EXISTING STORM SEVER SHALL J{ NOT. BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER III INSTALLED ANOFUNCTIONAL COORDINATE ALL REYOVALB WIiN APPROPNATE TRADES (8RE UTILITY CONTRACTOR. MECFANCAL CONTRACTOR. ETC j AS REQUIRED 2J (34) i 3 y Eor.osiq I I 1 I I I K\EA1gII M5m t [Of•Nl q Alt 16 Li Oi NlDMENi LOF. ti l � Of SEIxulnIALOG I ICU r N 0' 20 40 D LEGEND: i II` 1 I I I 1 I I I I 1 I I SF I I I ' I I I I l I I I I I I I I TEMPORARY ROCK CONSIRUCTION ENTRANCE EROSION CON TROLBLANKET ICAT20) p GRADING LINT IS AND PROPOSED TEMPORARY SILT FENCE • FIBER -LOG ROLLS PROPOSED RIPRAR 83 —NN PROPOSEDCONTOUR gI y DOFF EMERGENCY OVERFLOW /E I TEMPORARY SEDMENTf1 TER WGHFLUW EROSION CONTROL NOTES: s x 1 CONTRACTOR SHALL CONFINE CONSTRUCIIONOPERATKOMS TO THE yy CONStRIIOTIONK;RAONG L IMITS SHOVIW 2 ALL WORK SHAI L CONFORM TO THE MINNESOTA POLLUTION CONTROI AULNGY S STORMWAILRPERMITREQUIREMENTSCONTRAC70RSIIALIOBTAINALLPERMITS gy t ANUCOMPLY WITH ALL PERMIT REQUIREMENTS $ u S t L�-` 3 THE SI TESOY EROSION FACIL11DMAINTLLBE INSTALLED ANY GRAYING OPERATIONSAND MAIfJ1AINF0 TOCONFORM gc Y DARDSTIONOR WITH THE STANDARDS SPECIFIEDBY THE PERMIT YMTH HE Lr B i A CONTRACTOR SHALL INSPECT TEMPORARY CROSIONCONTROL. MFASURFS ON THE ENTIRE SITE AT LEAST EVERY T DAYS ANDWIFTIN 7i HOURS OF ANY MEASURABI F QZ i B15 RAINSTORM DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACNCES SHALL BE REPAIRED IMMEDATELY INSPECTION ANDMAINTI=NANCF Of RPP' 9 � - 8 DEVICES SHALL CONTIINUE UNTIL TINE SITE HAS UNDERGONE. FINAL STABILIZATION ANDA NOTICE OF TERMINATION IS SUBMITIFD TO THE MPCA 5 ALL GRADING OPERATIONS SHALL BE CONDUCTED IN MANNER TO MINIMIZE THE POTENTLAL FOR SITE EROSION NZ B THE SIZE SAILER(TOCONFOSEDIMENT BEWSTALLF WTHTECONTROL DARDS SPECIFIED AND MAINTAINED D TO CONFORM W TH THE STANDARDS SPEGFIED BY TIr, CITY Of — MUNIICELLOAND IHL MPCA T EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF W F �AREAS 7ORED AND MAINTAINP D UNTIL ALL TRIBUTARY DISTURBED AREAS ARE ii uO� 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTRA MEASURES INCLUDING Sit T FENCE AND BALES. UPON ESTABLISHNCNTOF a Q r r; PERMANENT VEGETATION IN SAID AREAS wN S ALL SOILS TRACKEOUNTO PAVEMENI OR ANY OTHER OFF SITE AREA SHALL BE (n REMOVEDDAILY 10 THE TIE SEDIMENT CONTRA FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TOANYARAONGO'ERAIION m 06 3V R II ALL AREAS IRING CTION ALL BEAREAS RESTORESAND VEGETATED S SOOE AS LE ANY FINISHED AREAS SHALL BE VEGETATED AS SOD! AS POSSIBLE ANY FINISHED NSEEDEDAND AFTER ACCO DAN O WITINN 1 DAYS AFTER FINISHED 6RAONG IS COMPLETED IN ACCORDANCE TMILTO MNI TO MN/DOT 2575 13 ALL DISTURBED AREAS SHALL BE REVEOETATED WITH MN/DO7 SEED MIX MULCHED. FE R7ILIZED6 DISK ANCHORED, PER THE FO L OWING SCHEDULE STANDARD SEED MIX 25.131 226 LWAC INFILTRATION BASINSEEDMIX33261 35 LBIAC In Z FERTILIZER 221,10 350 L&AC MULCH TYPE 2TONTSIAC O > Z 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMPS SHORN AND NOT SHOWN O C ON PLANS WRING PHASING ON PROJECT 70 COMPLY NE7H MPCA. CITY INSPECTOR 0 AND DEVE LOPE R REQUEST CL D z O APPROXIMATE EROSION CONTROL DEVICES O — 00 x z LL m � • SILL FENCE f 101 LF 0 • 6K>LOG 19t» LF Cr II Z • ROCKCONSTRUCTION LEACH (J Co .p 0 EROSION CONTROL BLANKET (CAT 20) 2,35D S Y LL' N RIP RAP (CLASS 2) 32 C Y f o w CN G u SHEET NO. C4 2J (35) STORM WATER POLLUTION PREVENTION PLAN NARRATIVE ITOR-NU DISC W WGE9A9BOCMTEG NYM COWTRUC1gN ACIMTV PROJECTIMME MAITERCRAFTOTTOOORS LOCATION FAIION AW K LOT NORMOF 210 LAIGAB RD. MONTICELLO. 10153]0 MIGHT COUNTY IATAONG I, 23mF -.3 )SSSN DESCRIPTION OF CONATR ✓TION CT 0 EVELOPMENl C01191915 OF P A GR ACING. AdNOUTILITY INST ALLATION AND TURF EBIARLISNMENI PROJECT CONTACT] J!S]E-1 F1 AND TIE CGNTRACTOR ME RFBRONSIEE M. MKISMENTANON OF THE BWPPP MD THE INSTALATION, INI:FEC1gN. MD MAINTENANCE DL THE EROSION PREVENTON AND SEDIMENT CONTROL SAME BEFORE MD UU FEG CONSIISMENGY t�ADER MKNNI NORD UfSSGN BOOART. PEOERSON a AODOCMTEB MNMIIG ENGINEER AND GWPPP DESIGNER $Ell20}6) ACUE 1.10 FIRST STREET DECKER. MH 53 M IELEPNMIE ELENL ]BiRB}.ER M DAN®ROGARIKOERSMV COM OMER GEOUR EOHTROY JESM "WE. ADDRESS 121EO IIMCOCIl81, ECNER. W145]PB EFLAII NE 110,SSGGSB EMM JE98EIpBBBUIi Co. SyJ1pJy�y)�x��SRFFITEEO Wl qy TNF corFTRACILN, WDMmER IErL+ -__- EINGADORESS TELEPHONE EMAM CORTACI 1LAMf. CITY IIF.IEPIgNE f9IIM.IED DATES OF CON TRUCHON STMTOArE _ UTO BE fILLEDIN UY COMgACTORI MP COLETION GI �1---_-_ 0OBEfRLEOINSYCONTRACTORI PERMAExT 9iOSMWAfER DEBION LAf lLAt1ONA SEETHEUTII.Irv, NFURMOPEINFGBAA1GN CONTACTROOARIPEOERSONA /u.ACWTfG 11 AUU,IIMTALINNON.lAT10N VOLUME.CONTREAANGT-TIP:N1L5 MMIATGN BASINS BdL CROUP b� PE6CRNfON01 FR.GION Co...'. ACTMIY CRORIMICOFIMOI.CONSGTSONDI,TfENC.FWAIWTfRCON7.04 TURF ESTMLISIEMENT THROUGH SEEMNO AID ERO SON CONTRo EMSET ANU ROCK CONSTRUCTION ENIRMCE PIACPMENI CVMAATNE WPER02U-EURIACES ME ACFOIB111RBANCE IFS ACRE. %1ELON9TRUCIGIfMyIM�EAPPEFRvgU]MG 0I, ACRES rlEWTIMI'FRVM%J9 AF(EA. �VGV9 MGA Oa} IS RECEMNG WATERS STORM WATER FROM ]HIS.11.. WILL RE deCHMOEO TO THE AURNOUNDING I NC WC.1 WHCN"DR.C. TG ME MISSISOIPM IF-B pIM9MG.P-.,-RNR ME PWI SNEEl OF INS PLAN EI M-AM ME FOLLOWING ITEMS TINE SHROJECT LOCATION AHD COHSTRUCIIEH LIE T9 LOCATB]NBOF WRERVOUG SURFACE. IO T MSOf ARFM NOT Io SE DISTURBEOIE G B.rER EONES. 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METHOD SHALL MTO.AINAOE OIICN OR MUSED PEOIION ANG wLN1FfIANCF A^,TW F F THE CONTRAGTORSHALLR R E ESPMCLBL E FOR COORDIWIi MGAN O RCHFWLING THE WORN M All OPERRRONS E H 8 ULNESM 9URCONIRACIOR A Np UTILITY COMPARES B1JC 1 NAT R OSION ANOSEDIMENT CONIROMRAIUPES PROJECT FULLY EXECUTED FOR EACH OPERATXN NID IINATIMCIY NANMFA OVER THE OUNATBE OFiNEPROJECT EFOR OEBNAKPERUACCE08TO THE MOJKI IRE THE CONTRACTOR SNAIL BEFULLYRENPONYB lFORiNESWMPPIMPLEMENoF. UNTIL THE ENTIRE dIE IM9 UHOE.UMNE iUMt 6TAdlRAigN AND H O 1 NA9BEEI1 BUG.IiIEp TO TNC MKA 114ECONTRACTORISTOPRM EATRNNFUIIrDR ft RESPON6 FOR114E,M"EMENGTSN IN9PRM EC-NANDMTENMCEOFTHEEUM OSNRN 3EDINENTCONTROLSMPSONTHEPROJECTTHAT INDIVIDUAL IS TO M IDENTYIEO AT THE PRE CORTRUC'TNNN CONFEANNEC ANDlNSTED IN THE MINUTES HEREOF 111E APPQNTEO IIFMVLOUA IS TO PERFURN AROUNNM: INSPECTION OF THE ENTIRE SYM AT IFAST ONCE EVERY SEKN DAYS DURING CYNPIRUCNON OPERATGNB AND MN, W N HOURS MTER A RNNFAII E ENI GREATEN MAN 0 S INC IC. M N -11. NSPECTIdif M SHALL BE PRONGED BY THE CONTRAC FOR ANY CEFICIENCES IN 111E ENOSGNMD I CINKEM CONTROL BMPS ARE TOM NOtEDMI T HEINSKCT*N FORM AND CONSECTEODYTHEENDM IIIE IIEA TENNNE99Mr PERIMETER CdF GM DEICES ME IO DE Nk,MMkUUN RF"ACED WHEN TNCV MF. NO LMgER EIY[CTry[ MLEDRNG OR WHEN THE SEGMENT AEAGNF9 ONf,ULF ME nEGN T OF THE DEICE YENIAIIOH 6WPPI INIPLENFNTANON RCINNNG AMENDING MD INSPECTING LID BE FILLED IN BY TINE CONTRACTOR, TOME OF NIdWMAIL OVER.EEFI} S INSPECTIG DATE OF IRANNG E.F.1Y -OOEWa I.AMPIG CONTENI OF TRAMEN.. TOTAL ,IOU TNA.D.. DUE INSTALLATION. MNNTENANCE. AND KRA. 110 K TILED IN SIT THE ColNNAC UDR, EST IHGIIOUAL .O RMC. G A NSIECTNG DATE GE INUM -- IUMEOFIIISTRUCIOR -�- ENTIIY PpONDNG M.INIIG - �- crnNENT DF ARM.----'----- TOIANWRSOFINAMENG --��-- FERTBREAB ME TEL SE APRLEO ONLY IN THE AMOUNT! AS SPECKED REEDWORMED Ir110 THE SOIL NO MW,NLE E%POOUgE TO T..-IC. 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CMLIE HOUR 8eE EDIfiCdNG I I C V GOPHER STATE ONE CALL C TWN CRY AREA W1.1640 NNMEWTA TOLL MfE I-E00.M -11. 2J (37) RLY: tl",: �, r { Typical Trench Compaction l� { "Iypical Hydrant 1(r Blockingfor Standard Plate Library Standard Plate Library Standard Plate Library and Class B Bedding Cif of Monticello Installation Watermain -) City of Monticello �,,,: pla" Ne. y om. "Inl, r.n l City of Monticello U3-OS - 03-OS oa.: 03-05 pe1i NO' ".w..):03-15 1007 ` R.vYae:03 17 2001 ` ft" 03-17 2002 ZVI �1 uxt E.ER N ~rI) rigw, •u NR IREEO OC).YE O �s gaprf s° e Y.IYf Rr). IY!'I»LUIIO" E ` ° $fq5 i t Air Bleed Detail And a g s t3 z o Standard Plate Library Valve Box Installation r w -1 City of Monticello oa. 'm" 0a 03-05 2003 03-15 e � r OU a `y° ll— 0 � W R xro:'111 ....,a. .w.w, WF— 91.d a a 2 jjfi a ...,. a 0 In . a.m a., . � m as Rr � m. n. m IOP O( fRK li OR IISNS M'41'SIN1'Cr NIIOK CP'[R O4i�� r re•ta.a.rrt urnr.[.r a.°a ..sw;�K° z Y O rornl ' .xue amino a n[ O ? J L r Vwrs. wY, 0 00 LL m 3 a o CC0 IYMAI YR.KL Nx[Rt EA4R O.fR 1w P" SIMx K li' pl U cO YORE or C O W 1-- )��P°. - { Standard Plate LibraryInsulation ( - (` ;Standard Plate Library ml.: Typical Water !p SHF I I No. Standard Sanitary ( City of Monticello Detail oat.: °'° "° y City of Monticello �y.� Standard Plate Library ` L� \� y T i"I Service Connection Manhole Standard Plate Library yP 03-05 ° R«Y.a:03-15 2004 EM.: 03-05 "I.1. Ire. 2008 City of Monticello vla.3 �»•: 03-05 P v e "° yl City of Monticello �•: 03-05 C7 , ` �°°N:03-15 3004 w.1..s03-15 3001 R.w.a:03-15 --- _ / ` 2J (38) - ---- �� Pr.W kSE SL01'C GUlIER SICIIW t' '. GNNCII Dy1IC ,� -11r u+•e N•'/rt ] t r r wu f W Wwm4u K • i wirwon�. c�. • w+a° _...-}.--'--7E:9!JrK �1 0 � 'I^ 4 a a ' - 0612 CONCR[IC CW0 h GUI IfP a.[+!n - v I ,r a IT +rnr peU1 "v v a+ n +v --- I L aaw Yu I Wp �. WACER DIAIC � r� I .�. • v.•m •w«Irof nnr�j� M. Lr • ' ,•o� .r«K ta«x � ♦ • , —y ws]M w ^•0 °I °, 111 ,NO wnwu^ . wrrw ar•rw wwi N DD.wwm nt. rrx.D.w - 6 n4 n•. Yawn ac•.rw.c raw I:e � n w /. xm[s ro MPm oo KlsY° ,r en wsw � _... • a..t . r.«a srm.:41 r f J i w� w�^ .,w w wwa.w rw w,w ...n I,«Ir - .a' 4 ].- v��a ••ww •°own - e' mro :«o Z 4maxw _ k $ ¢ w � •ww w•r, we rows awwa w•r•Y� Nw ']eeNOli • O O O U 1tDICN SCCIIOR ' r r n / < n < °n•1 ] wac a ]cD 4 a n.aD a,mD cam« N URIMN NOP-Ri 40fnrW U41B CCr,CkC]C LUPB i C 'I a nm. .e,ar] na°In uY wn w tmm�ua i, rnl] (h SilJl 'R- lUPll h f.II III f+ a E�j' i i �k iMN: v IP TK%: It $- nu.: g Gravel Trash Guard for Typical Street Non -Residential ( Concrete Curb & Gutter Commercial Entrance €: r � Standard Plate Library _ {' r � � ? y Construction Entrance Standard Plate Libraryy (Collector) Standard Plate Library Standard Plate Library for Streets s g End Section � City of Monticello 0RI• o3-os pm. "° -i City of Monticello 03-05 ""° " ) City of Monticello Rab: P,,. ,�. ) City of Monticello mY: n°� 6 a a 03-OS 06-14 "°�•w°, 4007 "°""°'03-17 5003„� 5005 "'"ii°'03-15 6002 cis H S 03 -15 ---- — --- -- 03-15 OU a rn z. -�' 10W ul -- �..m nrK K JY y• • •I. F-' V ` 1�T r a • • • • . •1^Eu �, I ! �. • + ..... .,m. m ^% L .. r.nrn.. �+. - !•6111L Nv1.to Q w.,. �� to -a �tCrcr y' PWIi0u910 Utl[ IH-' \ 11/]' «uWan ] r]r� WIY.. _-_ .--.....-- --.- .. .. a etfn!° n nwx E 'Y' J:.'� '•� RO.W vxtj is - Z O ;IldwYrm O CO — j ca O Cr animals", cc: 06 s �i.i� •••••• - \sw ,si]°"+oa`o s.mis ro v�,w u Q. �" uwu.Licoso l] La Is....,....,......^,....,.......w,...>..,.....,..,�,�........., C . -- 5HEk1 N0. ' Rio Log Slaking Erosion Control Blanket lr Utility Excavation In City (Standard Plate Librar Standard Plate Library Standard Plate Library Streets 5 Years or Older y Straw or Wood Bio Roll Stapling Patterns & Installation ) City of Monticello e,. w , p a =-) City of Monticello RDa: 03-08 "'°I• "°. �) City of Monticello oDt.: 03-08 DIeI. as 03-05 7006 O R„w, 03-15 6009 "';03-15 6011 "««f:03-17 / � l 2J (39) E s vM�rE W awE � w«�neDor. m"' qi DOv Isw,eN VaHTC ON eIUE - � I _ FNWFEDOgOVNO[wE - i rFW�SNEU OgMIVU INE NO PARgNC SICK saw Dw ear Wllls VMSNFR a l0[AVMSNER O SIGN POS.T, riw1611E lwE NO `[ J OMdmD ANDANGAMD SIIM[ qF 1]OAUOE WA[N NOlf6 ON ALL lWR ] IFAVE ITO ]NO[fO E%P06EDABOyF �-ANCNOX F IMFOORd111DlwFlM COFNCCfgNa OF PO.t rO AN[Y10A l SDNeI.F eE W ACCORMNCE M iNEMNN ANNWION IRHiOI1M14FFlc <OIOROk OEVCEe — SITE SIGNAGE N.TS, -_� � WAI EH 9EIRVICE-1.4AN VIEWN•nA•r •wA.(«r•w, �"�...w..�.•+ YMFFR ECgNtE SfCiION NCW ixxe6 HUNA R—T AewLUIION l 1 iAN pNWwF 1 Y q e q aTw 1gACE YRR wA EAM EpEI FxIExD weagADE PgFPARAIgx ANDADDgearE eASE Piouci�rNrronE�uesi�o oaruiw°uivvEMEHT vNfrl � nroPEx� 6Nr npv FAegk � 5� tDN- e'rUMwWSYA"AR COugIF TWA'MOOp eTAXE6 • —]rl NTVMNWDeADE COMbC OrDL +OMIRw+W—r� TApfq TACNCOAT eALXlM! I • d ISM' '�i EXTINDUgpIND wRr wnoM C04PACTEO%Y/\ \C�"cuu'a "'eonrEei� / ror rAwc SUBCRADE rwrosfD fIaPHRAENI ly TAPER LfwCM AS 910Rw DN 9T[ Pt - BITUMINOUS PAVNT.S EMENT SECTION TEMPORARYLT FENCE ATS 24" wwRAU PREPARAIro«ANDApcnmAie usk r 1�yyry � Nt {D3_J� � EEYDNDEDDF OV PAVFAENI WHEN ]w� . • DOT, O O O LL ADMCFM TO E%ISTWOp NEW iVq! J q I IR! �p IOw ON REwieRCn45TEEl •Iv HtwlMtFv cONCRlrk _ _ - 1 8, o if O �gACFDAi erl Op LENIFR • • • • L e'Piz -w fill 1• • O _ •'�. • • • / /SY /� \/ \/ /� \—A— OOAIF—A•.PEn.NOII O S S.ADEL w >IF, LL 6pMYfl DM[ I PAVE«Ervr [. $ w — 7T �III� II; COAWACIED AIeOnAOE p w _§ S a cuss ADDgEonrE BASE Ilry INFLOW �&1a sr E' Hit a CONCRETE PAVEMENT SECTION - HEAVY DUTY GRAVEL SECTION CONCRETE CURB 6 GUTTER N.T.S. N.T.S. N.T.S. c(n Z a I - 1• Lu N P M. W� wtl a .j (.90 a ZVI ' ,rwnwwnrN nn � plrnw_wrn � _ . I , ...• � .-N-4p r. •u 6rwfgaERknrx nANNrw I•..I. •.....««..a ..... � .... I '41 _ YENtiN WWNO E nAHYRw z mum o 05 co FDA -,;.. .. , , :..r. ..•,..d_...w_ �',+� / u co o NYUMMr-PUNNEw HYDRAM-aDCTWN VIEw•� a_....,.. -% 3 - .Ar. Y\ ,.. r, ..Fn Q O �w-af�g8E1MCE�8FGT10N VIEW k'AEH MAHHq( 6[lr.tMYIEW C �i C u SHEET NO. pNMEYOTA RURM WAKRAeap:MRON ,YA(ER AReOCUtgN gD�^SEWEq eERNt DE IA4 ✓U JJR�__ arnTRk[[[orwE lxrAA 2 _0 O c I oT IBC 2�Se�aoBEgo - `Yg'. Y I;i w 8 ^ S^ S I o X V J 3 Ccco Q 0 0 00000 O 00 010 . _I I To \cc ` � O • g�7 I �� 1 mc..o Q V I en > O U I I o C` m o .. — ` —1—�— — Wa Y — —----------------gyp - 96 S &CT N U CI -Al .99iO.0 of l---I------------ a O � +P%B I7o7I Ml7 3 ` 16 ___cZ / \DTI w Z. Er �n m� ICI lil\ _ 1 I Tam Wy C v s a m 1 •I 13 Wy nm W W dH Wn Ixu) �iS.. a b sz�! � 1`I•1 ^ 01a I 4y` � I mWz vs^_ 1 _ HZ c m 0� i O � 3tL- U �-- --�— y Ne w 11 � d 0 U l S' coZ 11 I I I 16 0 of 0111 I : _: / 707 ro .^r� 7•T,w � � I J a --I \? i N — o 00'SL/ M .gf,IZ.I N �g " 4 I otozob-6/0-991 +o/d 16 m o 2J (41) 120140 3068 1-140 120140 3068 1-140 120140 3068 I I I I I I I I I I I I I I I I I I I I I I I I I I I x e 0 GARAGE 48"X 36" 48"X 36" 48"X 36" @ 168" AFF @ 168" AFF @ 168" AFF 120'-0" 1 D RaK Drafting & Design ALL RIGHTS RESERVED, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED 48" X 36" @ 166 AFF 0 N 0 cl ry ,$< Xo a� 48" X 36" @ 166 AFF 3D VIEWS ARE NOT TO SCALE AND MAY NOT REFLECT EXACTLY WHAT IS AVAILABLE FOR THE PROJECT. RENDER VIEWS ARE REPRESENTATIONS OF WHATTHE VIEW COULD LOOK LIKE, NOT WHAT IT WILL LOOK LIKE 2D VIEWS ALWAYS SUPERCEDE 3D VIEWS �T V Wog oZS L z Ln Y w d� a �w w � � N 91 V � Cif .l_Mn7 0 W N I= 6 LL- w J 1L O a V a Lu Lu cn 0 � 1� 0 r 0. p X� a \ O ki w J_ Z Q O 2 = w .a DRAWN BY: Karl -4ed DATE: 3/25/2024 SCALE: R� x �q& & 3/32" = l'-0" R**** B_U�I�I SHEET #: Al 2J (42) Doors/Windows 71 sq ft 5.63% Wood 24 sq ft 2% Stone 171 sq ft 13.57% Steel 1018 sq ft 78.8% Total 1260 sq ft ELEVATION 3/16" = V-O" VIEW OF THE FRONT R�I E%AP �WV% 3D VIEWS ARE NOT TO SCALE AND MAY NOT REFLECT EXACTLY WHAT IS AVAILABLE FOR THE PROJECT. RENDER VIEWS ARE REPRESENTATIONS OF WHATTHE VIEW COULD LOOK LIKE, NOT WHAT IT WILL LOOK LIKE 2D VIEWS ALWAYS SUPERCEDE 3D VIEWS V Wog o2S :) luo' Z rn Y w LU M ` V R � Cfl l7 0 EQ N Z vi LL w a VO a LLI O W w W Ll o o f� o a O w z a o � x w .a Z O W J /' F- W H W W r, a LL- O DRAWN BY: K,�iri -46J DATE: 3/25/2024 SCALE: 3/16" = V-0" D RaK Drafting & Design ALL RIGHTS RESERVED, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED SHEET #: A2 2J (43) Steel 1260 sq ft 100% Total 1260 sq Ft ELEVATION 3/16" = V-O" VIEW OF THE BAGK �AVV F * i B�U�hL�T! 3D VIEWS ARE NOT TO SCALE AND MAY NOT REFLECT EXACTLY WHAT IS AVAILABLE FOR THE PROJECT. RENDER VIEWS ARE REPRESENTATIONS OF WHATTHE VIEW COULD LOOK LIKE, NOT WHAT IT WILL LOOK LIKE 2D VIEWS ALWAYS SUPERCEDE 3D VIEWS V Wog p� Ln z Ln Y w M w ,V R � ctl l7 0 CO N Mm &i lL- q w z N z J !L O d a Ow 0 W Q 0 0 0 a < 0 7 W z a o 2 x w .a DRAWN BY: K'ri -460 DATE: 3/25/2024 SCALE: 3/16" = V-0" SHEET #: A3 D RaK Drafting & Design ALL RIGHTS RESERVED, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED 2J (44) ELEVATION 3/32"=V-0" VIEW OF THE LEFT SIDE E L E VAT I O N 3/32"=V-0" VIEW OF THE RIGHT SIDE D RaK Drafting & Design ALL RIGHTS RESERVED, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED 3D VIEWS ARE NOT TO SCALE AND MAY NOT REFLECT EXACTLY WHAT IS AVAILABLE FOR THE Windows 60 sq ft 3.12% RENDER AREJ REPRESENTATIO SS EVIEW OF WHOK Steel 1860 sq ft 96.88% COULD LOOOK LIKE, NOT LIKE, , WHAT IT WILL LOOK LIKE Total 1920 ft 2D VIEWSE sq SUPERCEDVIEWS 3D VIES N� m Wog 0,6 5 lu�"' Z to y w Q�w w mid" � � N V m _Un o W 91 Windows/Doors 945 sq ft 49.22% a < o Steel 975 sq ft 50.78% 1 0. p V O a Total 1920 sq ft W m oWO o H 0 a w J_ Z ,cc 0 2 = w .a z O W J F— LU Q L.0 � U1 a W Q N DRAWN BY: Karl 4460 DATE: 3/25/2024 i SCALE: R� x �q& & 3/32" = V-0" R**** B�UZZI SHEET #: 2J (45) 1 1 I I I I I I I I I _ - r I ---------------- I I 1 IL 1� I - - — — — ——LUTURE 60' XX 1200' BUILDINGPROPOS[U 60' X 110' BUILD— I , • F I e 1\ _r- _ _ X �r TREE PLANTING DETAIL N T.S. SOFRRIFLNRRIF I I - AVB.—M(UFARI MOrt p1AMl11Y 1lV COIAYON IIRRIF IkOWW 1RMS IRM 37 SAL IX2 FRW Ef iM6 fUt, TMOT RF F AOAAURUM ANANYNIIO ACFRRURRIIM _ _ Y S tlr 6TM IM'IX.NOVE.— Y ME1FR qIR 3TM GNTTIIM NOV.CROTd � -- S'HIDI MN BIACXNLLS6HIUCE POSAGUIEC1VAR.OFNSATA SHRUBPLANTINGDETAIL MULCH AT SIDEWALK DETAIL MULCH AT SEEDED AREA DETAIL PITS NTS NTS. LEGEND: PROPOSED BITUMNOUS PAVEMENT PRCPOSEDCONCRETEPAVEMENT It IS, PROPOSED CONCRETF. 91DEVMLN PROPOSED TURF ESTABLISHMENT ES PROPOSEDDASLESHREDOEOBROANMILCH PROPOSED DECIOUCUS TREE Q PROPOSED<ONFEROUS TREE N �I 9 A $ p ® l! PROPOSEDSHRUB m ' w L LANDSCAPE REQUIREMENTS: PERLANDS MON(CELLOOR TE ORDNANCE ALL ANDSCPPING NSAID PLAN SHALL CONFORM TO THE n RDSAND CRITERIA OLLOMNO9TANMROS ANOCR iERA A ALL PLANTS MUST AT LEAST EQUAL THE FOLLOLMNG MINIMUM SIZENETTEDABAR qqq qyy & OR BALLEDSEBURLARODTPPED as CANOPY TREES 2INCH DIAMETER HALF TREES tIrz INCH DAMETER S yy F$ol EVERGREEN SFEETMGH C TALI SHRUBS S HEDOE MAT 6FEETHIGII B DEc DUOIIS o SEA NE i Wes C 3 u N m a SPREAD VERGREENS IB ZR ESS OZ B. URNOSCAPEGUARANTEE ALLNEWPLANTSSHALLBEGIMRANTEEDFOR UhO aT FFULL YEARS FROM THE TIME PLANT NG HAS BEEN COMPLETED THEEND U, PLANTI BILL BE AINEsAr sFacTORr cRowTA AT OFLTHE GUARPNTEE PER OD OR BE REPLACE C INCUSJRIALUAE<CACOFCPNCPYTREESINCLWINGATLEASTI W N O W q 111 ♦- u�yd EVERGREEN TREE)PERACRE• AT LEAST I SHRUSPEREVERY IOFEETOF IDtl A SUILDNG W FAC NO A PUBUC RK HTOF WAY CB AOTREESI SUILONGFACESBSSHRUBSNEEDED N wo <N (SEE CITY ORDNANCE FOR FULL REDUREMENTS) pQ iR i� LANDSCAPE NOTES: I ASSRR SINLCOATIONSHALBE RESTORED ALVE I EDAB CONAIRILEANISHEAREAS SHALL BE SEEDEDAND MULCHED WTHIN Z 0A AFTER FINSHEOGRAOING IS COMPLETED IN ACCOR—IF TO MNLOT 2111 metl 0 2 PLANTING SOL SHALL CONSIST 1 t t CONSISTING OF 33%SELECT 3%PIT RUN SAND 3 ALLOW BEDAREAS SHALL BE REVEGETATED WITH MNR%3T SEED MIX , MULCHED A OW ANCHORED PER THE FOLLOVRNO SCHEDULE SEEOMX-31 MLDAC MULCH TYPE 3. 2TONSAC Z O O C Q Z m J Y 5 p m tz m 3 5 Qm o U m « g of CO uj SHEET NO. CA OUP.SIEFORISS... GOPHER STATMS, AUE N ATE ONE CALL I y O 2J (46) ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0.7 1.5 3.0 4.1 4.3 4.6 4.5 4.6 4.6 4.6 4.7 4.2 4.0 3.1 1.5 0.6 0.� ■ 0.5 ■ ■ 2.0 5.7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 8.3 7.4 8.9 7.5 8.2 8.5 7.7 9.0 7.2 8.0 6.0 2.1 ■ 0.6 ■ 0.2 0.2 1. 1,�.b -iu.1.j. 7 1.13 0.3 0.1 .0 I I 11 w� 0.0 0. D 0 3 0.2 0.1 ` ." 0.0 0.D 2.4 0.6 0.1 • O li 0.0 0. D 8 .'i-) 1. 1 0. 2 0 I 0.0 0.D 3.1 0.6 0.1 0.0 0. D 0..3 0.2 0. 1 0.0 0.0 0.0 U.0 U.0 U U.0 O.0 U.0 U.0 0.0 U.0 U.0 U.0 0.1 0.1 0.0 . 0.0 . 0.0 . 0.0 . . . . . . . . . . . . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 . 0.0 . 0.0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■^ _ ■ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.o 0.0 � w A W ro G N H m A 7 H -H ,o CL G U b a) u G a H m.. H U G -w a) m O + O a) m N U A H ro o m o ,C m o N O H G G I a o G brn 4 y o 0 0' m rnti a' G c o m4 ,4., N o m N .+ H i 'oo o v aaHi'ro v" m �m sai b+ o ro ro N A C ti 'o UI a t O N +� U,' C o U ro o m .G m aw b� G a) O v ro P 1Hi O N b) W v N 'O 14 'O S1 U N ro F N O C N W o a' m H o N o4 -� a O E N 'o C N U a N 0 m o A A 'O O v A N N O g a ri o G CL .i H T7 �r y 7 ro o asba otiavi my a -.io o) ro >. J� r4 W o b o, -.Ui -ro U o LL O -.i O E r+ rl W G H N o G W C4 a LL CL h G O .o o 0 o H o -H H N .c N Sroi W o a m14 1n1moN rome >r a N UJ N H N N G G G U i-7 twv N� W p N y� O N O �ro O a o H o o ai R. N H 0 H N H a ro N b) ,C W rl 3 q HM W Ga'Ho14 W rnro>o rnx�ao��'o.c�wroo tiA G o wWiti�i �� m N .G 'o 04 +' Jr N 'o G .] P. U r ro> H W d N H 4 N .ti 'O H D 'O a W .0 N ro o N o , p m a m H o o w ,G G a EF P, A .o E w E z o W o ro Q 0 L X LU 0 U) a) a) O 04 N m m z U i W m a) m C U) 0 LL 0 L 0 X W o U >' N J Q m C 0 z��' to L i 0 m . --.) m J > 0 ry w L- 0 LL rN O IL 0 Scale: 1 inch= 7 Ft. 2J (47) Calculation Summary Label CalcType Units Avg Max Min Avg/Min Mau/Min Description PtSpcLr PtSpcTb Meter Type CalcPts 1 Illuminance Fc 2.36 13.7 0.0 N.A. N.A. Readings taken at 0'-0" AFG 10 10 Horizontal * * *LAYOUT AND BOM ARE SUBJECT TO APPROVAL Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename 0 5 S SLIM17FAFC60 SINGLE 7035 7035 1.000 SLIM17FAFC60_5K 57.23 57.23 286.15 SLIM 17FAFC60_5K.ies (D 2 D DISK34-6 SINGLE 1088 1088 1.000 DISK34-6-5K 15 15 30 disk34-6-5000k.ies Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 D 141.59 60.13 8 90 0 2 D 141.59 52.72 8 90 0 3 S 78.965 86.7 15 90 0 4 S 102.545 86.7 15 90 0 5 S 126.815 86.7 15 90 0 6 S 54.515 86.7 15 90 0 7 S 30.945 86.7 15 90 0 Total Quantity: 7 NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. N O C V) _N U CO N w 0 LL a� 0 m L n � w .•+oo N G N N m A 7 H- ,c0 a G U b UI G H ro w O %.H m UI .I� O N UI A H ro o m o 0 O b m C as N U) H G G a � ao -1rZ o m N .•+ H i ro o 3.G G rn U v aaHi'ro v" m �m sai b+ N ro ro rwU 'A C ti� o G+�roarm+�roroarno ,,Mow m H H H m N C U +� MT -.a .Gmawwu ro.ti a,:u b� G NF! O 1Hi W N ro 'O N O u ro- aU "S Grnvro°'a�m>.cv ro4) 0 G N W N 0 W N O a N 0 [n .Oi a N 0 0 W N f0G W > a o U G H a w m o o A N o N O g a ri o G a rl H T7 �r y a ro o asba otiavi my a >+ N y w o a I y w+ 23 w -Ho O o) G G LG G H 3 ro ll O ro +�-' A m W o; 'O G a N >r I r4 w o b O� -.Ui -ro U o a b� G H o -1 O E r+ rl W G H a o G G O .o W oa f ro o 0 o H U -H H N Nro c o c ro row aa^.romroma' rome N O �ro ro a �. N U o H o o w rl 3 q H' A� Ga-H ow rnro > Co to C4 ,a ro H A C o w H b) U N -� .G •O a +' Jr N to a1 a ro H p tl 'O H p '0 7 W .0 Ul m o > U) O A p o o a E aA 0 EW ^EZ 01-o ro It N O N N CO O 1W I L 0 X w M L U L N U) m m N E (B N U- i I- I; - p- Ep Ij . . . SjSoo--. H . gH! I H V x H if 12 ? o R o o o M " 1 m 1 H 1 � g I CHEM H =ag mg 1 Hfi o HHH; 1; WHI I iu H- H.", 'n Nio ! H H III IN1211 M 1; i 9..�! HH iE H" - - H T'T H H 9� i sH mu! 'asHni, o H! T o K MASTERCRAFT OUTDOORS o B&B BUILT City of Monticello, Wright County, MN SWPPP NARRATIVE H 1 11 HI ii .11 of i fil I -M H HN W-Rul .-M !'mH.'M3'x' z 1 42 W HUN '!HHH111111m 1pfflfi I H Ulm * -, a J.- 1 WHO H! 11A. H"InT I' MR I H, M 8 Film P a ''Niin A H A im 'twun nwl NN I ifl, Hile H --nileNHI. Hil SIM 11 i 1�-! qm- H -- HUNUZ 0 H! '110 2- A - -1 -' I � H ' I I R� A H, I W H 1 !";Haig 11 j. I J q W 2 s P R D— 1-1 T BOGART, PEDERSONew x-1 w - ----- D— BY &ASSOCIATES, INC. ell"WaL. -- I R1 Date I— Monticello June 20th, 2024 Re: Master Craft PUD City Planning File # 2024-19 General Comments PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 11 Monticello, MN 55362 The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. After review of the most recent land use application plans dated 06-03-24 for the proposed development in the City of Monticello, we have determined the following based on the 2020 MN State Fire Code: 1. The applicant will verify that all access drive spacing in the parking lots are at least 24ft wide for aerial apparatus access and circulation within this lot. The allowed decrease is from the required 26 feet width specified in Fire Code Appendix D105.2. 2. The applicant will verify and provide full turning radius in access roads for the City's aerial apparatus as required in Fire Code Appendix D103.3. 3. The city requires that you install a fire key box on the outside of your building. Please work with the Fire Inspector on this requirement. 4. If a fire suppression system is required, we require that you work with the Fire Chief/Fire Inspector on locating your Fire Department Connection for the sprinkler system. The Fire Inspector must approve the location before it is installed. www.ci.monticello.mn.us TY Monticello PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 5. Finally, if a fire suppression system is required, we are requiring hydrant spacing at 400 feet based on Fire Code Section 507.5.1 exception number 2. These items are subject to approval of the Monticello Fire Chief and Fire Inspector. This is a preliminary list of items that would need to be addressed. Sincerely, 40-n 4 Chief Building Official/Zoning Administrator www.ci.monticello.mn.us 2J 1) CITY OF Montice o February 21, 2025 Re: Mastercraft Outdoors OFFICE:763-295-2711 FAX:763-295-4404 505 Walnut Street Suite 11 Monticello, MN 55362 The Engineering Department has reviewed the Plans dated 12/30/24 as prepared by Bogart Pederson and offers the following comments: General Comments 1. 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 any construction if 1 acre or more will be disturbed. 2. Infiltration is only required if 1 acre or more of new impervious will be created 3. Include HWL of basins and verify adequate freeboard to adjacent structures 4. ROW permit and detour plan will be required for utility work in the Fallon right-of-way. 5. It should be noted that future assessments are proposed for street and utility improvements along Fallon Ave in accordance with the City's assessment policy. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, i Ryan Melhouse Assistant City Engineer www.ci.monticello.mn.us 2J (52) Response to June 24, 2024 Memorandum TO: Ryan Melhouse, Assistant City Engineer FROM: Michae Mordal-Huebsch, Bogart, Pederson & Associates DATE: December 30, 2024 RE: Mastercraft Concept City Project# 2023-46 Thank You for reviewing the Mastercraft Outdoors civil site plan. BPA has reviewed the comments, and we offer the following response to comments and recommendations that have been made in the review. Comments on the plan have been tabulated and responded to below. General Comments 1. An NPDES/SDS Construction Storm Water General Permit (CSWGP) and SWPPP shall be provided with the grading permit or with the building permit application for review prior to any construction if 1 acre or more will be disturbed. a. BPA Response: Comment noted. An NPDES permit will be provided. When general approval of the plan is received, the permit will be applied for. 2. Follow city Design manual for stormwater design, if 1 acre or more of new or fully reconstructed impervious is created a stormwater report will be required. a. BPA Response: Less than 1 acre of impervious surface is proposed. Infiltration basins that holds over 1.1 inch of the impervious surface is provided. These calculations can be found on the utility plan. 3. Tracer wire shall follow Appendix D of the Monticello specifications (htti)s://www.ci.monticello.mn.us/DocumentCenterNiew/881/Appendix-D-TracerWire) a. BPA Response: A note is now included for the specifications and relevant details are now included in the plan. 4. 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 when building plans are available. a. BPA Response: Comment noted. A fire truck turning exhibit is provided. 5. Streets, parking lots, and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. a. BPA Response: Note has been added to the site plan. 6. Plans shall include the required notes from the design manual #10 required notes on page 3 (htti)s://www.ci.monticello.mn.us/DocumentCenter/View/121/Design-Manual- Plan-Reauirements-and-Desiqn-Guidelines-PDF) a. BPA Response: These notes have been added to the cover sheet. 7. Show all easements on construction plan set. Future building appears to be encroaching into drainage easement. a. BPA Response: Easements are now provided. The future building has been pushed to the south. 8. Perimeter curb is required around the parking lot, ribbon curb is acceptable. a. BPA Response: Perimeter curb is now provided along the public parking area. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.boaart-Dederson.com 2J (53) 9. Provide pretreatment for infiltration basin (if basin is required) meeting MPCA requirements. a. BPA Response: Forebays are provided on the infiltration basins where concentrated flow is directed to. 10. Shift trees and fence from North property line to not obstruct drainage ditch. a. BPA Response: The fence is now out of the easement area. 11. ROW permit will be required when connecting to utilities across Fallon. Detour plan will be required to be submitted by contractor. a. BPA Response: Comment noted. Detour will likely be rerouted to Edmonson Ave N. No accesses will be cut off during the installation. Noted on site plan. 12. Provide pipe sizing calculations for storm pipe under parking lot. a. BPA Response: A sizing calculation is now provided in the utility plan. The pipe is adequately sized. 13. It should be noted that future assessments are proposed for street and utility improvements along Fallon Ave in accordance with the City's assessment policy. a. BPA Response: Comment noted. Fire Code Comments 1. The applicant will verify that all access drive spacing in the parking lots are at least 24 ft wide for aerial apparatus access and circulation within this lot. The allowed decrease is from the required 26 feet width specified in Fire Code Appendix D105.2. a. BPA Response: The fire access route is 25' wide. 2. The applicant will verify and provide full turning radius in access roads for the City's aerial apparatus as required in Fire Code Appendix D103.3. a. BPA Response: A alternate hammerhead is proposed for the fire truck turn around. A firetruck turning exhibit is provided as well. 3. The city requires that you install a fire key box on the outside of your building. Please work with the Fire Inspector on this requirement. a. BPA Response: A fire key box is now shown on the east side of the building. 4. If a fire suppression system is required, we require that you work with the Fire Chief/Fire Inspector on locating your Fire Department Connection for the sprinkler system. The Fire Inspector must approve the location before it is installed. a. BPA Response: A sprinkler system is not needed to our knowledge. A hydrant is provided on site for water access. 5. Finally, if a fire suppression system is required, we are requiring hydrant spacing at 400 feet based on Fire Code Section 507.5.1. exception number 2. a. BPA Response: A hydrant is proposed that is within 200 feet of any of the proposed or future buildings, meeting that requirement. If you have any questions I can be reached at (763) 262-8822. Thank you for providing review comments for this project. Sincerely, Bogart, Pederson & Associates, Inc. ✓�I�c�taeri ✓�r.� � l,�.u2�,c,�. Michael Mordal-Huebsch, P.E. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.boaart-Dederson.com City Council Agenda: 3/24/2025 2K. Consideration to approve a Conditional Use Permit for a proposed Entertainment/Recreation Indoor Commercial Facility in an 1-2 (Heavy Industrial) District. Applicant: Elizabeth Barthel Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, Stephen Grittman, 3/24/2025 ❑ Regular Agenda Item City Planner Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Coordinator, Chief Building Official ACTION REQUESTED Planning Commission unanimously recommends approval of the conditional use permit. Motion to approve a request for a Conditional Use Permit for a proposed Entertainment/Recreation Indoor Commercial Facility in an 1-2 (Heavy Industrial) District, subject to the conditions in Exhibit Z and based on findings in Resolution PC-2025-10. REFERENCE AND BACKGROUND Property: Planning Case Number Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: Legal Description: Lengthy -contact City Hall PID #: 155-018-002080 2025-07 Conditional Use Permit for a proposed Entertainment/Recreation Indoor Commercial Facility in an 1-2 (Heavy Industrial) District April 4, 2025 (60-day deadline) June 3, 2025 (120-day deadline) General Industrial 1-2 Heavy Industrial Special Use Overlay District Industrial facility North: 1-2 Industrial City Council Agenda: 3/24/2025 East: 1-2 Industrial South: 1-2 Industrial West: 1-2 Industrial Project Description: The project consists of repurposing a portion of an industrial building, zoned 1-2 (Heavy Industrial), currently used for building materials sales and warehousing. The proposed tenant use is an indoor commercial "entertainment" facility, an indoor play facility. Such facilities are allowed in the Industrial Districts by Conditional Use Permit. The applicant proposes to occupy approximately 13,000 square feet of the existing building for the commercial indoor recreation business, while the larger portion (approximately 40,000 square feet) would continue to be utilized by the building supply business. ANALYSIS: Use. The Zoning Ordinance incorporates "Entertainment/Recreation, Indoor Commercial" as an eligible use in industrial districts due to the unique building requirements of such uses. These often include sports training facilities or similar uses. The proposed use as an indoor play facility is consistent with this use classification. While the mix of these uses and industrial traffic and activities can raise concerns about incompatibility, the large building spaces necessary for recreation uses suggest an industrial location, often to accommodate reasonable re -use of the building which would otherwise not have a commercial application. In this case, a majority of the building's use remains industrial. The applicant proposes to use 13,000 square feet of the building for an indoor play space serving parent -supervised children ages 0-15. The facility would be divided into individual play spaces with a central playground. As the applicant works through building design for fire and building code compliance, the final configuration of the individual play spaces may change, although the total square footage of the tenant space overall will remain consistent. Access to the building would be key -code controlled. The facility hours of operation are proposed as 8:00 a.m. — 8:00 p.m. daily. As noted, the balance of the building is currently used as an industrial service use and office. The zoning ordinance identifies the following elements as baseline considerations for these uses by Conditional Use Permit: (12) Entertainment/recreation — indoor commercial. (a) No auctions shall take place on the premises. City Council Agenda: 3/24/2025 (b) Outdoor storage shall be prohibited. (c) Noise shall be controlled consistent with the standards of this chapter. (d) When abutting a residential use, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type "B") in accordance with § 153.060(G). These conditions are limited in scope, and the unique aspects of individual site considerations require additional review beyond these factors. Parking. The existing parking on site would be allocated to each business use within the building for purposes vehicle parking, and the site plan shows shared parking access between the two driveway access points from Dundas Road. For the subject site, the applicant suggests daily traffic for facility users is based on approximately 100 children, aged 0 to 15, per day. Children would be attended by parents — the facility is not intended to serve as a daycare or similar facility where staff supervises programming. Instead, a staff of fewer than 5 individuals would be on site primarily for checking in patrons and overseeing operations, but specifically not child supervision. The applicant suggests evenings and weekends would be the peak use times of the facility, thus minimizing conflicts with other industrial park peak activity. The site plan shows a parking supply attributable to this portion of the building of more than 60 spaces, reserving approximately 40 parking spaces for the industrial user. This parking supply would be sufficient to meet the zoning code demands of the industrial business, based on square footage requirements. For the entertainment use, parking demand is difficult to quantify. There is no zoning code standard specific to this type of play facility use. However, 60 (or more) parking spaces available for the traffic expected by the applicant would appear to be more than adequate. As the applicant continues to work through building and fire code design, the actual maximum occupancy for the tenant space may increase. Given the peak demand is likely to be nights and weekends, the Conditional Use Permit accommodates the shared use of the 40 spaces used by the industrial user during their off-peak times. The total of over 100 available spaces is sufficient to meet any increase in expected demand. Circulation. Of particular concern when introducing commercial uses into industrial areas is how to manage traffic conflicts between the routine industrial uses (such as heavy truck operations) and commercial passenger vehicle traffic. In this case, those conflicts could be of greater concern as the parking layouts for the site include commercial parking that is in direct proximity to an access/egress drive used by the industrial business on the west side of the site. As designed, the site plan shows three rows of parking serving the recreation facility. The westerly row would back out into the truck/drive aisle. Parking shown on the site plan, as City Council Agenda: 3/24/2025 noted above, indicates more than 60 spaces available to the indoor recreation facility. While parking requirements for these uses are highly individualized, research appears to show requirements for indoor playgrounds at a rate of approximately one space per two persons of capacity. If the capacity of the facility is 100 children, 50 parking spaces should be sufficient. Staff recommend that the parking bays on the west side of the building be restructured as a single -access drive with parking on either side of the access drive, separated from the truck access lane by a widely spaced barrier, replacing what is currently the third row of parking. This barrier could be several large concrete planters, or other physical elements to separate the commercial use parking from the truck access drive. Without this separation, staff would be concerned that the mix of uses on this site would create conditions that are unsafe for children and their parent drivers. Other Site Considerations. The applicants indicate that they will create signage for the facility that complies with the requirements of the City's sign ordinance. Currently, the site includes a small freestanding sign identifying the building materials business near the easterly driveway access. The applicant will need to develop a sign plan that is consistent with code and makes clear distinctions between the industrial and commercial traffic on the site. It will be important to clarify access locations to minimize the mixing of incompatible traffic on the property. Budget Impact: The applicant provided the required fee and escrow for the application, which is applied to the costs of review and public hearing. II. Staff Workload Impact: Staff time in the review of application included primarily Development Services staff. III. Comprehensive Plan Impact: The 2040 Plan's Implementation Chapter includes a variety of strategies for engaging youth in the community. In this case, that opportunity is provided by a private business, building a new enterprise in a currently underutilized portion of an existing building. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed conditional use permit and held a public hearing on the item during its regular meeting on March 4, 2025. The Commission's discussion focused on the condition of approval requiring separation between the parking areas for the proposed entertainment use and the industrial user truck traffic. The Commissioners agreed that it would be a critical site improvement. Applicant Elizabeth Barthel addressed the Commission and concurred with the condition for separation, also noting that the majority of patron parking is expected to be on the south side of the facility, closest to the play facility's access door. City Council Agenda: 3/24/2025 Staff noted that twelve citizen comment letters or emails had been received in support of the proposed use, citing the need for such a use and positive impacts for the community. No other public was present to address the Commission on the request. Following discussion, the Commission recommended approval of the CUP unanimously, subject to the conditions in Exhibit Z. STAFF RECOMMENDED ACTION Staff recommend approval of the Conditional Use Permit for Entertainment/Recreation, Indoor Commercial as proposed, but only with the reconfiguration (and separation) of the commercial parking as noted in this report and in Exhibit Z for Conditions of Approval. While the mixing of Indoor Recreation uses and Industrial uses is contemplated by the code, traffic considerations can be an issue for the safety of both commercial and industrial vehicles on the site. With the conditions as noted in Exhibit Z, staff believe the issue can be mitigated. SUPPORTING DATA A. Resolution PC-2025-10 B. Aerial Site Image C. Applicant Narrative D. Site Plan w/Parking Plan E. Floor Plan F. Chief Building Official's Letter, dated February 26, 2025 G. Citizen Comment Letters Z. Conditions of Approval City Council Agenda: 3/24/2025 10AN101111111VA Conditions of Approval Conditional Use Permit for Entertainment/Recreation, Indoor Commercial PID: 155018002080 1. The applicant reconfigures the westerly of the three parking rows as noted in this report to create a physical barrier between the two remaining parking rows and the access drive serving the industrial user. 2. A sign plan is developed consistent with the sign ordinance requirements that clearly delineates access and use of the site and separates commercial and industrial traffic to the extent possible. 3. Parking, signage, and other site improvements, including restriping of the parking lots as needed, are completed prior to opening of the facility, in accordance with the updated site plan approvals. 4. Shared use of the total available parking is considered authorized by the Conditional Use Permit for the current and proposed building tenant. Future changes in use will require evaluation of parking demand per ordinance. 5. Compliance with the terms of the City Building Official's letter dated February 26, 2025. 6. Comments and recommendations of other Staff and Planning Commission. 2K (1) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-10 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR AN INDOOR ENTERTAINMENT/RECREATION FACILITY IN AN 1-2 (HEAVY INDUSTRIAL) DISTRICT WHEREAS, the applicant has submitted a request for a Conditional Use Permit to allow an indoor entertainment/recreation facility as part of a developed industrial parcel; and WHEREAS, the proposed entertainment facility would alter the existing condition by redeveloping an empty portion of an existing building for indoor recreation uses; and WHEREAS, the proposed use would introduce potential conflicts to the site through customer traffic at levels uncommon for industrial uses; and WHEREAS, the site is zoned 1-2, Heavy Industrial, which allows such use by Conditional Use Permit; and WHEREAS, such uses are allowed in this district to accommodate building designs that are not common in other commercial districts; and WHEREAS, the applicants have provided materials documenting that the proposed use can be compatible with industrial uses through offsetting peak hour use and other factors; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on March 4th, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for indoor entertainment/recreation uses found in the zoning ordinance. 2. The applicant has provided plans demonstrating that the use will improve long- term use of an otherwise partially vacant building. 2K (2) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-10 3. The parcel is intended for industrial uses, but which also accommodate the proposed use in combination with the industrial nature of the site and neighborhood. 4. The applicant would, with the conditions of approval, accommodate safe traffic movements that protect the customers of the facility, and separate commercial and industrial traffic to the extent possible. 5. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 6. The use will maximize reuse of existing industrial buildings, consistent with the City's economic development objectives for industrial property. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for indoor entertainment/recreation facility, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. The applicant reconfigures the westerly of the three parking rows as noted in this report to create a physical barrier between the two remaining parking rows and the access drive serving the industrial user. 2. A sign plan is developed consistent with the sign ordinance requirements that clearly delineates access and use of the site and separates commercial and industrial traffic to the extent possible. 3. Parking, signage, and other site improvements, including restriping of the parking lots as needed, are completed prior to opening of the facility, in accordance with the updated site plan approvals. 4. Shared use of the total available parking is considered authorized by the Conditional Use Permit for the current and proposed building tenant. Future changes in use will require evaluation of parking demand per ordinance. Compliance with the terms of the City Building Official's letter dated February 26, 2025. 6. Comments and recommendations of other Staff and Planning Commission. 2 2K (3) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-10 ADOPTED this 411 day of March, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By:, — Andrew T41pper, Chair ATTEST: Angela Schu )n , Community Development Director 2K (4) Consideration CUP proposed Entertainment/Recreation Indoor Commercial Facility in 1-2 District PID: 155-018-002080 Ad ress:207 Dundas Rd Legal: Lengthy Created by: City of Monticello 2K (5) Location: 207 ®undas Road Monticello, MN 55362 Conditional Use Permit Active Adventures LLC I (Elizabeth Barthel) a local community morn would love to bring an indoor play space to Monticello for all the children to enjoy! The goal is to beep our children active and have a place to go that all children will enjoy and want to come back to all year around especially with our Minnesota weather. Active Adventures would like to opera an indoor play space for Monticello and surrounding residents to come enjoy. The best space available would be an open large warehouse space. The location available that I would like to use for this business is at 207 Dundas Road, Monticello, MN 55362 MISSION STATEMENT Our mission is to provide a safe, fun, and stimulating environment for children to play, learn, and grow. While fostering creativity, imagination, and social interaction through innovative play structures and activities, Active Adventures creates a memorable experience for families that promotes healthy lifestyles for children of all ages. 2K (6) Overview and Function on the Property: We are proposing the establishment of an indoor playground located at 207 Dundas Rd. Monticello MN 55362. This facility aims to provide a safe and engaging environment for children to play, learn, and socialize, while also serving as a community hub for families. Proven Business Model. I have done extensive research and benchmarking related to the optimum play center business model. As such, I have determined that a parent -supervised facility — is the best strategy for long-term viability and profitability. This approach requires that parents or guardians always supervise their children while in the playground; this ensures that children are being watched and that potential safety issues can be addressed immediately and with minimized liability risk. Market Timincr. Technoloav: The quickly -evolving technology in the industry allows the business to become capitalized with the very latest equipment — both play and facilities equipment — thus providing an immediate advantage over competitors. For instance, the Company will be able to tout the latest equipment designs and concepts (which the kids like) while also leveraging a higher level of safety" market message (which the parents like). Also, as an example of facilities -based technology, Active Adventures will be using key code entry equipment, allowing automatic vetting of paid status and an extra level of security. The importance of building a culture of respect with the parents in terms of understanding both parties' roles in making the environment safe and fun for the kids cannot be overstated. The following items are high -priority initiatives to foster long-term success. • Legal Waivers, Rules, Guidelines: Extremely clear rules and guidelines for parents and children will be a consistent theme throughout every aspect of the facility. Starting with clear and understandable legal terms during membership or drop -in sign-up, there will also be rules regarding appropriate behavior, age restrictions for certain areas, safety guidelines, and liability reminders. Signs containing rule reminders will be posted throughout all areas of the interior of the building. • Regular Maintenance: There will be regular inspection and maintenance of all play equipment and structures will ensure they are in good condition and free from hazards. • Safety Features: Safety features such as soft padding, safety nets, and non -slip surfaces will be installed to prevent injuries. • Security Cameras: Indoor security cameras will be installed to monitor the playground and ensure that everyone is following the rules and guidelines. • Emergency Procedures: Emergency procedures will be in place in case of an accident or injury. This will include having a first aid kit on hand and posting emergency contact information. Also, signage containing on -the -spot guidelines (CPR/First-aid) for any incidents will be present throughout the facility. • Parent Supervision: Parents or guardians must supervise their children at all times while they are in the facility. • Crime Prevention: Outdoor security cameras and adequate outdoor lighting will be installed. A security alarm system will be put in place. There will be regular building inspections. Also, emergency contact info will be posted, and a public phone will be available inside the building. In order to make this happen a large warehouse style location is needed. I understand utilizing this space would not maximize the Employment Opportunity in the community which is not ideal however being such a growing community, families really would love to have a facility like this. I believe that while we do not have much for employment opportunities available at this time, I believe that our new business will positively impact the local economy by attracting customers and 2 2K (7) increasing foot traffic to nearby businesses. Active Adventures would have 1-3 employees. Control access to the business would be utilized. There would be services for employment example cleaning, events, and maintenance. Residents currently travel upwards near 30 miles to be able to go to places like this it is believed that this would bring more business to surrounding establishments. With Minnesota having such questionable weather this would be a place that could be used all year round Purpose of the conditional Use: The indoor playground will operate as a recreational facility designed primarily for children ages 0-15. There will be structures for all different ages. The plan is to have a safe toddler zone, a physical playground structure, plenty of climbing and large motor items, and for those youth that think there is nothing for them, the goal would be to add a special space for them as the business grows and for now ... a timed racetrack! Hours of Operation: We expect to have anywhere from 60 to 100 children visit daily with hours being available from about 8:00 AM until 8:00 PM daily. We expect that our peak time will be on weekends and weekday evenings. Community Benefits and Employment concerns: Attracting Families and Supporting Local Businesses: The Role of an Indoor Playground to Monticello Families are willing to travel up to 30 miles to visit our city's indoor playground, which can have a profound impact on local businesses. Here's how this phenomenon supports our community with the concern of low employment opportunity. 1. Family -Friendly Destination: The indoor playground serves as a significant attraction for families seeking engaging activities for their children. By becoming a go -to destination, it draws visitors who may not have otherwise come to our city. 2. increased Foot Traffic: When families travel to enjoy the indoor playground, they often explore the surrounding area, leading to increased foot traffic for local businesses. As parents look for dining options, shopping, and other entertainment, nearby restaurants, cafes, and shops can experience a noticeable uptick in customers. 3. Cross -Promotion Opportunities: Local businesses can benefit from partnerships with the indoor playground. For example, restaurants might offer discounts to families visiting the playground, while the playground could promote local businesses within its facility. This creates a mutually beneficial relationship that drives more visitors to both the playground and local establishments. 4. Extended Duration of Visits: Families typically spend several hours at an indoor playground, which encourages them to make a day of their trip. This extended duration increases the likelihood that they will patronize local businesses, from lunch spots to specialty shops, thereby enhancing the overall economic activity in the area. 5. Community Engagement: The indoor playground can host events or activities that attract families from outside the city, fostering community connections and encouraging visitors to explore what our city has to offer. This engagement can lead to repeat visits and a growing reputation as a family -friendly destination. In conclusion, while the indoor playground itself may not directly add to employment, its presence can significantly benefit local businesses by attracting families, increasing foot traffic, and creating opportunities for collaboration. This influx can stimulate economic growth and enhance the vibrancy of our community. 3 5 0�- I �e s s 4 r�- 2K (8) Sggnage: Purpose of signage is to effectively promote our facility, guide visitors and enhance the overall experience for families in our community. The signage will help increase visibility for our indoor playground, making it easier for families traveling to our location to find us. This is particularly important for attracting visitors from neighboring communities. We are committed to adhering to all local regulations regarding signage, including size restrictions, placement guidelines, and aesthetic considerations. We will work closely with the relevant city departments to ensure that our signage meets all necessary requirements. Currently the signage is not completed. The signage for our indoor playground is a crucial component of our business strategy aimed at enhancing visibility, guiding visitors and creating a welcoming environment for families. We believe that signage will not only benefit our business but also contribute positively to the community by attracting families and promoting local engagement. Parking Considerations: We understand that adequate parking is a vital aspect of any new business, particularly one that will attract families from both within and outside the city. Designated parking spaces: there are over 30 spaces for sure along the front and side of the building to utilize. We anticipate needing 20 to 30 parking spaces for the expected volume of visitors based on our calculations on an average day and would use collaboration with neighboring businesses to utilize shared parking spaces during peak hours we believe this partnership can enhance parking availability. Peak hours for the playground will be after hours and weekends when neighboring business will not be using parking lots. El T va F� o� 3 M i Az 47 CITY OF Montf6effo February 26, 2025 Re: Active Adventures General Comments PHONE:763-295-2711 Fax:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 The City is not responsible for errors and omissions on the submitted plans. The Owner/ Developer, and Engineer of record are fully responsible for changes or modifications required during construction to meet the City Standards and the applicable Minnesota codes. 1. The Building Official requires the owner to engage and designate a licensed design professional who shall act as the licensed design professional in responsible charge. 2. Where an alteration affects the accessibilityto or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities, parking facilities, and drinking fountains serving the area of primary function. 3. The City requires you install a fire key box on the outside of your building. Please contact the Department of Building Safety/Fire Inspector for these requirements. 4. The City requires address posted on your main entrance (207 Dundas Road Suite 100). 5. Active Adventures to comply with all/any Monticello codes for Ordinance (Blight) & International Property Maintenance Code Ordinance. These items are subject to approval of the Monticello Department of Building Safety. This is a preliminary list of items that need to be addressed. Sin erel Bob Ferguson Chief Building Official/Zoning Administrator www.ci.monticello.mn.us 2K (13) From: Sent: Wednesday, February 26, 2025 10:02 PM To: Development Services Subject: Future Indoor Playground Hello! I feel it would be a great idea to have an indoor playground area for our kids in Monticello. I've brought my son to other Indoor playgrounds and he loves them! It would so nice to have one local, ran by a local mom, who cares and is dedicated to ehat the community wants. I know Liz has been working for hard on this idea and absolutely love it! The kids need a place locally that us parents can bring them to in the colder months and still get their energy out and play with other kids. Thankyou, Heather Schaap Sent from my T-Mobile 5G Device 2K (14) From: Sent: Wednesday, February 26, 2025 8:50 AM To: Development Services Subject: Indoor Playground Support Hello, My name is Felicia Villafan and we have been Monticello community members for the last six years. Myself and my three young children travel to other communities almost weekly to visit indoor play spaces and playgrounds. It was shared that Liz Barthel is proposing an indoor playground in the community. I wanted to write in to tell you how amazing this would be! When we visit other communities, we typically have lunch, do some of our shopping there, and then come home. To have this in Monticello would mean that we could do everything here in our own community. It would be an amazing outlet for our kids, especially during the winter months when it is often very cold outside for toddler play. It would bring opportunities for families to host birthday parties, parent meet ups, and so much fun for the children of our community! I hope that you will consider approving her project as we would love to bring our children to an indoor playground locally! -Felicia Villafan 2K (15) From: Sent: Wednesday, February 26, 2025 7:43 AM To: Development Services Subject: Indoor playground Hello, I am writing this email in full support of an indoor playground in our community. With the cold MN winters our community needs another place to bring our children. We want our kids to be active to remain healthy. Being able to take them to an indoors playground allows them to get out their energy. Dr. Miranda Lepinski O.D.,FCOVD Uptown Eye Care 763-271-2020 2K (16) Sent: Wednesday, February 26, 2025 10:31 AM To: Development Services Subject: Indoor Playground --Advocacy Dear community members, I am writing to express my growing concern about the lack of family -friendly and child -oriented activities available in our community. While our community center is a valuable asset, it currently falls short in providing a sufficient range of options for families with children. Our community is home to a significant number of families who pay taxes and actively contribute to the overall well-being of our town. As residents, we have a right to a voice in how our community resources are allocated and used. I firmly believe that by advocating for an increase in family -friendly activities, we can foster a more vibrant and inclusive environment that benefits everyone. I strongly encourage you to pass approval for projects that will bring benefits to our Monticello community and the families who pay taxes. Please approve such endeavors such as Indoor Playgrounds and environments to promote enrichment for our children. Thank you for your time and consideration. Sincerely, Jesse 2K (17) qepj LICENSED MARRIAGE AND FAMILY TNERAPiSI, MN-BMFF SUPERVISORAND CONSULTANT 0 Confidentiality Not ce: This email is intended for the use of the individual or entity to which it is addressed and may contain information that is privi,eged, confidential, and exempt from disclosure under eppli(able law. If you are not the intended recipient, you must not review, retransmit, convert to hard copy, copy, use, or jisseminote this email or any attachments to it. You must notify us immediote!y and delete this messcge. Failure to do so could result in a violation of state and federal laws. Looking for your client portal? https: / /Jesse-johnson.clientsecure.me/sign-in 2K (18) From: Sent: Wednesday, February 26, 2025 11:44 AM To: Development Services Subject: Support for indoor playground To whom it may concern, I am writing to express my support for the approval of an indoor playground in our community. I strongly believe that such a space would provide numerous benefits for families, offering a safe and engaging environment for children to play, socialize, and stay active year-round. An indoor playground would be a valuable addition to our area, giving parents and caregivers a much -needed recreational option, especially during extreme weather conditions. It would also foster a greater sense of community by creating a welcoming space for families to connect. I hope you will consider approving this project, as it would have a positive impact on the well-being of children and families in our area. Please let me know if there are any further steps I can take to support this initiative. Best regards, Tina Towle Sent from my (phone 2K (19) From: Sent: Wednesday, February 26, 2025 8:29 AM To: Development Services Subject: Support for Monticello indoor playground I fully support Elizabeth Barthel's efforts to provide Monticello with an indoor playground. This playground would be a great option for kids to have an area to be active no matter the weather, which, as we know in Minnesota can be deterring in the winter. It would also be a great place for mothers of young children to socialize and not feel so alone in their journey. I hope you consider her proposal for an indoor playground in Monticello! Thank you! Jen zmuda Sent from my iPhone 2K (20) From: Sent: Wednesday, February 26, 2025 7:50 PM To: Development Services Subject: Support for Proposed Indoor Playground Business Active Adventures Michelle Macagnone February 26, 2025 City of Monticello City Council 505 Walnut Street, Suite 1 Monticello, MN 55362 Subject: Support for Proposed Indoor Playground Business Active Adventures Dear City of Monticello Officials, I am writing to express my enthusiastic support for the proposed indoor playground business in Monticello, Active Adventures. As a mother of young children, I know firsthand how valuable such a facility would be for our community. Monticello is a wonderful place to raise a family, but there is a noticeable lack of safe, climate -controlled spaces where young children can engage in active play year-round. An indoor playground would provide an essential resource for families, offering a place for 2K (21) children to develop motor skills, socialize, and stay active, regardless of the weather. Additionally, it would serve as a welcoming hub for parents to connect with one another, strengthening our sense of community. Beyond the benefits to families, this business would contribute to the local economy by attracting visitors, and supporting other local and small businesses. Many families currently travel to surrounding cities for similar play spaces, and having one right here in Monticello would keep those resources within our community. I strongly encourage the city to support this initiative and recognize the positive impact Active Adventures would have on local families and businesses alike. Thank you for your time and consideration. I look forward to seeing Monticello continue to grow as a family - friendly community. Sincerely, Michelle Macagnone Mother of 4, lifelong Monticello resident and Educator 2K (22) From: Sent: Wednesday, February 26, 2025 9:49 AM To: Development Services Subject: Active Adventures To whom it may concern, I'm writing to you as a new mom of a 1 year old and a new born. When I first heard about active adventures I was so excited! Both of my girls were born in winter as my oldest is not 1 and on the move there isn't many activities in Monticello that I'm able to do with her. The playgrounds are all wet and as great as the community center is there is only one slide she's big enough to do but everything else in the play area doesn't work for her so we are trapped inside which is hard with her and a newborn. Having a indoor play structure that she is able to go on it so important to my family as a parent in Monticello and I know would mean the world to my girl especially as they get older and even more active! Best, Autumn Dodd 2K (23) From: Sent: Wednesday, February 26, 2025 11:28 AM To: Development Services Subject: Active Adventures Hello, I am writing to encourage you to support Active Adventures. Our community greatly needs an indoor space for kids to play, especially with how long our winters tend to be! It would also function as a place to help keep the middle schoolers busy so they can stop wrecking havoc on our local businesses. Many of the surrounding communities have been putting in efforts to improve the amenities available to children and families and I think this would be a wonderful step for Monticello. Mercedes Browe Sent from myT-Mobile 5G Device 2K (24) From: Sent: Thursday, February 27, 2025 9:57 AM To: Development Services Subject: Active Adventures Support Email To whom it may concern, My name is Stacy and I grew up in Monticello. I no longer live locally, but often come back with my children to visit. When I was growing up, there were outdoor parks, a four screen movie theatre and a simple bowling alley to help entertain kids after school, on weekends and in the summer. A lot has changed in the 20+ years since I graduated, but one thing the local community does not have is an indoor playground. Indoor playgrounds have been becoming more and more popular for the last 10 years or so and we have visited quite a few. They are an excellent way to burn energy for the tittles, especially in weather conditions that prevent outdoor play. I am writing today to show my support for this indoor playground and hope to be able to visit it later this year when it is up and running. Thankyou, Stacy Goodwin City Council Agenda: 3/24/2025 2L. Consideration to approve a Conditional Use Permit for a proposed Auto Repair -Minor Facility in a B-4 (Regional Business) District and Conditional Use Permit for Cross Access and Parking. Applicant: Steven McCleary c/o RA Smith, Inc. Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, Stephen Grittman, 3/24/2025 ❑ Regular Agenda Item City Planner Reviewed by: Community Development Director, Community and Economic Development Coordinator, Chief Building Official ACTION REQUESTED Approved by: City Administrator Planning Commission unanimously recommends approval of both Conditional Use Permit actions. Motion to approve a Conditional Use Permit for a proposed Auto Repair -Minor facility in a B-4 (Regional Business) district subject to conditions in Exhibit Z and based on findings in Resolution PC-2025-11 and approve a Conditional Use Permit for Cross -Access and Parking subject to conditions in Exhibit Z and based on findings in Resolution PC-2025-12 for Lot 1, Block 2, Church of St. Henry 1st Addition. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 2, Church of St. Henry 1st Addition PID #: 155-215-002010 Planning Case Number: 2025-06 Request(s): 1. Conditional Use Permit for a proposed Auto Repair -Minor Facility in a B-4 (Regional Business) District 2. Conditional Use Permit for Cross Access and Parking Deadline for Decision: April 12, 2025 (60-day deadline) June 11, 2025 (120-day deadline) Land Use Designation: Regional Commercial Zoning Designation: B-4 Regional Business City Council Agenda: 3/24/2025 Overlays/Environmental Regulations Applicable: Freeway Bonus District Current Site Uses: Vacant Surrounding Land Uses: North: Institutional (zoned R-1) East: Commercial — (zoned B-4) South: 1-94 West: 71" Street Project Description: The project proposal is for a Conditional Use Permit in a B-4, Regional Business District, to construct and operate a minor auto repair facility consisting of a tire retail service center and a Conditional Use Permit for cross -access and parking. The applicants indicate the use exclusively sells and installs tires. No other auto services are provided as a part of the facility. ANALYSIS: The project is proposed as a Discount Tire facility, consisting of a 7,020 square foot building with a series of service bay doors facing south (facing the 1-94 frontage), and a primary customer entrance to the east. Circulation around the building is designed for two-way traffic. Zoning. The subject site is zoned B-4 (Regional Business). In the B-4 District, Auto Repair -Minor services facilities require a Conditional Use Permit. The review of this parcel will rely on the conditions listed for facilities of this type as required by the B-4 zoning. The proposed auto service consists exclusively of tire sales and installation — services that are customarily appointment -based and/or provided to customers while they wait on site. Any vehicles that are onsite overnight can occupy parking spaces without raising concerns over outdoor storage or unrepaired vehicles. No overnight parking or storage of unrepaired vehicles is a condition of approval. Site Design. The building plan includes a sales and lobby area within the easterly quarter of the building, with the remainder dedicated to service and storage. Service bays are accessed from the south side of the building, and vehicles exit through those same doors. A trash enclosure is located to the west side of the parcel. Used tires are stored inside until pickup — no outside storage is proposed. The proposed project is served by 71" Street which serves as the primary commercial access road between Fallon and Fenning Avenues. The subject property is south of 71" Street and will gain its access via a shared driveway from the adjoining property to the east. That parcel is part of the Union Crossings plat and includes a cross -access requirement for this site as part of their City Council Agenda: 3/24/2025 CUP. The applicants propose a second access direct from 7th Street near the west end of the subject parcel. Circulation. Traffic will enter the site via one of two driveways from either shared access to the east, or direct access from 7th Street on the west. Traffic can circulate to either of the parking bays along the north or east sides of the parcel to access the primary customer entrance on the east side of the building. Regarding pedestrian access, the applicant is required to construct a 6' concrete sidewalk from the northeasterly parking bay across the northern edge of their property to their easterly property line. This is in support of the City's goal of pedestrian walks on both sides of collector routes. Cross -Access. The City's code requires a Conditional Use Permit for commercial properties that propose to share access. The proposed CUP incorporates that requirement. For this site, cross access was a requirement of the approvals granted to the underlying plat including this lot and built into the design for 7th Street at the time of its design and construction. The proposed Discount Tire site proposes to share access with the adjacent clinic to the east, which was a requirement of the CUP required for the clinic as noted above. Parking. The site plan includes 41 parking spaces arrayed around the building, including 2 accessible spaces along the south edge of the site. The parking breakdown for the use, based on the City's requirements at 8 spaces, plus 1 space/800 square feet of building area, results in a total requirement of 17 spaces. One of the aspects of auto service (auto minor repair) is a limitation on the outdoor storage of unrepaired vehicles and repaired vehicles awaiting pick up by customers. A portion of the parking and circulation area for the site lies within the City's drainage and utility easement. An encroachment agreement will be required for these improvements to be located within the easement. Building Materials. The submissions illustrate the building elevations for all four sides. The building drawings show a perimeter comprised of decorative concrete block, with two primary colors around the building, in addition to extensive glass entry along the south and southeast exposures. These materials meet City code requirements. Staff notes the building wall along 7th Street incorporates the two colors of block, but no glass or other materials, resulting in the appearance of this exposure as the "back" of the building. The plans show a wall sign in the west corner of the building wall. Staff recommend that additional architectural features be considered for this exposure to avoid the impression given by the current design. Possible considerations would be additional glass to create false window features, or other design alternatives to this primary street exposure. The plans show a trash enclosure consisting of concrete block similar to that of the building materials. The location is near the west boundary of the site, proposed to be 6 feet in overall City Council Agenda: 3/24/2025 height. Any waste/trash materials in this area should be no higher than the 6-foot-tall wall. The proposed landscaping (a row of evergreen shrubs and perennial ornamental grasses) should help screen this area from view, which is the primary exposure to the public street. Landscaping. The site is well landscaped and is consistent with the planting totals required of B- 4 commercial uses and parcels. The code requires 10 ACI of canopy tree planting per acre, and 2 shrubs per each 10 feet of building perimeter. The subject property is approximately 2 acres in area, and the building has approximately 354 feet of perimeter wall. This results in a minimum requirement of 20 ACI of canopy tree planting and 70 shrubs. For the proposed site, the plan shows 15 new canopy and/or evergreen trees internal to the site, for a total of 35 ACI. The plans also show 70 shrubs on the site, along with significant levels of perennial planting. Although not regulated, the plans estimate green space (non -impervious) at slightly more than 50% of the property, a higher level than many commercial properties. Site circulation requirements likely influence this percentage. Signage. The applicants provided information related to on -site signage including both free- standing and wall signage. The site has two frontages and is located within the Freeway Bonus District. The site is eligible for two free-standing signs, one of which must be a monument sign. The applicant is proposing both a monument and free-standing pylon sign. The monument sign located along 7t" Street meets ordinance standards for both height and area at less than 14' in height and less than 100 square feet in area. The second free-standing sign is a pylon sign located along the 1-94 frontage. The sign meets the Freeway Bonus District height of 32' and the area maximum of 200 square feet. The pole structure for the sign is required to be wrapped in materials consistent with the code. The applicant is required to execute an encroachment agreement for the location of the pylon sign within the City's existing drainage and utility easement. It is also recommended that the applicant shift the sign per the City Engineer's recommendations to avoid proximity to the utilities within the easement, to a location approximately 15' from the property line. The applicant also proposes to display a wall sign on three of the building's four sides. The allowable wall sign area for this building, counting two frontages, would be approximately 690 square feet. Lighting. The applicants included a lighting plan with the CUP package. There is limited light spread onto adjoining property lines, but no violation of commercial lighting requirements. The plan must show pole lighting to be no higher than 25 feet, per maximum code allowance. All such lighting is required to be downcast and hooded to avoid direct glare and view of the light source. City Council Agenda: 3/24/2025 General Review Criteria. As noted above, while the CUP incorporates the consideration of the specific provisions that would normally be required, specific conditional use permit standards are listed below, with a staff comment for each element. (i) The use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: As an allowed use in the district, and with the conditions identified, there is no reason to believe that there will be any negative impacts on neighboring property values. (ii) The use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The site is contained and meets the general standards of the zoning ordinance. No detrimental impacts are foreseen. (iii) The proposed use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: The site plans show consistency with the district requirements, and with the cross -access aspects of the adjoining project site. (iv) The use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. Staff Comment: The site is an allowed use, and its utility impacts are included in the City's planning for the Regional Commercial district. Moreover, the site relies on the existing access plan both for shared and public access. The project was designed to fit into the transportation planning requirements of the City. (v) The use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: Adequate parking is provided per code, and the site plan accommodates the more than common requirements for this type of use. (vi) The use will not result in any nuisance including but not limited to odor, noise, or sight pollution. Staff Comment: The project complies with the requirements of the code and should not create nuisances. The waste storage area is enclosed with landscaping. (vii) The use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. City Council Agenda: 3/24/2025 (viii) The use will adhere to any applicable additional criteria outlined in the Zoning Ordinance for the proposed use. Staff Comment: The applicants designed the site to illustrate compliance with the requirements and intent of the zoning ordinance. The building materials, landscaping plan, and trash enclosure — are consistent with, or exceed, the City's requirements. However, the building design and orientation results in a view of the building from 7th Street, the primary commercial access roadway, to what looks like the back of the building. Additional architectural elements on this wall would benefit the site and help make it more consistent with the development of the commercial area along 7th Steet. With the remaining notes found in Exhibit Z of the staff report, the project is consistent with zoning standards. Budget Impact: The applicant submitted an escrow with their land use application that is used to cover the costs of review of the application, including staff and consulting time. II. Staff Workload Impact: Staff time in the review of application included Community Development and Engineering staff, estimated at 8 hours in total. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan states a goal for "Successful Commercial Centers and Corridors" that "can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture." This development proposal supports the continued development of the regional commercial area along 7th Street east. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the proposed CUP requests and held a public hearing on the items during its regular meeting on March 4, 2025. Todd Mosher, applicant representative, addressed the Commission. Mr. Mosher confirmed that pursuant to the conditions of approval, they would work on architectural improvements to the 7th Street side of the proposed building. No other public comment was offered during the public hearing. During review, the Council liaison to the Commission verified that adequate turning of large vehicles on site could be accommodated. Staff confirmed the applicant had provided a turning radius exhibit that demonstrated compliance with City requirements. Following discussion, the Commission recommended approval of both conditional use permit requests. City Council Agenda: 3/24/2025 STAFF RECOMMENDED ACTION Staff recommend approval of the Discount Tire Center Conditional Use Permits for the Auto Repair -Minor use and the cross access and parking. The plans are consistent with the B-4 Zoning District, and the land use plans for the area. This recommendation is supported with the comments and conditions identified in Exhibit Z. SUPPORTING DATA A. Resolution PC-2025-11 B. Resolution PC-2025-12 C. Aerial Site Image D. Applicant Narrative E. Certificate of Survey F. Plans, Including: a. Site Plan b. Grading Plan c. Utility Plan d. Site Landscaping Plan e. Location Map G. Building Elevations H. Sign Plans I. City Engineer's Letter, dated February 26, 2025 J. Chief Building Official's Letter, dated February 25, 2025 Z. Conditions of Approval City Council Agenda: 3/24/2025 Conditions of Approval Conditional Use Permit — Discount Tire Lot 1, Block 2, Church of St. Henry 1st Addition, 155-215-002010 1. The applicant provide architectural treatment and detail to the 7t" Street exposure of the building as noted in this report, such as glass or other facade detail. 2. The project, including site landscaping, is constructed and maintained in substantial conformance with the Final approved plans and other applicable code requirements, as may be amended. 3. The applicant executes and record the required cross -access and other shared - use agreements with the neighboring property. 4. No open or outdoor storage of unrepaired vehicles is permitted on site. 5. The applicant verifies that all rooftop mechanical equipment will be screened from adjoining property or travelled streets. 6. No accumulations of trash or waste shall be permitted to extend higher than the screening fence surrounding the trash facilities. 7. The pole structure for the pylon sign is required to be wrapped in materials consistent with the code and relocated consistent with the City Engineer's recommendations. 8. A 6' concrete public sidewalk is required to be constructed on the northeasterly portion of the site per the City Engineer's recommendation. 9. A stormwater maintenance agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 10. An encroachment agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 11. Compliance with the terms of the City's Engineering Staff letter and plan comments dated February 26, 2025. 12. Compliance with the terms of the City Building Official's letter dated February 25, 2025. 13. Comments and recommendations of other Staff and Planning Commission. 2L (1) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-11 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A MINOR AUTOMOBILE REPAIR FACILITY IN A B-4, REGIONAL BUSINESS DISTRICT WHEREAS, the applicant has submitted a request for a Conditional Use Permit for a minor automobile vehicle sales/rental facility; and WHEREAS, the proposed facility would occupy an undeveloped parcel in the neighborhood of other commercial, institutional, and residential property; and WHEREAS, the site is zoned Regional Business (B-4), which allows such use as an accessory use by Conditional Use Permit; and WHEREAS, the proposed use comply with the various requirements and standards of the applicable Zoning regulations; and WHEREAS, the general land use would be consistent with the long term land use plan for the City and the location, including the designation of the site for "Regional Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use facilitates long term use of the site for uses in the B-4 zoning district; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on March 4th, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for minor automobile repair facilities found in the zoning ordinance. 2L (2) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-11 The applicant has provided plans demonstrating that the use will improve long- term use of the site for uses in the subject zoning district and Comprehensive Plan land use category. 3. The parcel is intended for commercial uses, which is the proposed use of the property. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district, subject to the additional site improvements as required by City approval. 5. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for Auto Repair -Minor, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. The applicant provide architectural treatment and detail to the 7t" Street exposure of the building as noted in this report, such as glass or other fagade detail. 2. The project, including site landscaping, is constructed and maintained in substantial conformance with the Final approved plans and other applicable code requirements, as may be amended. 3. The applicant executes and record the required cross -access and other shared -use agreements with the neighboring property. 4. No open or outdoor storage of unrepaired vehicles is permitted on site. 5. The applicant verifies that all rooftop mechanical equipment will be screened from adjoining property or travelled streets. 6. No accumulations of trash or waste shall be permitted to extend higher than the screening fence surrounding the trash facilities. 7. The pole structure for the pylon sign is required to be wrapped in materials consistent with the code and relocated consistent with the City Engineer's recommendations. 2 2L (3) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-11 8. A 6' concrete public sidewalk is required to be constructed on the northeasterly portion of the site per the City Engineer's recommendation. 9. A stormwater maintenance agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 10. An encroachment agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 11. Compliance with the terms of the City's Engineering Staff letter and plan comments dated February 26, 2025. 12. Compliance with the terms of the City Building Official's letter dated February 25, 2025. 13. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 4t" day of March, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Andrew T" r, Chair ATTEST: Angela'A*ommunity Development Director 2L (4) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-12 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A CROSS -ACCESS AND PARKING IN A B-4, REGIONAL BUSINESS DISTRICT WHEREAS, the applicant has submitted a request for a Conditional Use Permit for a minor automobile vehicle sales/rental facility, including site design for cross -access and parking; and WHEREAS, the proposed facility would occupy an undeveloped parcel in the neighborhood of other commercial, institutional, and residential property; and WHEREAS, the site is zoned Regional Business (B-4), which allows such use as an accessory use by Conditional Use Permit; and WHEREAS, the proposed use comply with the various requirements and standards of the applicable Zoning regulations; and WHEREAS, the general land use would be consistent with the long term land use plan for the City and the location, including the designation of the site for "Regional Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on March 4th, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for minor automobile repair facilities found in the zoning ordinance. 2. The applicant has provided plans demonstrating that the use will improve long- term use of the site for uses in the subject zoning district and Comprehensive Plan land use category. 3. The parcel is intended for commercial uses, which is the proposed use of the property. 2L (5) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-12 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district, subject to the additional site improvements as required by City approval. 5. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. 6. The cross -access design will support the City's transportation objectives for safety and circulation. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for cross -access and parking, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: The applicant provide architectural treatment and detail to the 7th Street exposure of the building as noted in this report, such as glass or other fagade detail. The project, including site landscaping, is constructed and maintained in substantial conformance with the Final approved plans and other applicable code requirements, as may be amended. 3. The applicant executes and record the required cross -access and other shared -use agreements with the neighboring property. 4. No open outdoor storage of unrepaired vehicles is permitted on site. 5. The applicant verifies that all rooftop mechanical equipment will be screened from adjoining property or travelled streets. 6. No accumulations of trash or waste shall be permitted to extend higher than the screening fence surrounding the trash facilities. 7. The pole structure for the pylon sign is required to be wrapped in materials consistent with the code and relocated consistent with the City Engineer's recommendations. 8. A 6' concrete public sidewalk is required to be constructed on the northeasterly portion of the site per the City Engineer's recommendation. 2 2L (6) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-12 9. A stormwater maintenance agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 10. An encroachment agreement for the sign and parking areas within the City drainage and utility easement is required to be executed and recorded. 11. Compliance with the terms of the City's Engineering Staff letter and plan comments dated February 26, 2025. 12. Compliance with the terms of the City Building Official's letter dated February 25, 2025. 13. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 41h day of March, 2025 by the Planning Commission of the City of Monticello, Minnesota. ATTEST: Angell MONTICELLO PLANNING COMMISSION By: Andrew Taper,GChair city Development Director 3 2L (7) Consideration CUP Proposed Auto Repair -Minor in B-4 District & CUP for Cross Access and Parking PID: 155215002010 Address: 1300 7th St E Legal: L1, Blk 2 Created by: City of Monticello f 1 c 55215001010 ., 4k lob 155215 �rH sr E �r 4r ' "" �"" 155215002010 j . 155178 �� •2 15521►2001010 j 155R 155 2001020-"' 155085001'01'0 i N 2L (8) raSm'lth CREATIVITY BEYOND ENGINEERING January 31, 2025 R.A. Smith, Inc. 1245 East Diehl Road, Suite 102 Naperville, IL 60563-4816 (630) 405-5722 1 rasmith.com On behalf of Halle Properties, L.L.C., R.A. Smith, Inc. is pleased to present the attached material for Discount Tire store to be located at 1300 7th Street East. Physically the proposed building will be 7, 020 square feet in size, 26' in height with a showroom facing southeast, with three overhead doors facing southwest, behind which will be six service bays. New tire storage is indoors via a racking system adjacent to the service bays and in a mezzanine above the bays. Used tire storage is segregated in its own storage area and no tires are stored outside. Generally new tires are delivered twice a week via a tractor trailer, and used tires are removed twice a week by a local recycling contractor using a box truck. Discount Tire only sells, installs and services tires and wheels. No automotive repair, oil changes or body work is ever done at a Discount Tirelocation. The focus is solely on tires, wheels and world class customer service. As a benefit to the general public, this store will provide complimentary air checks for any driver who pulls in and requests the service. The location on 7th Street that Halle Properties has selected meets their internal site selection criteria and will be complimentary to nearby commercial developments. With limited business hours and low traffic volumes, open Monday to Friday from 8 AM to 6 PM and Saturday from 8 AM to 5 PM, it's anticipated that the proposed store will not have a negative impact on traffic. Staffing for this store is typically 6-8 sales/managerial and 8-12 technicians, with the busiest shifts being on Friday and Saturday. The site is designed to accommodate employee vehicles as well as those of customers dropping their vehicles off for service and those who elect to wait to have their tires installed. At your convenience, R.A. Smith will be more than happy to answer any questions or comments. Respectfully, Steven McCleary Site Development Specialist Brookfield, WI I Milwaukee, WI I Appleton, WI I Madison, WI I Cedarburg, WI Naperville, IL I Irvine, CA 2L (9) rnSmith Discount Tire MINIM 13072 — Monticello, MN Page 2 / January 31,20225 Conditional Use Permit Approval Criteria If granted the conditional use to allow for the operation of the proposed Discount Tire store will not substantially diminish or impair property values within the immediate vicinity of the property. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the property. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. If granted the conditional use to allow for the operation of the proposed Discount Tire store will provide adequate parking and loading spaces, and all storage on the site can be done in conformance with municipal code requirements. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not result in any nuisance including but not limited to odor, noise, or sight pollution. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. If granted the conditional use to allow for the operation of the proposed Discount Tire store will adhere to any applicable additional criteria outlined in Sections 153.091 and 153.092 of the Monticello Zoning Ordinance for the proposed use. 2L (10) raSm'lth CREATIVITY BEYOND ENGINEERING January 31, 2025 R.A. Smith, Inc. 1245 East Diehl Road, Suite 102 Naperville, IL 60563-4816 (630) 405-5722 1 rasmith.com On behalf of Halle Properties, L.L.C., R.A. Smith, Inc. is pleased to present the attached material for Discount Tire store to be located at 1300 7th Street East. Physically the proposed building will be 7, 020 square feet in size, 26' in height with a showroom facing southeast, with three overhead doors facing southwest, behind which will be six service bays. New tire storage is indoors via a racking system adjacent to the service bays and in a mezzanine above the bays. Used tire storage is segregated in its own storage area and no tires are stored outside. Generally new tires are delivered twice a week via a tractor trailer, and used tires are removed twice a week by a local recycling contractor using a box truck. Discount Tire only sells, installs and services tires and wheels. No automotive repair, oil changes or body work is ever done at a Discount Tirelocation. The focus is solely on tires, wheels and world class customer service. As a benefit to the general public, this store will provide complimentary air checks for any driver who pulls in and requests the service. The location on 7th Street that Halle Properties has selected meets their internal site selection criteria and will be complimentary to nearby commercial developments. With limited business hours and low traffic volumes, open Monday to Friday from 8 AM to 6 PM and Saturday from 8 AM to 5 PM, it's anticipated that the proposed store will not have a negative impact on traffic. Staffing for this store is typically 6-8 sales/managerial and 8-12 technicians, with the busiest shifts being on Friday and Saturday. The site is designed to accommodate employee vehicles as well as those of customers dropping their vehicles off for service and those who elect to wait to have their tires installed. At your convenience, R.A. Smith will be more than happy to answer any questions or comments. Respectfully, Steven McCleary Site Development Specialist Brookfield, WI I Milwaukee, WI I Appleton, WI I Madison, WI I Cedarburg, WI Naperville, IL I Irvine, CA 2L (11) rnSmith Discount Tire MINIM 13072 — Monticello, MN Page 2 / January 31,20225 Conditional Use Permit Approval Criteria If granted the conditional use to allow for the operation of the proposed Discount Tire store will not substantially diminish or impair property values within the immediate vicinity of the property. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the property. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. If granted the conditional use to allow for the operation of the proposed Discount Tire store will provide adequate parking and loading spaces, and all storage on the site can be done in conformance with municipal code requirements. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not result in any nuisance including but not limited to odor, noise, or sight pollution. If granted the conditional use to allow for the operation of the proposed Discount Tire store will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. 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HENRY IST ADDITION, Wright County, Minnesota. 2S8 o F�FRSI \\ \x959.4 D 60.s s\ xgs FQ q T \ \ V A F \ x 9so. 2 D \ \ o 956.9 x x 957.5 '�cFs /cyw x�7:4 \ � �x 9ss.7 � \ x 957.2 x 957.8 TIC 958.0 � _ PLAT RECORDING INFORMATION Q00 S36 ss I I \ \ x959.5 D\ x 02 \ \� \ TSAN OP 958.E �\�� x 960.3 960.5 x 9583 \ x 956.8 I INV=913.9 aQ The plat of CHURCH OF ST. HENRY IST ADDITION was filed of record on December 10, 2009, as Document No. 27401. xN7.7 \ 957.1 LP •ry �, �� 'qy x957.4 TITLE COMMITMENT \ \ 9592 \ 960.0 BM#2 �J J \ x 960.3 \ SCR/BED 'X'- 95985 FT. \ X 957.8 957.8 \ \ x 957. I SO(�3;7�7PL First American Title Insurance Company, Issuing agent TitleSmart, Inc., Commitment for Title Insurance Commitment 4/0 \ p \ T5 No. 294604, commitment date November 07, 2024, was relied upon as to matters of record. \ xsss.7 \ 9 7.5 p ss / x 957.2 x 957.4 �- \ -*c� g \9 x96 . \ y \ 1 J \P C x 957.8 J Schedule B Exceptions: \ I / y x 9s9.6 GC`� x 957.4cB / �/ /�j//V/ T / MAP TOP=956.8 O Exceptions are indicated on survey with circled numbers unless otherwise noted. Items not listed below are standard x-95 7\ s59-6 o \ 59.1 57.3 INV=952.9 9 1 exceptions and/or are not survey related. \ Foy3 c ,yq/Tye_ /Ro �\ S-M s s Mpro p x 959.7 \ x�9J7 �\ \ ¢'�e/ 6.) Subject to drainage and utility easements as shown on the recorded plat. (shown on survey) ss9.8 S/TE \ x 959.6 8.) There is an easement for slopes, cuts and fills, over that part of the property which is adjacent to the \ x959.9\ \ street or alley, as shown by Document No. 15861, which does not materially affect the improvements. x958.\ x sss.s \ (it is not on, or does not touch, the surveyed property) \ \9.) Terms and conditions of Agreement Relating to the Transfer and Development of Real Property described in x 958.5\ \ c Document No. 15740. NFL. (Easements recited in Doc. No. 15740 are not on, or do not touch, the surveyed property) 10.) Terms and conditions of Certification of Resolution No. 2005-105 vacating drainage and utility easement within Outlot B as stated in Document No. 26625. (The Drainage and Utility easement across all of Outlot B has been vacated) 11.) Subject to a limitation of right of Access to Highway 94 as set forth in Book 258 of Deeds, Page 536-556. (shown on survey) GENERAL NOTES 1.) Survey coordinate basis: Wright County System NAD83 (1986 adjustment) 2.) "No Buildings Observed" on the surveyed property in the process of conducting the fieldwork. 3.) Adjoining ownership information shown hereon was obtained from the Wright County Property Tax Information web site. 4.) [ ] Bearings and/or dimensions listed within brackets are per plat or record documents. UTILITY NOTES 1.) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. In addition, Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete response. Where additional or more detailed information is required, excavation and/or a private utility locate request may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket numbers 243371065, 243371342 and 243371683. 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of utilities prior to any excavation. FLOOD ZONE NOTE 1.) The subject property appears to lie within Zone X (Areas determined to be outside the 0.2% annual chance floodplain) per the National Flood Insurance Program, Flood Insurance Rate Map No. 27171C0170D, dated June 20, 2024, Community No. 270534. This information was obtained from the FEMA Map Service Center web site. PARKING No designated parking spaces were observed on site. AREA 88,715 square feet or 2.037 acres LIST OF POSSIBLE ENCROACHMENTS The following list of possible encroachments is only the opinion of this surveyor; should not be interpreted as a legal opinion and should not be interpreted as a complete listing. �A Possible encroachments are indicated on survey with boxed letters as listed below. None Observed LEGEND 0 Denotes iron monument set marked with P.L.S. No. 44900 • Denotes found iron monument BTL Denotes beavertail curb CB Denotes catch basin CBX Denotes communication box CCFRPM Denotes centrifugally -cast, fiberglass -reinforced, polymer mortar pipe DIP Denotes ductile iron pipe FES Denotes flared end section HCR Denotes disabled ramp HHC Denotes communication handhole HHF Denotes fiber optic handhole HYD Denotes fire hydrant INV Denotes structure invert LA Denotes landscaping LP Denotes light pole (P) Denotes per plan PEP Denotes polyethylene pipe PVC Denotes polyvinylchloride pipe RCP Denotes reinforced concrete pipe SAN Denotes sanitary manhole SAN S Denotes sanitary sewer SB Denotes soil boring SMH Denotes storm manhole ST S Denotes storm sewer STA Denotes survey control station TAD Denotes truncated domes plate TC Denotes top of concrete curb TICS Denotes traffic control sign UGC Denotes underground communication line W Denotes water line WV Denotes water valve COT Denotes Cottonwood tree MPL Denotes Maple tree BENCHMARKS (BM) (NAVD 88) 1.) Top of top nut of fire hydrant 93+/- feet east of the northeast corner of subject property on the south side of East 7th Street. Elevation = 958.30 feet 2.) Top of light pole base with scribed "X", 88+/- feet northeast of the southeast corner of subject property on the west side of the parking lot to the east. Elevation = 959.85 feet 3.) Top of light pole base with scribed "X" on the first light pole north of East 7th Street on the west side of the east entrance to St. Henry's Church. Elevation = 954.92 feet SURVEY CONTROL STATIONS POINT NO. NORTHING EASTING ELEVATION 3100 215777.988 526855.316 954.20 3101 215784.791 526450.318 954.38 3102 215747.192 526204.099 960.11 3103 215433.802 526867.455 959.21 \ NO SCALE A SURVEYOR I S CERTIFICATION To Halle Propoerties, LLC, First American Title Insurance Company and TitleSmart, Inc.: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items I, 2, 3, 4, 5, 7(a), 7(b)(1), 8, 9, 1 1(a) and 13 of Table A thereof. The fieldwork was completed on December 17, 2024. Date of Plat or Map: 31st day of December, 2024. ;%%% J. CA/� SUNDE LAND SURVEYING, LLC. Q'•••LICENSED••% = = LAND = SURVEYOR N� 44900 ••rA�Q': Arlee J. Carlson, L.S. inn. Lic. No. 44900 cOF MINN.�', ( Revision I By I Date ) ( I JUD Drawing Title: a AL TA /NSPS LAND T/TLE SURVEYFOR.- raSmith, Inc. Of Future Discount Tire, Monticello, MN SUNDE Main Office: 9001 East Bloomington Freeway (35W) •Suite 118 Bloomington, Minnesota 55420-3435 LAND SURVEYING 952-881-2455 (Fax: 952-888-9526) www.sunde.com 30 0 30 60 2 Project2024-146 Bk/Pg: 1059122 Date: Township: 12/ Range: 25 Section:/3 121.3112024 SCALE IN FEET File:2024/4600/.dwg Sheet: 1 of 1 2L (13) o- LP CHURCH OF S T LOT W i I 0 z m F 8/ T U M/ N O US OUND / . W W �S S•QP �p°N "7 J.� 233 W W W W,( W W \ a SITE & PAVING NOTES HENRY I S T HL OCK I A DDl RON 14Sr R--540.00 o 110.0i _ _ PROPOSED W W W W W W�� y�W W W' T o• A., �. - W W z • - •.-� ._ . RETAINING WALL \U p,W F/ W W W W W W W W W W �'- +k� � W Y�� W W W W W W W W W W W �- W �►� 'I`--+Y -AIL W W W W W LM W � +� � �� 1�C (PUBLIC ROAD) 71N gb1t=1 B I T U M IN O U S Cy.^/�WW,W WWWWW WWWWWW WWWWWW W W W WWWWW WWWWW W W.�. 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ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL IMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH MINNESOTA ADA STANDARDS. 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. SITE DATA SOFT AC COVERAGE PARCEL AREA 88,714 2.04 EXISTING BUILDING AREA 0 0.00 0.0% EXISTING PERVIOUS AREA 88,714 2.04 100.0% EXISTING HARDSCAPE AREA 0 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 44,706 1.03 50.4% PROPOSED HARDSCAPE AREA 36,988 0.85 41.7% PARKING CALCULATIONS PROVIDED STANDARD SPACES 39 PROVIDED ACCESSIBLE SPACES 2 PROVIDED TOTAL SPACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP WITH 2.0' OVERHANG 90• SPACE (STANDARD) TOTAL REQUIRED PARKING SPACES 13 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 REQUIRED LOADING SPACES 1 PROVIDED LOADING SPACES 1 W`� \ *TRASH+ENZLQ y. + + d. W\W W W W �• ,F 6. 0, + W\ W W W W�O'`� W W W W W W W HEAVY DUTY CONCRETE /,020 S.F. 80, W W W W W /ro W W W W W W W PAVEMENT (TYP.) 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THE LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON TH/S PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND U77LITY /NSTALLA77ONS W/THIN THE PROJECT AREA THAT ARE NOT SHOWN. DRIVE OPENING .SET SCRI�. IN CONCRETE GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUCTURE FOR MANHOLES PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE THERE /S AN ENDWALL. R.A.SM177, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL TERA T7ONS MADE TO TH/S PLAN W17HOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SM/TH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W/THOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF R.A.SM/TH, INC. Z O fy U Ln w 0 w Q 0 -0 cm 0 0, LO L6 O 0 a E as Ln O " o E Z W c Z Q W Q L W 19 V M 5r z z 2 0 J LU J W V F- Z D O 0 U z Q J a. 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ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING REPRESENT FACE OF CURB. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. 3. ALL CURB RADII ARE MEASURED TO FACE OF CURB. CURB RADII ARE 3' UNLESS OTHERWISE NOTED. 4. ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL IMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH MINNESOTA ADA STANDARDS. 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. SITE DATA SOFT AC COVERAGE PARCEL AREA 88,714 2.04 EXISTING BUILDING AREA 0 0.00 0.0% EXISTING PERVIOUS AREA 88,714 2.04 100.0% EXISTING HARDSCAPE AREA 0 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 44,706 1.03 50.4% PROPOSED HARDSCAPE AREA 36,988 0.85 41.7% PARKING CALCULATIONS PROVIDED STANDARD SPACES 39 PROVIDED ACCESSIBLE SPACES 2 PROVIDED TOTAL SPACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP WITH 2.0' OVERHANG 90` SPACE (STANDARD) TOTAL REQUIRED PARKING SPACES 13 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 REQUIRED LOADING SPACES 1 PROVIDED LOADING SPACES 1 LEGEND PROPERTY LINE PROPOSED 18" CURB & GUTTER HEAVY—DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK PROPOSED GREENSPACE STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT PROPOSED ACCESSIBLE PAVEMENT MARKING 10 STALL PARKING COUNT C7 PROPOSED LIGHT POLE ON CONCRETE BASE (SEE 1 PHOTOMETRIC PLAN) ADA PARKING SIGNS Wes... PROPOSED PYLON SIGN tigMp o� SON ¢�4 a, N Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES IN ACCORDANCE KITH THE CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLUTION CONTROL AGENCY (MPCA) STORMWA TER MANUAL, LATEST EDITION, THE MOST STRINGENT TO APPLY. THE LOCH TIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY /NSTALLA TIONS WI THIN THE PROJECT AREA THAT ARE NOT SHOWN. GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVATIONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUCTURE FOR MANHOLES. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE THERE IS AN ENDWALL. R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SMITH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANY MANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF R.A. SMI TH, INC. Z O U N Lv 0 H a 0 0 00 0 co .0 0, y J D O 0 O E Lo O m _ 0 v r v 0 -0 v�R Z W W Z ■ � t9 ti M r z z 2 p J W J W V F_ Z z D 0 O U W z a J IL W F / c 0 M< U c o— O J Q - L M z S5 __0 M U Y O O m �NP0 PRE�o FOG \pN Goo S�R� © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER C300 N:\3240268\Dwg\Sheets\3240268-SP01.dwg, 1/28/2025 2:17:44 PM, DWG To PDF.pc3 2L (15) LP CHURCH OF S T HENRY I S T A DDl ROV LOT I �STO� v � �' BL OCK I co i \ O \ / z / \ \STo � ♦ ♦ - -�_- , � / / `\ \ `♦ m S To o�� U S ♦♦♦ 954 (PUBLIC ROAD) CO - - - 1 \ 48r S To ` \ _` I �♦ \ 5 .25 - -STO -STO Q' STO STO STO STO STO STO ` \ W- - - 4- -W- ♦ ♦ Q.,� _ t� 953.80t _ _ _ _ 95� sTo B I T U M I N 0 U 5, s� •`� '\ ' STO- STO -S S8B17IB''J8'� - \ sTo \sue Q ♦ s_"'_ - 955 R$.?40.00 �� -4'cas ( - - - - .._. � sTo - - ` �5� _ _ - 954H�8.97-sro -t - -s o --9� _�. 955.45 0 N - __� - -�__ \ S � I \ - �-s-ro - c 4.95- _ - ---ucc "�- cd " - - - - ^l 'r s - �q/ J5 i --�� -_Fo _ F ' 954 �� - c _ _ 4'ca s (P� \ \ 956.85 i956.90L ---cam - -- --- - �c / hlvc r - 9S � / j f ' _ 956_35-- 956�6 - __- 95b - �- - �c� (Pl - - aS DRIVE OPENING / __ _ S� / / / /- r J 7e , - i y� .- 953 954 5 95 = - - - - - �o F� �_' I SETS,- _ 95 S'88t71B"17'Z�' 187.52 __ !� Utty IN BETE / 951 J 57.05 To- 95 %� \ /..r f, Q Q RIM 956.20 - e / / / / <v/ -uR AGE AND UTILI777 9St / / l 1 \ ♦ f / c�� /�S / / j j / / j RIM 956.10 �� 957 615,- \ . \ EASEM - © 957.55 \ STO 956.15. 956. 0 9 954 9S3 2 / /�%i 957.05 e0 \ 55 T " � 0 GRADING NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. 2. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND STRUCTURES ON THE SITE AND IMMEDIATELY NOTIFY THE ENGINEER ON ANY DISCREPANCIES PRIOR TO STARTING WORK. 3. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING AND FOR ACTUAL LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. THE CONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO COMPLETE THE PROJECT. 4. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT INCLUDED IN THE BID DOCUMENTS FOR STRUCTURAL FILL AND COMPACTION REQUIREMENTS. 5. FILL AND MATERIAL COMPACTION SHALL BE INSPECTED BY THE OWNERS TESTING AGENCY PRIOR TO PAVING. 6. NO FILL SHALL BE PLACED ON WET, FROZEN, OR SOFT SUBGRADE. 7. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM 2.00% CROSS SLOPE AND A RUNNING SLOPE NO GREATER THAN 5.00%. 8. ADA STALLS SHOULD BE NO MORE THAN 2.00%. IN ALL DIRECTIONS. 9. ALL DISTURBED LANDSCAPE AREAS SHALL BE RESTORED PER THE LANDSCAPE PLANS. 10. MAXIMUM SLOPE IN LANDSCAPE AREAS SHALL BE 4:1 UNLESS OTHERWISE NOTED. 11. WHEN GRADE FLOWS AWAY FROM PROPOSED CURB, REJECT CURB SHALL BE INSTALLED. 12. MATCH EXISTING ELEVATION AT LIMITS OF CONSTRUCTION. 13. ADJUST ALL EXISTING MANHOLES, VALVES, INLETS, ETC. TO FINISHED GRADE, AS NECESSARY. RIM 955.50 955.65 f - 956.20 \ / / / i (957.90) 956.60 / �i " 9 636E � 956 56.75 / / / / / 57.40 957.15 / / 956.65 '� \ � / - eft RIM 956.45 hA � \ \ 957.10 \ -- � ( / 56 \ 956. �7. 9 6.60 S / \ 956.76E \ / 9956.8 Co �\ eEgk 957.90 rag �� 957.4 % 957.25 ° 956.851 95 .40g57 , RIM 95600 \ \ 957.20) \ - 956.3 - - 956.90 .956.70 957.90 / -STO \ - - - - - - - 95 .95 �' ' 957.40 957.001 / \ \ \ ♦ ` , , �e \ \ 7,020 S.F. c3b 957.25 o 90 TY F� RP�� \ FFE. 958.00 / o RIM 956.75 95 .50 A, / 956.90 pC q r / 957 - 57.00 ZQ . / 956.40 7 / s 9S \ -j M � (957.20 / � . \ \ \� ♦♦ �S 7.70 / to \\�� \ \ ♦♦ 956.95 \ \� +� Jc,� l o \\ \\ 95 .45 \� �\ NO �\ �\ ��` �� \ 956.75 94 /G,y \ \ \ ♦� RIM / 956.00 ~ \ 9S J FR , OF 1-1 -1♦` ` '�\ \ 95 .7 \ Z s - H OF TO \ ♦ ♦ ` �+ 95 .00 d \ 958. 0 �) \ DFF� TF,pS \ ♦ 956 0 \ \ 7.25 `� \ 95 .2 /c gCFs s HiC 9 \ 95 .50 X957.60 36� y�'q y \ ♦ 60 9 957.00 \ \ =to SS6 NO \ \ tS9 (958.45)- 957.95 5, �(s58.00 ,p 9/57.85 / o� J _F \ \ 4� ♦ �� 1-1�C \ 958.70 / 1 LEGEND 870 870 870 870 83x4..50 (834..50) 834.50t RIAA R74d r-.(1 PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT GRADE AT GUTTER OR SPOT GRADE ON PAVEMENT (IF NO GUTTER) PROPOSED SPOT GRADE AT TOP OF CURB PROPOSED RIM GRADE PROPOSED DIRECTIONAL SLOPE ARROW PROPOSED EMERGENCY OVERLAND FLOW ROUTE PROPOSED SWALE 9,q \ \ \ \ 0 N I Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES /N ACCORDANCE W/774 774E CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LA7EST ED/77ON, 774E MOST STRINGENT TO APPLY. 774E LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON TH/S PLAN ARE APPROXIMATE. WHERE MAY BE 07HER UNDERGROUND U77LITY /NSTALLA77ONS W17HIN 774E PROJECT AREA TVA ARE NOT SHOWN. GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRA7FS OR THE CENTER OF 774E MANHOLE STRUC77JRE FOR MANHOLES PIPE LENG774S ARE MEASURED TO 774E CENTER OF S7RUC71JRE OR 774E END OF PIPE WHERE 774ERE /S AN ENDWALL. R.A.SM17H, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL77NG FROM CHANGES OR AL7ERA770NS MADE TO TH/S PLAN W17HOUT 774E EXPRESSED WR/T7EN CONSENT OF R.A.SM17H, INC. ALL COPYRIGHTS TO 7HESE DRAWINGS ARE RESERVED. 7HEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W17HOUT OBTAINING 774E EXPRESSED WR/T7EN PERMISSION OF R.A.SM/7H, INC. Z O U w 0 w Q 0 -0 CA O 0, = L7 "Z) L6 a O 0 a E 07 � Lr-3 O O c0 E 9 Z W W Z M r C Z Z 2 p J LU J I.L W V Z Z D 0 O U © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER 2L (16) \T\ <0 \ o -STo v U S yNa /R �Na /R \ \ °` 01 R<s oqp °N \ STO 2 s23 z �233 \ \ \ ,k1"� ♦ F ` STo \ \ \ST0 � ` \ 4 ? -� is �RG,S87 0826, E 4Zji ,60 R-540.00 Cyq/iy </N_ F F/vice ♦ UTILITY NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. 2. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE TO LOCATE UTILITIES PRIOR TO START OF EXCAVATION. 3. THE LOCATION AND ELEVATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS BASED ON INFORMATION PROVIDED BY THE AUTHORITY HAVING JURISDICTION (AHJ) OR, FIELD SURVEY, WHERE POSSIBLE. THE UTILITIES SHOWN ON THE PLAN CANNOT BE GUARANTEED AS EXACT OR COMPLETE. 4. BEFORE PROCEEDING WITH ANY UTILITY CONSTRICTION, THE CONTRACTOR SHALL EXCAVATE EACH EXISTING LATERAL OR POINT OF CONNECTION AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES. IF ANY EXISTING UTILITIES ARE NOT AS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 5. CONTRACTOR SHALL VERIFY ALL BUILDING SERVICE CONNECTION POINTS WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 6. PIPE LENGTH DISTANCES AND ELEVATION ARE GIVEN TO THE CENTER OF STORM STRUCTURES. OUTFALL STRUCTURES SHALL BE PLACED TO BLEND WITH EXISTING OR PROPOSED TOPOGRAPHY. 7. RIM ELEVATION ARE GIVEN TO THE FLOWLINE FOR INLET GRATES OR THE CENTER OF MANHOLE CASTING FOR MANHOLES. 8. REFER TO THE CONSTRUCTION SPECIFICATION FOR PIPE MATERIALS. STORM SEWER SHALL BE HDPE UNLESS OTHERWISE NOTED ON THIS PLAN. 9. VERTICAL AND HORIZONTAL SEPARATION STANDARDS FOR WATER AND SEWER SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS. 10. WATERMAIN SHALL BE INSTALLED 5'-6' BELOW FINISHED GRADE TO TOP OF MAIN. 11. PROPOSED ELECTRIC, GAS, AND TELECOMMUNICATION LINES ARE SHOWN IN APPROXIMATE LOCATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO APPLY FOR NEW/RELOCATED FACILITIES AND TO COORDINATE FINAL LOCATION WITH THE UTILITY COMPANIES. ALL UTILITY COMPANY FEES SHALL BE PAID BY THE OWNER. 12. RIMS OF EXISTING STRUCTURES SHALL BE ADJUSTED TO FINAL GRADE. 13. CONTRACTOR TO PLUG, AT BOTH ENDS, ALL ABANDONED SEWERS WITH AT LEAST 2 FEET LONG NON -SHRINK CONCRETE OR MORTARPLUGS. 14. THE FOLLOWING INSPECTIONS AND TESTING SHALL OCCUR FOR THE UNDERGROUND PIPING. THE LOCAL OFFICIAL SHALL HAVE A MINIMUM FORTY -EIGHT -HOUR (48-HR.) NOTICE OF THE TEST. THEY SHALL INCLUDE BUT ARE NOT LIMITED TO: a. UNDERGROUND PIPING, THRUST BLOCKS, AND RESTRAINTS SHALL BE VISUALLY INSPECTED PRIOR TO BEING COVERED. THE LOCAL AUTHORITY HAVING JURISDICTION SHALL BE CONSULTED ON WHAT RELEVANT DEPARTMENT SHALL COMPLETE THE INSPECTION. A COPY OF THE INSPECTION SHALL BE PROVIDED TO THE LOCAL FIRE OFFICIAL PRIOR TO THE FLUSHING AND HYDROSTATIC TEST. b. UNDERGROUND FLUSHING SHALL BE COMPLETED PRIOR TO THE FIRE SERVICE MAIN BEFORE THE BACKFLOW ASSEMBLY IS INSTALLED AND PUT INTO SERVICE. THE UNDERGROUND PIPING FLUSHING FLOW RATE SHALL BE NOT LESS THAN ONE OF THE OPTIONS LISTED IN NFPA 24. A COPY OF THE TESTING DOCUMENTS SHALL BE PRESENTED TO THE LOCAL FIRE OFFICIAL AT THE COMPLETION OF THE TEST. c. UNDERGROUND HYDROSTATIC SHALL BE COMPLETED PRIOR TO THE FIRE SERVICE MAIN FROM BEING COVERED. THE PIPING SHALL BE HYDROSTATICALLY TESTED AT TWO HUNDRED POUNDS PER SQUARE INCH (200 PSI) AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR TWO HOURS (2 HRS.). V) 0 z M Z) m -STO ST LOT I / P5/ STO - - -W--- W---- STO STO MH 401 STo B I T U M IN O U S -_ - �S ' �STO -4Gas -c -0 12RIW 947.82 -sTo _ _ -sTo _ _ U STo _ _ -sro e s �S_ N --STO CB 102 - -s o - -- - ---UGC 46.70' - 12"`_ 11� RIM 956.20 I I To - Fo �0 F 4 Gas P 12" SE 952.64 / - � AS STO 0 2.00%� � � ' \ =F-- -- - STO FES 400 - c- J 12" W 952.64 12" E 948.75- g(o _ _ �- - -c= - -c- - -c-= G _ (f- - As OPENING -4 "GAS P ORIVE 187.52 7- - SET s� / } / STO FES 300 / / - - - - IN CONCRETE X / / / 13.00' - 12" \ cc- _N RieEO A . \\ 13.00'-12" / 12"S951.90 // // /\/l// // // STO 00.50% F� - / / / / / ?� / / / / / / / / / / / / / % - FC3- FO-UGC 4- IST HL OCK I A DDl ROV STO 0 0.50% STO FES 100? / ///2"E951.90 STO CB 301 I\ \ STO FES 200 RIM 955.50 12" S 951.90. 12" N 951.96 / \ 22.28' - 122" s\ STO 0 0.50%�\ \ STO CB 201 I ♦ s RIM 956.00 1E 952.01 12"SN 952.01 F � `♦ ANC \ o � �A*-�� `gSFM T s s2sR �� FN LEGEND <q T 83.02' - 12"� STO 0 0.50% _ o � �s10 - co J / o / 2 / I � / (PUBLICI ROAD) Er43T l / CO nN 0 I 0 / \ I - STO - STO - A O r i n I I TI I [TV s ___STO_ I AS 51.50' - 12"'J RIM MH 100 STO STO 0 0.50% " S 135.36 - 12 / 6 SW 945.95 g0 \ \ RIM 956.101STO `w� STO 0 0.50% 6" N 945.46 CB 10 T / 12" E 951.96 12" W 951.96 Sn' " STO CB 103 / STO 0 0.50%. �l / RIM 956.45 a 0 �w 12" NW 952.90 \12" S 952.90/ o D��C�ON1C; l4 �`wCO r") STO �. SAN STUB P-150 1001co0 6" SW 950.00 ; SAN MH P-130 7,020 S.F.RIM 45 STO INL 104 �o 6" SE 949.39 SAN MH P-140 RIM 956.75 0 6" NE 949.64 RIM 957.70 12" N 953.18 �� / 6 SW 949.81 2 O / -SAN STUB P-120A 8.00' - 6" 6" SW 950.00 C9 �s \0 2.08%Ci _ �T Cl `_ \ SAN 0' 8.05% SAN 50 1.047 80 6T 6"� / J i SAN 0 1.04% \ s 52.33' - 6" / O NO �,.. SAN 01.04% `' \ w J\o / 94 A /cyT ♦ STO CB 202 SAN MH P-120J SAN MH P-110 �o FR eOOOc qc RIM 956.00 RIM 957.58 RIM 957.81 /� 2S8FSS 12" NW 952.43 Q 6» NW 948.55...',, 6» NW 948.01 OF TO /N ♦ d 6" NE 948.55 -6" NE 947.76 DFFO pRST 6 SE 948.55/ �� gcFs s y/�y 36\ kk Y sss No .qy s F --sro PROPOSED STORM SERVICE r PROPOSED SANITARY SERVICE -----w-----W PROPOSED WATER SERVICE T PROPOSED COMMUNICATION SERVICE E PROPOSED ELECTRIC SERVICE - - -c- - -c PROPOSED GAS SERVICE EXISTING STORM SERVICE EXISTING SANITARY SERVICE - - - - -W- - - EXISTING WATER SERVICE T EXISTING TELEPHONE SERVICE E- EXISTING ELECTRIC SERVICE c - EXISTING GAS SERVICE PROPOSED CATCH BASIN PROPOSED MANHOLE r cyq/N </ `♦ Nk FF NcF fou N h44 � RON R�4 e, Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES /N ACCORDANCE WITH THE CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LATEST ED/770N, 7HE MOST STRINGENT TO APPLY. 7HE LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON THIS PLAN ARE APPROXIMATE THERE MAY BE 07HER UNDERGROUND U77LITY /NSTALLA77ONS W17HIN 7HE PROJECT AREA THAT ARE NOT SHOWN. Q) GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUC77JRE FOR MANHOLES PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE 774ERE /S AN ENDWALL. R.A.SM17H, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL 7ERA RONS MADE TO 7H/S PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A. SMI TH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. 7HEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W17HOUT OBTAINING 7HE EXPRESSED WRITTEN PERMISSION OF R.A.SM/7H, INC. Z O fy C) U) w w Q 0 _0 Ca 0 0, a O o E Cn as �3 O § O O To C` E - � 9 W W Z Z W E 0 c Z W (A Q L W oe V ti M r z z p J W J W V Z Z D 0 O U J cu &Z m - 2 -2 U m 0 0 m © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER W1111 J 2L (17) CF44 0 PLANT SCHEDULE COMMONNAME EVERGREEN TREES AMJ 5 Ames Juniper NS 3 Norway Spruce SHADE TREES BOTANICAL NAME INSTALLED SIZE Juniperus chinensis Ames Picea abies ;HURCH OF S T HEVR Y I S T % DDI TION , �� MOM *.. ..-e.... Spacing as shown Spacing as shown V POP��O • NO BL OCK 1 PER s� ER 9T F 0011r �s8 0', ;'0 %�. OFF,t,TFRsr �� p�cFSTF Nr0`` , S36\S 6q 1V Y ' 011 .o AN 3 Northwood Red Maple Acer rubrum'Northwood' 21/2" CAL B&B Spacing as shown HCB 2 Common Hackberry Celtis occidentalis 21/2" CAL B&B Spacing as shown RO 2 Red Oak Quercus rubra 21/2" CAL B&B Spacing as shown LANDSCAPE REQUIREMENTS 153.060 DECIDUOUS SHRUBS Table 4-4 for commercial use -requires 10.0 ACI of Canopy trees (including at least 1 Evergreen) per acre plus HL 16 Little Quick Fire® Hydrangea Hydrangea paniculata 'SMHPLQF' 24" HT CONT Spacing as shown at least 2 Shrubs for every 10' of Building perimeter. Property is 2.04 acres and Building perimeter = 354'. AC 5 Alpine Currant Ribes alpinum 24" HT CONT Spacing as shown Requires 20.0 ACI and 71 Shrubs SF2 33 Neon Flash Japanese Spirea Spiraea japonica'Neon Flash' 15" HT CONT Spacing as shown PROVIDED - (23.5) ACI and (38) Shrubs (Additional (30) shrubs and (46) grasses are located to screen parking and building from E. 7th Street). EVERGREEN SHRUBS TSY 16 Tauton Yew Taxus x media 'Tauntoni' 24" HT B&B Spacing as shown Interior Vehicle Use Landscape Areas- for commercial use, maximum parking stalls in a bay is 24 before an island is required. Proposed development does not exceed this amount. ORNAMENTAL GRASSES PV 47 Ruby Ribbons® Switch Grass Panicum virgatum'RR1' 1 GAL CONT 30" Spacing Perimeter Vehicle Use- requires landscape strips where vehicle use area abuts a ROW. A minimum 6' SS4 87 Standing Ovation Little Bluestem Schizachyrium scoparium'Standing Ovation' 1 GAL CONT 18" Spacing landscape strip is required when within 50' of the ROW. Requires 8.0 ACI per 100' of landscape strip. Parking is 55' length - requires 5.0 ACI. PROVIDED - 5.0 ACI BIO-RETENTION BASIN 3,847 sf (9) Interior Parking Lot Landscaping - Required for lots with 50 or more stalls - proposed development has 35 Echinacea pallida / Pale Purple Coneflower 142 21/2", PLUG 8% @ 18" o.c. stalls, so not required. = Monarda fistulosa / Bergamot 142 21/2", PLUG 8% @ 18" o.c. = Solidago rigida / Stiff Goldenrod 142 21/2", PLUG 8% @ 18" o.c. (10) Buffer Yards - Required for adjacent south property of RMH Zoning. Requires 20' landscape width with 6' _ Asclepias incarnata / Swamp Milkweed 142 21/2", PLUG 8% @ 18" o.c. screening fence and (2) Shade Trees and (3) Ornamental Trees and (2) Upright Coniferous Trees per = Aster novae-angliae / New England Aster 142 21/2", PLUG 8% @ 18" o.c. 100'. 222' Requires (5) Shade Trees, (7) Ornamental Trees and (5) Upright Coniferous Trees. Carex vulpinoidea / Brown Fox Sedge 266 21/2", PLUG 15% @ 18" o.c. PROVIDED - (x) Shade Trees, (x) Ornamental Trees and (x) Upright Coniferous Trees. Panicum virgatum / Switch Grass 170 21/2", PLUG 17% @ 24" o.c. Rudbeckia speciosa / Showy Coneflower 178 21/2", PLUG 10% @ 18" o.c. = Tradescantia ohiensis / Ohio Spiderwort 80 21/2", PLUG 8% @ 24" o.c. Verbena stricta / Hoary Vervain 100 21/2", PLUG 10% @ 24" o.c. Know what's below. Call before you dig. CON77?ACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES IN ACCORDANCE WITH 774E CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LATEST EDI77ON, THE MOST STRINGENT TO APPLY. 774E LOCATIONS OF EXIS77NG U77LITY INSTALLA77ONS AS SHOWN ON 7HIS PLAN ARE APPROXIMA7E 7HERE MAY BE OTHER UNDERGROUND U77LITY INSTALLA77ONS WI7HIN 774E PROJECT AREA 7HATARE NOT SHOWN. Z O 1= D_ U N w 0 w Q 0 _0 cn Cn -- --�--- --- -Z) L _ o O a c L o v _ �0 O — a 0 Z z MC a ai W — P co z aa) U � W :0 0 ~_ W / a L W V V v v N z CO) Q Z J a. a J Q C) J W W Cn - v o F_ F_ z z 0J O W V PRE N\00 P No �c G0N GRAPHIC SCALE © COPYRIGHT 2025 15 0 15 30 60 R.A. Smith, Inc. ( IN FEET) ' DATE: 01 /31 /2025 SCALE: 1 " = 30' RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB JOB NO. 3240268 FOR INLET GRATES OR 774E CEN7ER OF 774E MANHOLE S7RUC7VRE FOR MANHOLES PIPE LENG774S ARE MEASURED TO 774E CEN7ER OF STRUCTURE OR 774E PROJECT MANAGER: END OF PIPE WHERE 774ERE IS AN ENDWALL. ROBERT PONTO, P.E. R.A.SMI77, INC. ASSUMES NO RESPONSIBILITY FOR DESIGNED BY: REW DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL7ERA77ONS MADE TO THIS PLAN WITHOUT CHECKED BY: REW THE EXPRESSED WRIT7EN CONSENT OF R.A.SMI7H, INC. ALL COPYRIGHTS TO 7HESE DRAWINGS ARE RESERVED. SHEET NUMBER 7HEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANY MANNER 107HOUT OBTAINING L 10 0 774E EXPRESSED WRI T7EN PERMISSION OF R.A. SMI TH, INC. 2L (18) ♦ I ♦ ` I / o ♦ Cr_ bi N CHURCH OF ST HENRY OF MONTICELLO MN ♦ ♦ 0 CHURCH ♦ ♦ ` W ♦ ` / ♦ � 1 Mot♦ O ♦ O O CITY OF _ o £ 0 �� < mo MONTICELLO _ _ MUNICIPAL CHURCH OF ST HENRY OF MONTICELLO MN / `� cc � - �~ K n > O � CN m LAND CHURCH / o o Q . L z a/ _ W LU HOME DEPOT USA INC W CHAIN RETAIL Z U LU Y m 0 / L CHURCH OF ST HENRY OF MONTICELLO MN / o * VACANT LAND / AEI PROPERTIES LLC ♦ ` / / 2 2 a / LIGHT INDUSTRIAL / / / // Z ,Q / MONTICELLO 7TH / Q ♦ ` STREET EAST LLC MCDONALDS'S / J Z CLINIC / MEDICA USA LLC RIVERWOOD BANK / // W LU W O OFFICE / FAST FOOD BAN K/FINANCIAL F- C� — Q CHAIN ` Z () • ` Z 0 O WHL ENTERPRISES / LLC / VENTURIAN RCG MONTICELIN / RCG MONTICELLO Nk- V f!= A / LIGHT INDUSTRIAL / HOLDINGS LLC ♦ OP LLC ` OP LLC ` VACANT LAND I ` VACANT LAND ♦ VACANT LAND MONTICELLO INDUSTRIAL I ` PARK INC ♦ ` _ ♦ _ _ / AGRICULTURAL - oR N I P 0o oG MONTICELLO INDUSTRIAL PARK INC GpN AGRICULTURAL GRAPHIC SCALE ♦ ` ♦ I ` C COPYRIGHT 2025 50 0 50 100 200 R.A. Smith, Inc. ( IN FEET) DATE: 01 /31 /2025 ` Know what's below. SCALE: 1" = 100' ` Call before you dig. RIM ELEVATIONS ARE GIVEN TO THE FACE OF CURB JOB N0.3240268 FOR INLET GRATES OR THE CENTER OF THE MANHOLE ♦ — — — STRUCTURE FOR MANHOLES. PIPE LENGTHS ARE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURED TO THE CENTER OF STRUCTURE OR THE PROJECT MANAGER: FAC/L/TIES /N ACCORDANCE WITH THE CITY OF END OF PIPE WHERE THERE /S AN ENDWALL. ROBERT PONTO, P.E. MONT/CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLUTION CONTROL AGENCY (MPCA) R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DESIGNED BY: TJR ♦ STORMWA TER MANUAL, LATEST EDITION, THE MOST DAMAGES, LIABILITY OR COSTS RESULTING FROM MONTICELLO INDUSTRIAL PARK INC STRINGENT TO APPLY. CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT CHECKED BY: RTP THE EXPRESSED WRITTEN CONSENT OF R.A. SMITH, INC. � AGRICULTURAL THE LOCATIONS OF EX/STING UTILITY INSTALLATIONS AS DRAWINGS ARE RESERVED. / SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY ALL COPYRIGHTS TO THESE DRAWINGS SHEET NUMBER BE OTHER UNDERGROUND UTILITY INSTALLATIONS WITHIN THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO / THE PROJECT AREA THAT ARE NOT SHOWN. ANY THIRD PARTY /N ANY MANNER WITHOUT OBTAINING E X O O THE EXPRESSED WRITTEN PERM/SS/ON OF R.A. SMI TH, INC. 2L (19) OA OD &A 0. i� 00 A05 0 010 LO . I_ o b I I C) (0 (0 N a IN 00 I 00 3 CD 00 00 I N O O Q STEEL STAIRWAY DOWN STEEL STAIRWAY DOWN 26 TO 1ST FLOOR LEVEL TO 1ST FLOOR LEVEL I .............. .. .......................... ................................................ /,................... ... .. N �.� �...........�.� \ 1 . MODULAR \ ATTIC SPACES ` POWER STEM 2TEM �� MEN'SBWOMEN'S �RESTROOMS STOR. 3 I o p 203STOR. 4 ' - \ ---- -- T 204 ------ ------ ----- ------ ---- ------ ----- -- 0 Q� 9'- 4" 18'- 8" \ ----- ---- ----- � STOR.1 1 1 201 --- ------ ------ ------ RUNG LADDER TO ROOF ` I I I I WALKING GRATE #1 ATTIC SPACE ABOVE L J SALES/ DISPLAY Q . AREA � o 0 OPEN TO SERVICE AREA BELOW n � . I . N � WALKING GRATE #2 .: .777.................................�.................................�...................=............� ........................<�� O U 0 U 2.3 2.1 U O8 (7) T (90 (1 ) 14'-9" 73'-0" 10'-8" 18'-8" 6 -0 33 -4- 5 68 4 3 -4-/ STEEL STAIRMY STEEL STAIRWAY MAIN DISCONNECT, UP TO MEZZ. FLOOR UP TO MEZZ. FLUOR CT CABIN -_T &METER � J FIRE RISER RM : L �-T��- - -- - - ��- II o ..o . 112 c_ I I —I I c- I— I I —I I� _ FIRE 1'_6" I I I I I I 'I I I I I I I I I 'I EMP MEN i t t 107 o h 106 RISER , COMPRESSOR RM 111 I I TIRE STORAGE RACKS 7 -1 JAN "X1 4 LOUVER0 I 108 IIN WALL 8'-0" I \ �V�ATER y L CHEATER COMPRESSORS I _ OFFICE I 102 `ocI I I I I 00 — --L �-- -- — -- ----- -- - � DEAD TIRE STOR. COMP � 110 103 SERVICE 20'-1" 109 62'-4" Z \ y 0 v ° \ , N � � N � °0 °� o RECEIVING AREA TRENCH DRAIN 17�. ° & 1 ° ° oa9oo : '�T=== _=_=_ °==__ =� — — — — — 0�00°°�r� oo 0 o 0 0 0 0 0 3'- 4" �I/ 9'-4" " 8'-0/ 22' -0" �3'-4- 22' -0"-4- 22' -0" 18'-" IO� 19'-0 25'-4" 25'-4" 25'-4" z » -8 AND/ OIL INTERCEPTOR U O U U 2.3 2.1 1 9 �L�a4�� !(TIRE) THIS PLAN IS PROPERTY OF PLUMP GROUP ARCHITECTURE & ENGINEERING. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT BE REPRODUCED, COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS. 0 WOMEN 105 r; 1 0 co 00 HALL 104 00 I 0) 0) o 0 N N c O 20'-0" c° SALES / O DISPLAY 101 L_ 15'-4" 15'-8" PLAN NORTH TRUE NORTH jp PLAN i NORTH N TRUE NORTH j) Building Area Breakdown TOTAL GROUND FLOOR AREA: 7,020.00 S.F. GROUND FLOOR AREA 'M' OCCUPANCY: SALES / DISPLAY 791.42 S.F. OFFICE 97.16 S.F. COMPUTER 29.08 S.F. HALL 89.77 S.F. MEN 69.26 S.F. WOMEN 68.69 S.F. EMPLOYEE 71.80 S.F. JANITOR ROOM: 55.75 S.F. 'S-1' OCCUPANCY: SERVICE 4728.00 S.F. DEAD TIRE STORAGE 354.79 S.F. COMPRESSOR ROOM 130.67 S.F. FIRE RISER ROOM 83.88 S.F. (NET AREA/USABLE) 6,570.27 S.F. MEZZANINE LEVEL AREA: 'S-1' OCCUPANCY: STORAGE # 1: 124.21 S.F. STORAGE # 2: 116.04 S.F. STORAGE # 3: 625.28 S.F. STORAGE # 4: 219.81 S.F. WALKING GRATE 1: 1146.49 S.F. WALKING GRATE 1: 125.62 S.F. (NET AREA/USABLE) 2,357.45 S.F. CONCEPTUAL MEZZ. FLOOR PLAN CONCEPTUAL 1ST FLOOR PLAN SCALE: 1 /8" = 1'-0" REV: DATE: 01.16.2025 A.T — 19 JOB # A.2411057 CONCEPT AL FLOOR PLAN PLUMP ENGINEERING INC. Sheet No. Lm= CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, '+ ELECTRICAL, CIVIL, SURVEYING, 1344 EAST 7TH ST ARCHITECTURAL 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 P (714) 385-1835 F(714) 385-1834 MONTICELLO, MN 55362 www.plumpgroup.com 2L (20) OMETAL CAP 26'-0" T.O. PARAPET OC METAL TRIM CAP 16'-8" B.O. METAL TRIM CAP SPLIT FACE CMU OI WALL MTD. LIGHT FIXTURE 0'-0" FIN. FLR. A D 60'-0" I I ROOF HATCH (BEHIND) I I LL_ I I FT_ _F_1-1I I I I I I 1 II 11 I\I I I I I I I I 14"X14" LOUVER PAINT COLOR TO MATCH ADJ. WEST ELEVATION OINTERNALLY ILLUMINATED SIGNAGE 26'-0" T.O. PARAPET OH SPLIT FACE CMU 0'-0" FIN. FLR. 26'-0" T.O. PARAPET CO METAL TRIM CAP 16'-8" B.O. ETAL TRIM CAP WALL MTD. LIGHT FIXTURE OI SPLIT FACE CMU COILING DOOR: FACTORY PRE -FINISHED POWDER COAT TO MATCH: RAL 7038 / MATTE 0'-0" FIN. FLR. SPLIT FACE CMU OH SPLIT FACE CMU OI 3'-0" HT. BOLLARD OK HOLLOW METAL DOOR LO OMETAL CAP 26'-0" T.O. PARAPET ROOF -MOUNTED HVAC UNITS (SHOWN BEHIND PARAPET WALL) SPLIT FACE CMU OF 12'-0" T.O. STOREFRONT JO EIFS ON STEEL BEAM 2'- 8„ B.O. MULLION 0'- 0" FIN. FLR. A INTERNALLY AO ILLUMINATED SIGNAGE I I I I I I I I I � I X I I I I I 'h I �I li I I I I I I I I I I I I firt t�l I I I I I I I I I I II I I I I I I' I hGl I 'I I I I 4n I I I I I I r l-I� I I I I I I I IL � .JJ I I I I I I I I I I U I I I I I I I I_I X I lk I I I I I it I� I. 1 1 T T if I I I I I I I IT I- I� 1 1 L I-1-1 __4 _-4-+ I I I I I I I 1' 1-1 1l\,! 1 1 K 1-1- 1 1 -r a- 4-- 1-1-1-1 -T -- T__ I- I I I I I I I I I I I �� ( I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I 111111111111111111� � 111111111111111III111111111111111111111111111 1 1 1 1 1 1 1 1 1 1 I� I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I( T I E �/11 111111111111111111 ( I I I I I I I I I I I I I I? 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PARAPET I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II �,�y 1111111111 � 1 IIII 111111111 1 111111111111111 1 IIIIIIIIII IIII 1 11:�11111111111 1 111111111 IIIII 1 111111111111111 1 IIIIII IIIIIIII 1 IIIIIIIIIII u METAL TRIM CAP CO (TIItE)�'1 1 l 16'- 8" 1 1 1 1 1 1 1 B.O. METAL TRIM CAP ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 WALL MTD. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1401 LIGHT FIXTURE � f11 J 11 �-, 11 1 1 1 1 11 _ FIRE ALARM Alm I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EEll HORN-STROBE I 1 1 1 1 1 1 HOLLOW METAL DOOR O 1 1 0'-0" FIN. FLR. OMAIN HOLLOW METAL DOOR O SPLIT FACE CMU O DISCONNECT, CT CABINET AND METER NORTH ELEVATION E. 7TH ST.) SCALE: 1 /8" = 1'-0" 8 O1 117'-0" r� y SPLIT FACE HO EIFS ON STEEL BEAMS OJ INTERNALLY ILLUMINATED CMU METAL CAP DO SIGNAGE O F I I I I I I I I I I I I I I I I l l l l l l l f l l l l l l l l l I I I I I I I &AA, 1-1-4 -4- 1-1 _4 -4- �-1_4�� 4-�1�1-1- ��-- �/1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `1 ( I I I I I I I I I I I T1 E III I III II IIIIIIII IIIIIIII11I11I11I11I11I11I11I11I11 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I C r ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIII1111111111111111111111111111 � � � IIIIII I11I11I11 ,�, 1�ji111111111111111111111111111 IIII IIIIII I I IIIIIIIIIIIII IIIIIIIIIII I I IIIIII KNOX BOX MOUNTED - 1� 3 i 1 RECESSED IN WALL `�AL @ +5'-0" AFF 1 \ METAL CAP OE 26'-0" T.O. PARAPET ROOF —MOUNTED HVAC UNITS (SHOWN BEHIND PARAPET WALL) SPLIT FACE CMU OF 12'— 0" T.O. STOREFRONT EIFS ON STEEL BE JO 1 1 2'-8„ 111111111 ,� i1111 IIIIII �� /- B.O. MULLION _ 1 01-011 I 1' FIN. FLR. KO-0" HT. BOLLARD OVERHEAD SECTIONAL DOOR NOTE: AT PILASTERS, THE SIDES J ANODIZED ALUM. STOREFRONT SYSTEM G 3' FACTORY PRE -FINISHED OF THE BLOCK THAT FACE THE STOREFRONT BRASS DOWNSPOUT NOZZLE POWDER COAT TO MATCH AND DOOR OPENINGS ARE SMOOTH. PAINT RAL 7038 / MATTE TIGER DRYLAC EXPOSED PRECISION CMU SURFACE TO MATCH CMU SOUTH ELEVATION (INTERSTATE HWY NO. 94) SCALE: 1 /8" = V-0" ® THIS PLAN IS PROPERTY OF PLUMP GROUP ARCHITECTURE & ENGINEERING. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT BE REPRODUCED, COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE -" USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE T I R OF THE FOREGOING CONDITIONS. CONCEPTUAL ELEVATIONS 1344 EAST 7TH ST MONTICELLO, MN 55362 METAL CAP O 26'-0" T.O. PARAPET SPLIT FACE CMU OH 0'-0" FIN. FLR. FINISH LEGEND OA 3-DIMENSIONAL INTERNALLY ILLUMINATED SIGNAGE (UNDER SEPARATE PERMIT) O PAINT SHERWIN WILLIAMS SW 7104 "COTTON WHITE" O METAL TRIM CAP - 8" LINK & LOCK BY LONGBOARD - LONGBOARD COLOR "SLATE GREY". CONTACT: MICHAEL CAREY AT MCAREY@LONGBOARDPRODUCTS.COM. AND (720) 813-3383 Op METAL CAP - COLOR TO MATCH SW 7104 "COTTON WHITE" O METAL CAP - COLOR TO MATCH SW 6258 "TRICORN BLACK" O NATURAL GRAY SPLIT -FACE CMU BLOCK PAINED TO MATCH SW 6258 "TRICORN BLACK" OANODIZED ALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED - SERIES 451 T BY KAWNEER O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7104 "COTTON WHITE" O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7650 "ELLIE GRAY" O EIFS ON STEEL BEAMS - COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC O STEEL BOLLARDS - POWDER COAT COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC OL HOLLOW METAL DOORS - PAINTED SHERWIN WILLIAMS SW 7650 "ELLIE GRAY" 8"X8"X16" SOLID CONCRETE BLOCK CAP - COLOR TO MATCH SPLIT FACE CMU 8" SPLIT FACE CMU WALL - INTEGRAL COLOR TO MATCH BLDG I I I I I I I I I I I I I I I I I I I REAR ELEVATION 1 1 /2" x 1 1 /2" x 3/16" STEEL TUBE GATE FRAME. FULLY WELD - PAINT. 12'-0" 6" x 6" x 6' TALL STEEL 6'-0" / 6'-0" PIPE. FILL SOLID WITH ' CONCRETE. WELD HINGES TO FACE OF PIPE. �----- --- ��-- ----- P`'�� F----�' - 8" SPLIT FACE CMU WALL F-------------- - INTEGRAL COLOR TO --I "---_-_— MATCH BLDG II� CORRUGATED METAL DECK -WELDED TO HEAVY DUTY CANE BOLT WITH SLEEVES IN INSIDE OF GATE FRAME. PAINT TO MATCH CONC. SLAB - OPEN AND CLOSED POSITIONS. RAL 7038/MATTE TIGER DRYLAC FRONT ELEVATION \ \ \ \ 3'-07' 3'-0" 3'-0" 3'-0" \ o \ O O O \ c OL C_ \ 26, -0 11 I I` PLAN 6" CONC. SLAB WITH # SS CAD 18" O.C. EACH WAY OVER AGG. BASE. SEE SITE PLAN FOR CONFIGURATION 1" DIA. SLEEVES FOR CANE BOLTS (TYP. OF 8) PAINTED 6'-0" HIGH GATES, STEEL DECK FASTENED TO INSIDE OF METAL FRAME. 6" DIA. PAINTED BOLLARDS 8" CMU WALL TO MATCH BUILDING MATERIALS AND COLORS. TRASH ENCLOSURE PLAN / ELEVATIONS SCALE: 3/16" = V-0" REV: A_T 19 PLUMP ENGINEERING INC. An, CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 U LM= P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com DATE: 01.16.2025 JOB # A.2411057 Sheet No. 2L (21) 0 OMETAL CAP 26'-0" T.O. PARAPET OC METAL TRIM CAP 16'-8" B.O. METAL TRIM CAP O SPLIT FACE CMU WALL M TD. LIGHT FIXTURE 0'-0" FIN. FLR. 60'-0" O O 60'- 0" O ROOF HATCH (BEHIND) 14"X14" LOUVER PAINT COLOR TO MATCH ADJ. WEST ELEVATION SCALE: 1 /8" = V-0" i < INTERNALLY ILLUMINATED SIGNAGE 26'-0" T.O. PARAPET II + .� OH SPLIT FACE CMU 0'-0" FIN. F 26'-0" T.O. PARAPET OC METAL TRIM CAP 16'- 8" B.O. TRIM CAP WALL M TD. LIGHT FIXTURE O SPLIT FACE CMU COILING DOOR: FACTORY PRE -FINISHED POWDER COAT TO MATCH: RAL 7038 / MATTE 01-0" FIN. FLR. QO MAIN DISCONNECT, CT CABINET AND METER :rr I r /P\� IIr-'r I dl AM SPLIT FACE CMU < SPLIT FACE CMU OI 3'-0" HT. BOLLARD O HOLLOW METAL DOOR O 117'-0" - SPLIT FACE CMU < HOLLOW METAL DOOR LO SPLIT FACE CMU OI NORTH ELEVATION (E. 7TH ST.) 117'-0" SPLIT FACE O EIFS ON STEEL BEAMS <�> INTERNALLY ILLUMINATED CMU SIGNAGE O METAL CAP OD il TIRin Ir KNOX BOX MOUNTED RECESSED IN WALL. 0 +5-0" AFF. OK 3'-0" HT. BOLLARD OVERHEAD SECTIONAL DOOR J NOTE: AT PILASTERS, THE SIDES - FACTORY PRE -FINISHED OF THE BLOCK THAT FACE THE STOREFRONT BRASS DOWNSPOUT NOZZLE POWDER COAT TO MATCH AND DOOR OPENINGS ARE SMOOTH. PAINT RAL 7038 / MATTE TIGER DRYLAC EXPOSED PRECISION CMU SURFACE TO MATCH CMU SOUTH ELEVATION (INTERSTATE HWY NO. 94) SCALE-: 1/8" = l'-0 l � THIS PLAN IS PROPERTY OF PLUMP GROUP ARCHITECTURE 8 D ENGINEERING. THIS DRAVANG IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION Uu 0fl ij THAT IT IS NOT BE REPRODUCED. COPIED. OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY. AND IS NOT TO BE USED IN %YHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE I,WING OF DRA% INCS, PRINTS, APPARATUS OR PARTS THEREOF THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE TIRE OF THE FOREGOING CONDITIONS Ilk I=Mk1 Al 1 V / A VI\LI I\VIY 1 DOOR TO MATCH ANOD17FD ALUM. STOREFRONT SYS-EM OG EAST ELEVATION SCALE: 1 /8" = V-0" O .r METAL CAP DO 26'-0" jdK T.O. PARAPET METAL TRIM CAP OC 16'- 8" B.O. METAL TRIM CAP WALL MTD. LIGHT FIXTURE FIRE ALARM HORN -STROBE - - HOLLOW METAL DOOR OL 0'-0" FLR. 0 METAL CAP EO 26'-0" T.O. PARAPET RODF-MOUNTED HVAC UNITS (SHOWN BEHIND PARAPET WALL) SPLIT FACE CMU O 12'- 0" T.O. STOREFRONT EIFS ON STEEL BEAM O 2'-8" 8.0. MULLION 01 — DII IIIIIIIIIIIIIIIIININ. FLR. ANODIZED ALUM. STOREFRONT SYSTEM OG CONCEPTUAL COLOR ELEVATIONS 1344 EAST 7TH ST MONTICELLO, MN 55362 METAL CAP OD 26'-Ow T.O. PARAPET SPLIT FALL CMU O 0'-0w FIN. FLR. `1 REAR ELEVATION CORRUGATED METAL DECK - WELDED TO INSIDE OF GATE FRAME. PAINT TO MATCH RAL 7038/MATTE TIGER DRYLAC FRONT ELEVATION 0 d Inc FINISH LEGEND O 3-DIMENSIONAL INTERNALLY ILLUMINATED SIGNAGE (UNDER SEPARATE PERMIT) OB PAINT SHERWIN WILLIAMS SW 7104 "COTTON WHITE" OC METAL TRIM CAP - 8" LINK & LOCK BY LONGBOARD - LONGBOARD COLOR "SLATE GREY". CONTACT: MICHAEL CAREY AT MCAREYCLONGBOARDPRODUCTS.COM. AND (720) 813-3383 Op METAL CAP - COLOR TO MATCH SW 7104 "COTTON WHITE" O METAL CAP - COLOR TO MATCH SW 6258 "TRICORN BLACK" O NATURAL GRAY SPLIT -FACE CMU BLOCK PAINED TO MATCH SW 6258 "TRICORN BLACK" OANODIZED ALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED - SERIES 451T BY KAWNEER O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7104 "COTTON WHITE" O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7650 "ELLIE GRAY" O EIFS ON STEEL BEAMS - COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC O STEEL BOLLARDS - POWDER COAT COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC O HOLLOW METAL DOORS - PAINTED SHERWIN WILLIAMS SW 7650 "ELLIE GRAY" 8"X8"X16" SOLID CONCRETE BLOCK CAP - COLOR TO MATCH SPLIT FACE CMU < 8" SPLIT FACE CMU WALL - INTEGRAL COLOR TO MATCH BLDG 12'—Ow 1_ 1 1/2" x 1 1/2" x 3/16" STEEL TUBE GATE FRAME. FULLY WELD - PAINT. 6" x 6" x 6' TALL STEEL PIPE. FILL SOLID WITH CONCRETE. WELD HINGES TO FACE OF PIPE. 8" SPLIT FACE CMU WALL - INTEGRAL COLOR TO MATCH BLDG HEAVY DUTY CANE BOLT WITH SLEEVES IN CONC. SLAB - OPEN AND CLOSED POSITIONS. 0 I 0 6" CONC. SLAB WITH # 3'S 0 18" O.C. EACH WAY OVER AGG. BASE. SEE SITE PLAN FOR CONFIGURATION 1" DIA. SLEEVES FOR CANE BOLTS (TYP. OF 8) PAINTED 6'-0" HIGH GATES, STEEL DECK FASTENED TO INSIDE OF METAL FRAME. 6" DIA. PAINTED BOLLARDS 26'-0" 8" CMU WALL TO MATCH BUILDING MATERIALS AND PLAN COLORS. TRASH ENCLOSURE PLAN / ELEVATIONS SCALE: 3/16" = V-0" REV: ALT - 1R PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL. SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 P (714) 385-1835 F(714) 385-1834 vnwi.plumpgroup.com DATE: 01.16.2025 JOB # A.2411057 Sheet No. 2L (22) Is'ISI T I Exterior Light Fixture Schedule Symbol Label QTY Manufacturer g Lithonia Lighting 0 D a 5 Lithonia Lighting QHS QHS 1 Lithonia Lighting .0 2 _ -PROPERTY LINE ---��1�11Ci R t,Mp� fir+ 1 . 1. . 1 .1 0.9 ♦ [I.8 ♦ 1 1 • 1 1 1 1 0 1.1 {,,...:�.-.--- C ?CI.4:2 L} . 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D.4 big i1 0.2 0.3- 0.5 0.$ 1 4 } .2 3.6 4.6 5 5 '5 * 3.7�.2.3 Cr. a. `�'r r1 ' 2.9 ,D.l .0.2 .0 2 0.3 11.5 1.0 19%3.64.< 4.6 . 01"'2-. 0.---- .0 4.0.E. • 0.9.1.4. Qttc.2�5 .C�.L 2.1 .n:"u.5 .L1.Q .L1.5.0.0 �b.9♦ 07, 0.8 0.6 0.4 CIS;. • 1 ® THIS PLAN IS PROPERTY OF PLUMP GROUP ARCHITECTURE & ENGINEERING. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT BE REPRODUCED, COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE R E) OF THE FOREGOING CONDITIONS. SITE PHOTOMETRIC PLAN O SCALE: NTS 1344 EAST 7TH ST MONTICELLO, MN 55362 w J D 0 W U co w X F_ 0 J z F_ c� w c� z H Z O w J 0 0- w w 0 Catalog ARC2 LED P4 30K RSX1 LED P4 40K R4 RSX1 LED P4 40K R4 Description Number Lamp Input Lamps Output Power ARC2 LED WITH P4 - PERFORMANCE 1 3903 29.4252 PACKAGE, 3000K RSX Area Fixture Size 1 P4 Lumen Package 1 16573 133.14 4000K CCT Type R4 Distribution RSX Area Fixture Size 1 P4 Lumen Package 1 16573 266.28 4000K CCT Type R4 Distribution TOTAL: 134,565 LUMENS POLES ARE 22'-0" ON 3'-0" BASES Statistics Description Symbol Avg Max Min Max/Min Avg/Min SITE + 2.6 fc 12.9 fc 0.1 fc 129.0:1 26.0:1 PROPERTY LINE + 0.7 fc 3.7 fc 0.0 fc N/A N/A ALL LEVELS ARE IN FOOTCANDLES ALL POLE MOUNTED FIXTURES AND POLES TO BE MANUFACTURER'S "NATURAL ALUMINUM" FINISH. GROUND WIRE, #8 BARE COPPER HANDHOLE WITH GASKET CONDUIT BUSHING GROUNDING LUG BONDED TO POLE INTERIOR NEAR HANDHOLE BASE COVER PAINTED TO MATCH POLE FINISH. COVER TO BE ATTACHED TO PVC WEEP HOLE POLE BASE. EXITING 12" BELOW TOP OF CONCRETE BEVEL EDGES BASE. �. _ PARKING `FINISH SURFACE OR GRADE I I��TI-1T�f o o< oo °°. III Z ��o ° ° #8 BARE CU STRANDED r� g " o. °� ° ' �. GROUND CONDUCTOR BONDED M 7 �TO POLE STRUCTURAL STEEL ANCHOR BOLTS. SIZE, NUMBER, MINIMUM DISTANCE AND PLACEMENT PER TO CURB J MANUFACTURERS RECOMMENDATIONS CONDUIT AND CONDU AS SHOWN ON PLAN ° PROVIDE 6' OF #8 GRID. CONDUCTOR CAST CONCRETE BASE AGAINST COILED IN BOTTOM OF POLE BASE UNDISTURBED OR COMPACTED (95% MIN.) EARTH NOTE: DIAMETER & DEPTH OF CONCRETE BASE TO BE DETERMINED ON A REGIONAL BASIS. STRUCTURAL ENGINEER SHALL SIZE REBAR AND CONCRETE BASED ON REGIONAL WEATHER AND SOILS CONDITIONS. NOTE: CONTRACTOR TO INSTALL NON -SHRINK MORTAR GROUT BETWEEN POLE BASE PLATE AND CONCRETE FOUNDATION AS REQUIRED AND SPECIFIED BY POLE MANUFACTURER. OPOLE BASE DETAIL 2NOT TO SCALE A� PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com REV: DATE: 01.16.2025 JOB # A.2411057 Sheet No. ES1 00 2L (23) 1 ® THIS PLAN IS PROPERTY OF PLUMP GROUP ARCHITECTURE & ENGINEERING. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT BE REPRODUCED, COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE R E) OF THE FOREGOING CONDITIONS. RSX1 LED Area Luminaire NIGMRIME n S • nIENIXY C us AdbL 4U, BAA BABA Specifications EPA ft e0°): 0.57 ft2 (0.05 m2)C:t H_ I W Length: 21.8" (55.4 cm) (SPA mount) Width: 13.3" (33.8 cm) L Height: 3.0" (7.6 cm) Main Body / 1(� H 7.2'r (18.4 cm) Arm I 1 Weight: 22.0 Ibs (10.0 kg) (SPA mount): FratalARC2 LED I Catalog Nummber Number Notes Architectural Wall Luminaire II Notes I '' Type QHS FOB4131v r D If HA 111B IN TITLE Introduction 20 The new RSX LED Area family delivers maximum Introduction value by providing significant energy savings, long The Lithonia Lighting ARC LED wall -mounted life and outstanding photometric performance at an luminaires provide both architectural styling and affordable price. The RSX1 delivers 7,000 to 17,000 Specifications — �� visually Comfortable illumination while providing lumens allowing it to replace 70W to 40OW HID the high energy savings and low initial costs for luminaires. Depth (D1): 9.25" The RSX features an integral universal mounting Depth (D2): 7.5" quick financial payback. mechanism that allows the luminaire to be mounted ARC2 delivers up to 6,500 lumens with a soft, on most existing drill hole patterns. This "no -drill" Height: 5" DI non-pixelated light source, creating a visually solution provides significant labor savings. An Width: 14" comfortable environment. It offers integrated easy -access door on the bottom of mounting arm Weight: emergency battery backup options, including allows for wiring without opening the electrical (without options) 11 Ibs 9 cY rY P P 9 compartment. A mast arm adaptor, adjustable an 8W cold temperature option, making it integral slipfitter and other mounting configurations suitable for pedestrian scale applications in any are available. environment. 0 design select Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. Design Select options indicated *See ordering tree for details by this color background. EXAMPLE: R5X1 LED P4 40K R3 MVOLT SPA DDBXD RSX1 LED RSX1 LED P1 30K 3000K R2 Type 2 Wide MVOLT 020V-277W SPA Square pole mounting (3.0" min. SO pole for 1 at 90°, 3.5" min. SO pole for 2, 3,4 at 90°) P2 40K 4000K R3 Type 3 Wide HVOLT (347V-48OV) 3 RPA Round pole mounting (3.2' min. di a. RND pole for 2, 3, 4 at 90°, 3.0" min. dia. RND pole P3 50K 5000K R3S Type 3 Short XVOLT (277V-48OV)4 for 1 at 90°, 2 at 180 , 3 at 120°) P4 R4 Type 4Wiide (use specific voltage for MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) R4S Type 4 Short options as noted) IS Adjustable slipfitter (fits 2-3/8" OD tenon) 6 IRS Type 5 Wide 120' 2771 WBA Wall bracket' R5S Type 5 Short' 208' 3471 WBASC Wall bracket with surface conduit box AFR Automotive Front Row 240' 480 s AASP Adjustable tilt an square pole mounting AFRR90 Automotive front Row AARP Adjustable tilt arm round pole mounting 6 Right Rotated AAWB Adjustable tilt arm with wall bracket 6 AFRL90 Automotive front Row AAWSC Adjustable tilt arm wall bracket and surface conduit box Left Rotated Shipped nsta e HIS House -side shield' PE Photocontrol, button style es PER7 Seven -wire twist -lock receptacle only (no controls) 910.1 SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) s SPD20KV 20KV Surge pack (100 standard) FAO Field adjustable output 9 DMG 0-10V dimming extend out back of housing for external control (control ordered separate)' —finish Shipped Installed arBronze *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) DBLXD Black NLTAIR2PIRHN nLight AIR generation 2, with Networked, Bi-Level motion/ambient sensor' " '3'" DNAXD Natural Aluminum BAA Buy America(n) Act and/or Build America Buy America Qualified DWHXD White CCE Coastal Construction15 DDBTXD Textured Dark Bronze *Note: NLTAIR2 PIRHN with nLight Air can be used as a standalone or networked solution. Sensor DBLBXD Textured Black coverage pattern is affected when luminaire is tilted. DNATXD Textured Natural Aluminum Shipped Separately (requires some field assembly) DWHGXD Textured White EGS External glare shield' EGFV External glare full visor (360'around light aperture) ' BS Bird spikes 76 '. L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) L/GHT/NG m 2018-2024 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR 1344 EAST 7TH ST MONTICELLO, MN 55362 Lithonia RSX1 Area LED Rev. 10/09/24 Page 1 of 9 EXAMPLE: ARC2 LED P2 40K MVOLT PE DDBXD ARC2 LED P1 1,500 Lumens 30K 3000K MVOLT E4WH Emergency battery backup, CEC compliant (4W, 0°C min)' P2 2,000 Lumens 40K 4000K 347' rNWC_l Emergency battery backup, CEC compliant (8W, -20°C min)' P3 3,000 Lumens 50K 5000K PE Button type photocell for dusk -to -dawn operation P4 4,000 Lumens I DMG 0-10V dimming wires pulled outside fixture (for use with an P5 6,500 Lumens external control, ordered separately)z SP06KV 6kV surge protection' FAO Field adjustable light output device. Allows for easy adjustment to the desired light levels, from 20%to 100%' LDS18 18" Fixture leads Accessories Ordered and shipped separately WSBBWDDBXD U Surface -mounted back box (specify finish) DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone NOTES 1 347V not available with E4WH, E8WC and SPD6KV. 2 FAO not available with DMG. If L/THON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • ARC2 LED L/GHT/NG ® 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/27/24 A_T - 19 PLUMP ENGINEERING INC. AM CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL i® 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 n � P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com REV: DATE: 01.16.2025 JOB # Am2411057 Sheet No. ES1 01 2L (24) E��QOL�1a40 (TIRE) PROJECT SITE: DISCOUNT TIRE MNM 13072 1344 EAST 7TH STREET MONTICELLO, MN 55362 SIGN PACKAGE Client: DISCOUNT TIRE MNM 13072 This is an original drawing created by Walton. It is Revision Notes Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance 101olReunionPlace submitted for your personal use, however, it shall at Signs will be manufactured by UL Guidelines. iththe requirements ofArticle600ofthe National Address: 1344 EAST 7TH STREET R1) 02/26/25 -Add full pole cove at sign "B" - RH All Primary electrical service to the sign is the Electrical Code and/or other responsibility applicable local all times remain the property of Walton. It may be Suite 200 R2) P tY of the buyer. If primary electrical service des. This includes proper grounding and San Antonio, Tx 78216 Address: used in connection with the project being planned for is existing and within 6 feet of sign area, Walton to mnding of the sign. you by Walton, but not otherwise. You are not R3) make final connections unless restricted by , P 210. 886. 0644 City/State: MONTICELLO, MN 55362 R4) municipality, he location of the disconnect switch after authorized to show these drawings to anyone waltonsig nage.com H R5) ns allation lshall Electrical coca) Cod h Article 600.6(A)(1) of All work is to be done in accordance with the purchase the National Electrical Code Sales: HOUSE Designer: outside your organization, nor is it to be reproduced, R6 agreement attached hereto.lncaseofvariance ©2024 WALTGNALL RIGHTS RESERVED Date: 01/24/25 PM: TG used, copied or exhibited in any ) between the specifications of the purchase agreement Sheet: 1 WA LTO N Z:1CustomerslDiscount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignagelDESIGNS and this drawing, the drawing shall prevail. PAGE SIZE: 1 1 x17 2L (25) It CHURCH OF ST. HENRY IST ADDITION 321-0„ LOT BLOCK 7 _ 72 _ 1 I (PUBLIC ROAD) E48% - %7r Q71FMTl \\\ \ B I T U M I N O U S .01 — — — — --— r — — — —i• _ — ---- — ------_ _sa=rraa32r-O,r eau _ _ Gryk PeryOP \ \ \ \ ` \ \ — — — DRIVE RceENING \\ \ a CHURCH OF ST HENRY >5' — — \ — — _ \ \ NO BUILDINGS OBSERVED \ ti77 \ \ o \ LOT 7 BLOCK 2 P2 p• DRAINAGE AND UTILtt ' \ \ \ o \ q0 o EASEMENT PE2S PLAT 6o 1ST ADDITION 4 .0" M \ \ \ \ \ \ R3.0' o� 90• 6 SITE & PAVING NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. cs Nq E \ �/ 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, \ \ B�/ G qNo z 7,020 S.F. e �So• � DOOR LOCATION, AND BUILDING UTILITY ENTRANCE LOCATIONS, ETC. \ \ �O �nd,rycz o so / 1. ALL PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED PARALLEL AND PERPENDICULAR yi 4\'9rypS \SF\Ck egSfMFNT p 3Q0' 13 TO THE NORTH AND EAST PROPERTY LINES. \C•1pFs \ fR A/ �3, ",\ / = e d 2. ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING \\ BgCk \ \ qr© REPRESENT FACE OF CURB. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. \ \ \ \ / / yo" j 3. ALL CURB RADII ARE MEASURED TO FACE OF CURB. CURB RADII ARE 3' UNLESS \ \ `C / % �Rror' o OTHERWISE NOTED. \ \ \ � ago 2 N, 4. ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 94° Rr0 \ \ \ \ / o``yo= V Qe\C-") 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. - k'`oFP- �\ \ \ / owe �-•J m~ ��G� �� 6. ALLIMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH NEBRASKA DAS ADA STANDARDS. • O �� /\ O QO\ \ e Q Q/ o`er Q 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. - / s�cyvN �\ "k J J SITE DATAco COVERl�\ o PARCEL AREA NRS�5 IS EXISTING BUILDING AREA 0 0.00 0.0% �"0-EX STING PERVIOUS 2.04 100.0% EXISTING HARDSCAPE AREAAREA088,715 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 14,919 0.34 27.4% 9 PROPOSED HARDSCAPE AREA 39,531 0.91 72.6% \ ``/ % A�' PARKING CALCULATIONS O UT PROVIDED STANDARD SPACES 39 PN(�VI❑ D pGGCFFSSIBLF_ SPACES 2 PROVID 4bTAL SPACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP, 90' SPACE (STANDARD) I� \ wO \ 1Q1 SERVICE BAYS 6 BAYS 4 PER SERVICE BAY 24 SPACES TOTAL REQUIIl�b SPACE§ 24 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 \ \ REQUIRED LOADING SPACES 1 \ PROVIDED LOADING SPACES 1 REQUIRED BIKE SPACES 2 PROVIDED BIKE SPACES 2 �N aropppy� o-'11 BI TU MT N OUS SITE PLAN Scale: 1/64" = V-0" Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01 /24/25 PM: TG \ N v / GRAPHICSCALE 15 0 15 3o 60 \ / . (IN FEET) dig. RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE \ STRUCTURE FOR MANHOLES PIPE LENGTHS ARE \ \ w CONTROL MEASURED TO THE CENTER STRUCTURE THE CITY OF END OF PIPE WHIS fRE THERE /S AN fNOWALL. NANCES AND DVCY MPCA R.A.SM17H, INC. ASSUMES NO RESPONSIBILITY FOR ON, THEM 5T DAMAGES, UAB/D7Y OR COSTS RESUL71NG FROM CHANGES OR ALTERARONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SM17N, INC INSTALURONS AS ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. S7/DWN ON /NlS" —1 A- AYYHDXIMATE THERE MAY THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO BE OTHER UNDERGROUND UTILITY STALLA710NS W17H/N ANY THIRD PARTY /N ANY MANNER Wr7HOUT OBTAINING THE PRO�CT AREA THAT ARE NOTT SHOWN THE EXPRESSED WRITTEN PERMISSION OF R.A.SM/TH, INC. This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) 02126/25 -Add full pole cove at sign "B" - RH all times remain the property of Walton. It may be R2) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, ) RR5) used, copied orexhibited in any fashion. DCustomers0socunt Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignagelDESIGNS Signs will be manufactured with 120 Volts A/C. his sign is intended to be in Signs will be manufactured by UL Guidelines. Mth the requirements ofArti All Primary electrical service to the sign is the Electrical code and/or other responsibility of the buyer. If primary electrical service xces. This includes proper is existing and within 6 feet of sign area, Walton to mnding of the sign. make final connections unless restricted by municipality, Fhe location of the disconne All work is to be done in accordance with the P purchase ns he Nation shall comply with he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement this drawing, the drawino PAGE S IZ and shall prevail. stalled in accordance cle 600 of the National applicable local grounding and I I 'ct switch after Article 600.6(A)(1) of E: 11x17 Sheet: 2 04 All Element' r' og and BodMy & Egwpme a Auto body s op • St Henry Catholic Church ® 4~ qti� ` • .4. fie Ho e e o ,• % ` P ec Ou fury . - '�s �► SunnyDays Therapy 0 wr ationa e of Commerce A . „. • r'w a ^ , AERIAL VIEW Scale: Not to Scale Client: DISCOUNT TIRE MNM 13072 This is an original drawing created by Walton. It is Revision Notes 10101 Reunion Place Address: 1344 EAST 7TH STREET submitted for your personal use, however, it shall at R1) 02/26125 -Add full pole cove at sign "B" - RH Suite 200 all times remain the property of Walton. It may be R2) San Antonio, Tx 78216 Address: used in connection with the project being planned for R3 you by Walton, but not otherwise. You are not ) P 210. 886. 0644 City/State: MONTICELLO, MN 55362 R4) authorized to show these drawings to anyone waltonsignage.com Sales: HOUSE Designer: IP outside your organization, nor is itto be reproduced, R5) R6) WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01/24/25 PM: TG used, copiedor exhibited inanyfashion. Z:1CustomerslDiscount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignagelDESIGNS W Signs will be manufactured with 120 Volts A/C. This sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. with the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service codes. This includes proper grounding and is existing and within 6 feet of sign area, Walton to bonding of the sign. make final connections unless restricted by municipality. The location of the disconnect switch after All work is to be done in accordance with the urchase P ins allation shall comply with A icle 600.6(A)(1) of he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement this drawing, the drawing PAGE SIZE: 1 1 and shall prevail. x17 S E Sheet: 3 0 0 CL 71 /07% 1V-6rr CL__DISCoUIIt°__ (TIRE) M Cl) v v OD/F EXTERIOR MONUMENT SIGN (50 SQ FT) FACE OF SIGN Scale: 3/8" = V-0" FOOTING, SUPPORT PIPE & BASE, SUPPORT PIPE: STEEL SUPPORT PIPE, FOUNDATION PER ENGINEERING 2'-6" 2'-0" 4" CO C4 C14 FAUX MASON BASE 2'-0" MAIN CABINET: 2" x 2" x .125 ALUM TUBE FRAME WITH ROUTED FACES FOR PUSH THRU GRAPHICS. SIDES AND TOP TO BE .125" ALUM. REMOVABLE FOR INSTALLATION & SERVICE ACCESS. 2" x 2" x 3/16" ANGLE IRON POLE POCKET WITH 1" X 1" X 1/8" ANGLE IRON POLE GUIDES SIZED PER ENGINEERING PAINT: WHITE, SATIN FINISH ILLUMINATION: LED LIGHTING SYSTEM AS REQUIRED FOR PROPER ILLUMINATION DISCOUNT LETTERS, PUSH THRU ACRYLIC: 3/4" CLEAR ACRYLIC PUSHED THRU FACE 1/2", ACRYLIC TO HAVE 1ST SURFACE VINYL VINYL: 3M 3630-33 RED VINYL / 3M #3630-22 BLACK VINYL ACRYLIC BACK UP :.177" #2447 DIFFUSER PLEX TIRE, PUSH THRU ACRYLIC: 3/4" CLEARACRYLIC PUSHED THRU FACE 1/2", ACRYLIC TO HAVE 1ST SURFACE VINYL VINYL: 3M #3630-22 BLACK VINYL ACRYLIC BACK UP :.177" #2447 DIFFUSER PLEX OUTLINE, VINYL: 3M #3630-22 BLACK VINYL DISCOUNT NIGHT VIEW Scale: NTS REVEAL & CAP STRUCTURE, TOP CAP: 6" x 4" x .063" CUSTOM BREAK FORMED ALUMINUM C CHANNEL REVEAL: 3" x 1" x .125" ALUMINUM REC. TUBE MIDDLE CAP: 3"H .080" BREAK FORMED ALUMINUM WITH 3" x 1" x .125" ALUMINUM REC. TUBING INNER STRUCTURE PAINT. BLACK, SATIN FINISH WITH LIGHT TEXTURE BASE: ANGLE IRON FRAME WITH CEMENT BOARD/PLYOOD SURFACE MASONRY: FAUX MASON BASE, PAINTED TO MATCH SW SW 7066 GRAY MATTERS, SATIN FINISH ALUM. BASE WITH HEAVY TEXTURE FINISH AND GROOVES TO MIMIC CMU BLOCK ADDRESS NUMERALS: 2 SETS OF RED PLASTIC FORMED ADDRESS NUMBERS ELECTRICAL NOTE: IT IS THE CUSTOMERS RESPONSIBILITY TO PROVIDE 120 VOLT PRIMARY ELECTRICAL SERVICE WITH DEDICATED CIRCUIT(S). INCLUDING GROUND WIRING DIRECTLY FROM PANEL BOX WITHIN SIX (6) FEET OF SIGNAGE. INSTALLATION TO MEET N.E.C., UL & LOCAL CODES Sw,650 E<<1EGRq� MOUNTING NOTE: INSTALLER IS REQUIRED TO VERIFY ACTUAL FIELD CONDITIONS & PROVIDE NECESSARY MOUNTING HARDWARE & METHOD OF BLACK ATTACHMENT TO ENSURE SAFE INSTALLATION. INSTALLATION TO MEET N.E.C., UL & LOCAL CODES ALUMINUM FILLER ©LISTED ROUTED.125ALUMINUM FACESJF,,,. I) lIL II [ ] HANLEY WHITE LEDs ) I ) i r 7 r ] %" ACRYLIC ( ) PUSH THROUGH r (1/2" PROUD) rSERVICE PROVIDED BYOTHERS ANGLE IRON POLE POCKET, SIZE PER ENGINEERING 9( CABINET -SECTION VIEW R.O.P.T. FACE Scale: Not to Scale ILLUMINATED EDCC HP WHITE FILM RED FILM BLACK FILM '/d' OPAQUE BLACK FILM OUTLINE OVER HP WHITE FILM DISCOUNT LETTERS ILLUMINATED FACE EDGE LIT j W CLEAR PUSH THROUGH ACRYLIC '/z' PROUD) TRANSLUCENT RED FILM / 2447 WHITE ACRYLIC DIFFUSER LAYER 2447 WHITE ACRYLIC DIFFUSER LAYER TIRE LETTERS NON -ILLUMINATED FACE EDGE LIT 3/4' CLEAR PUSH THROUGH ACRYLIC %° PROUD W/ HP WHI E FILM A D OPAQUE BLACK FILM OVERLAY WELDED STUDS AND NUT END 125ALUM. FACE PTD SATIN WHITE FACES AND RETURNS BLACK FILM BORDER AND ® SYMBOL APPLIED TO FACE OF EDGE LIT BACKER DETAIL VIEW ROUTED OUT PUSH THRU COPY Scale: Not to Scale Client: DISCOUNT TIRE MNM13072 This is an original drawing created by Walton. It is Revision Notes Signs will be manufactured with 120Volts A/C. "This sign is intended to be installed in accordance 10101 Reunion Place submittedfor your personal use, however, itshallat Signs will be manufactured by UL Guidelines. with the requirements ofAdlcle600ofthe National Address: 1344 EAST 7TH STREET all times remain the grope ty of Walton. It may be R1) 02/26/25 -Add full pole cove at sign "B" - RH All Primary electrical service to the sign is the Instal ectrical Code and/or other applicable local Suite200 R2) ponsibilityofthebuyer.Ifprimaryelectricalservice des. Thisincludesproper grounding and San Antonio, TX78216 Address: usedinconnectionwiththeprojectbeingplannedfor is existing and within6feetofsignarea,Waltonto ndmgofthesign. you by Walton, but not otherwise. You are not R3) make final connections unless restricted by P 210. 886. 0644 City/State: MONTICELLO, MN 55362 R4) municipality, e location of the disconnect switch after authorized to show these drawings to anyone lation shall comply with Article 600.6(A)(1)of waltonsignage.com Sales: HOUSE Designer: IP outside your organization, nor is it to be reproduced, R5) All work is to be done in accordance with the purchase the National Electrical Code R6 agreement attached hereto. In case of variance OC 2024 WALTON ALL RIGHTS RESERVED Date: 01/24/25 PM: TG used, copied orexhibited in anyfashion. ) between the specifications of the purchase agreement WA LTO N ZACustomers0iscount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignageOESIGNS and this drawing, the drawing shall prevail. PAGE SIZE: 11 A 7 Sheet: 4 2L (28) a 13,4,4 • PROVIDE AND INSTALL TWO (2) SETS OF PLASTIC FORMED ADDRESS NUMBERS • RED R/H #2793 • PILL GOTHIC FONT • STUD MOUNTED FLUSH ON BASE OF D/F MONUMENT PLASTIC FORMED RED CHARACTER (R/H #2793) T NUT RECEIVER 3/16" DIA. ALUM. ALL -THREAD STUD EMBED MIN. 3" (4" STUD) DETAIL VIEW PLASTIC FORMED FLUSH MOUNTED -RED Scale: Not to Scale Client: DISCOUNT TIRE MNM 13072 This is an original drawing created by Walton. It is Revision Notes Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance 10101 Reunion Place submitted for your personal use, however, it shall at Signs will be manufactured by UL Guidelines. ith the requirements of Article 600 of the National Address: 1344 EAST 7TH STREET R1) 02/26/25 -Add full pole cove at sign "B" - RH All Primary electrical service to the sign is the Electrresponsibility cal Code and/or other applicable local all times remain the property of Walton. It may be Suite 200 R2) P tY of the buyer. If primary electrical service des. This includes proper grounding and San Antonio, Tx 78216 Address: used in connection with the project being planned for is existing and within 6 feet of sign area, Walton to tonding of the sign. you by Walton, but not otherwise. You are not R3) make final connections unless restricted by authorized to show these drawings to anyone P 210. 886. 0644 City/State: MONTICELLO, MN 55362 R4) municipality, Fhe location of the disconnect switch after waltonsig nage.com H R5) ns allation lshall Electrical coca) Cod h Article 600.6(A)(1) of Sales: HOUSE Designer: I P outside your organization, nor is it to be reproduced, All work is to be done in accordance with the purchase the National Electrical Code R6) agreement attached hereto. In case of variance © 2024 WALTGN ALL RIGHTS RESERVED Date: 01124125 PM: TG used, copied orexhibited in any fashion. between the specifications of the purchase agreement WA LTO N Z:1CustomerslDiscount Tire1_LocationslMN1MN Monticello MINIM 13072\344778 Bldg SignagelDESIGNS and this drawing, the drawing shall prevail. PAGE SIZE: 1 1 x17 Sheet: 5 2L (29) 14'-8" 14'-0" 9,-All L"-U" 0 0 N M 4" Lo�srouNt: (TIRE) i� TBD Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01 /24/25 PM: TG — PTD. TO MATCH 186C RED, SATIN FINISH WITH LIGHT TEXTURE — WHITE FLEXIBLE FACES 3630-33 RED VINYL AND 3630-22 BLACK VINYL RETAINERS PTD. WHITE CABINET BODY PTD. WHITE, SATIN FINISH WITH LIGHT TEXTURE PTD. TO MATCH 186C RED, SATIN FINISH WITH LIGHT TEXTURE 10 %" X .365" WALL STEEL PIPE 35 KSI STEEL PIPE STEEL PIPE TBD BY ENGINEERING PTD.BLACK 16" X .375" WALL STEEL PIPE 35 KSI STEEL PIPE. STEEL PIPE TBD BY ENGINEERING LUMINUM CONSTRUCTION POLE COVER // WHITE FORMED ADDRESS NUMERALS, AINT BLACK, SATIN FINISH WITH LIGHT TEXTURE CONCRETE FOOTING TO BE VERIFIED BY ENGINEERING I/Y.�r�r.li,4ras i.laaJ/Y:yU� OD/F PYLON SIGN - 98 SQ. FT. (Face of Sian) Scale: 3/16" = V-0" MANUFACTURE AND INSTALL ONE (1) NEW D/F PYLON SIGN This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) 02126/25 -Add full pole cove at sign "B" - RH all times remain the property of Walton. It may be R2) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, ) RR5) used, copied orexhibited in any fashion. J 2'-8" SIDE VIEW Scale: 3/16" = V-0" CAP DETAIL - NOT TO SCALE - DISCONNECT SWITCH SURVEY NOTE: VERIFICATION REQUIRED PRIOR TO MANUFACTURING. Z:1CustomerslDisoount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignagelDESIGNS DI(ir¢I OVNt ISOMETRIC VIEW Scale: Not to Scale IQLISTED ALUMINUM FILLER y FLEX FACE RETAINER -->I)-1 � � I I :-' , , i � HANLEY WHITE LED I I I i , , � FLEX FACES I I I , ' ' W/ RED AND BLACK � I , VINYLGRAPHICS ' I ' SERVICE PROVIDED BY OTHERS ANGLE IRON FRAME �1 CABINET -SECTION VIEW FLEXIBLE FACE Scale: Not to Scale wH/TF 0 PANT pNE 10 86C RFD 3M RED 3M BLACK 3630-3412 3630-22 BACK Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. Mth the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or otherapplicable local responsibility of the buyer. If primary electrical service xces. This includes proper grounding and is existing and within 6 feet of sign area, Walton to minding of the sign. make final connections unless restricted by EA V , municipality, Fhe location of the disconnect switch after oil All work is to be done in accordance with the purchase P ns allation shall comply with Article 600.6(A)(1) of he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement Sheet: 6 and this drawingt the drawino shall prevail. PAGE SIZE: 11 X17 2L (30) WA LTO N 10101 Reunion Place Suite 200 San Antonio, TX 78216 P 210. 886. 0644 waltonsignage.com QC 2024 WALTON ALL RIGHTS RESERVED 1 3 �A7 PLASTIC FORMED RED CHARACTER (R/H #2793) T NUT RECEIVER 3116" DIA. ALUM. ALL -THREAD STUD EMBED MIN. 3" (4" STUD) DETAIL VIEW PLASTIC FORMED FLUSH MOUNTED -RED Scale: Not to Scale NON -ILLUMINATED MONUMENTIPYLON BASE NUMBERS •RED Scale: 1 1/2" = V -0" • PROVIDE AND INSTALL TWO (2) SETS OF PLASTIC FORMED ADDRESS NUMBERS • RED R/H #2793 • PILL GOTHIC FONT • STUD MOUNTED FLUSH ON BASE OF D/F MONUMENT/PYLON Client: DISCOUNT TIRE MNM 13072 Address:1344 EAST 7TH STREET Address: City/State- MONTICELLO. MN 55362 Sales: HOUSE Designer: IF Date: 01/24/25 pM: TG This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Revision Notes R1) 02/26/25 -Add full pole cove at sign "B" R2) R3) R4) R5) R61 Z:1CustomerslDiscount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignagelDESIGNS RH Signs will be manufactured with 120 Volts A/C. is sign is intended to be installed in accordance SIgnS WIII be manufactured by UL Guidelines. the requirements of Article 600 of the National All Primary electrical service to the sign is the ectrical Code and/or other applicable local responsibility of the buyer. If primary electrical servicedes. This includes proper grounding and is existing and within 6 feet of sign area, Walton to nding of the sign. [he make final connections unless restricted by municipality. e location of the disconnect switch after tallation shall comply with Article 600.6(A)(1) of All work is to be done in accordance with the purchase Natonal Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement PAGE SIZE: 1 1 X'I and this drawing. the drawing shall prevail. 111, /91344778 GND Sheet: 7 2L (31) E��QOL�1a40 (TIRE) PROJECT SITE: DISCOUNT TIRE MNM 13072 1344 EAST 7TH STREET MONTICELLO, MN 55362 SIGN PACKAGE Client: DISCOUNT TIRE MNM 13072 This is an original drawing created by Walton. It is Revision Notes Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance 101ol Reunion Place submitted for your personal use, however, it shall at Signs will be manufactured by UL Guidelines. ith the requirements of Article600ofthe National Address: 1344 EAST 7TH STREET R1) All Primary electrical service to the signs the Electrical Code and/or other applicable local all times remain the property of Walton. It may be responsibility of the buyer. If rlma electrical service Suite 200 �) res P tY Y P ry des. This includes proper grounding and San Antonio, Tx 78216 Address: used in connection with the project being planned for is existing and within 6 feet of sign area, Walton to riding of the sign. you by Walton, but not otherwise. You are not R3) make final connections unless restricted by ' P 210. 886. 0644 CitylState: MONTCELLO, MN 55362 R4) municipality, he location of the disconnect switch after line] authorized to show these drawings to anyone MI waltonsig nage.com H R5) ns allation lshall Electrical coca) Cod h Article 600.6(A)(1) of All work is to be done in accordance with the purchase the National Electrical Code WSales: HOUSE Designer: outside your organization, nor is it to be reproduced, R8 agreement attached hereto. In case of variance ©2024 WALTON ALL RIGHTS RESERVED Date: 01/24/25 PM: TG used, copied or exhibited inanyfashion. ) between the specifications of the purchase agreement Sheet: 1 WA LTO N Z:1CustomerslDiscount Tire1_LocationslMN1MN Monticello MNM 130721344778 Bldg SignagelDESIGNS and this drawing. the drawing shall prevail. PAGE SIZE: X 17 2L (32) BITUMINOUS pppypppyrt o-;e1 SITE & PAVING NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, DOOR LOCATION, AND BUILDING UTILITY ENTRANCE LOCATIONS, ETC. 1. ALL PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED PARALLEL AND PERPENDICULAR TO THE NORTH AND EAST PROPERTY LINES. 2. ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING REPRESENT FACE OF CURB. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. 3. ALL CURB RADII ARE MEASURED TO FACE OF CURB. CURB RADII ARE 3' UNLESS OTHERWISE NOTED. 4. ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL IMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH NEBRASKA DAS ADA STANDARDS. 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. SITE DATA PARCEL AREA 49S�5 fi4 COVERAE EXISTING BUILDING AREA 0 0.00 0.0% EXSTING PERVIOUS AREA 88,715 2.04 100.0% EXISTING HARDSCAPE AREA 0 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 14,919 0.34 27.4% PROPOSED HARDSCAPE AREA 39,531 0.91 72.6% PARKING CALCULATIONS P(R(��OVIDED SSTTGANFFDARDL�SPACES 39 PROVID 4bTAL SPACES ACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP, 90' SPACE (STANDARD) SERVICE BAYS 6 BAY 4 PER SERVICE BAY 24 SPACES TOTAL REQUIIl b SPA � 24 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 REQUIRED LOADING SPACES 1 PROVIDED LOADING SPACES 1 REQUIRED BIKE SPACES 2 PROVIDED BIKE SPACES 2 SITE PLAN Scale: 1/64" =11-0" Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01 /24/25 PM: TG CHURCH OF ST. HENRY IST ADDITION LOT 1 BLOCK 7 p� (PUBLIC ROAD) E48 7W _ _ 77A07 -- o— — — — — — --. ----------- mo_r -----i.��— mrraaleala BUILDING 8 LANDSCAp E SETBACK — 'PO NO BUILDINGS OBSERVED \ CHURCH OF ST HENRY — — — — — a \ LOT 7 BLOCK 2 P� N p \ \ IST ADDITION \ o \ \ R3.0' ,o \ IIo \ \ S q/NgOF \ \ m BG\ N qN° G 7.020 S.F. CZ `��ys NOS o/\SF\ck n ryegSFMFNT 61 TU M I N 0 u s 77 —DRAINAGE AND UTILITY(� / EASEMENT PE6R PLAT / °6 / / / / / 501 e h a Pf/GN% R OF \ \ R3.0' BpOk ,yam y S s3° yw. s �l \ \ \ \ \ \ ,qy °71 Ar 4'Vk LEGEND — — — — PROPERTY LINE PROPOSED 18" CURB & GUTTER 0 HEAVY—DUTY CONCRETE PAVEMENT 0 CONCRETE SIDEWALK I PROPOSED GREENSPACE STANDARD DUTY ASPHALT PAVEMENT _ HEAVY DUTY ASPHALT PAVEMENT 6. PROPOSED ACCESSIBLE PAVEMENT MARKING 10 STALL PARKING COUNT 4 PROPOSED LIGHT POLE ON CONCRETE BASE (SEE PHOTOMETRIC PLAN) DRIVE OPENING Tp M/ / °U / S N \ GRAPHICSCALE 15 0 15 6.0 30 (IN FEET) Know what's below. A // Cal I before you dig. RIM ELEVATIONS ARE 61MV TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE / STRUCTURE FOR MANHOLES PIPE LENGTHS ARE \ / CONTRACTOR SHALL PROND£ EROSION CONTROL FACIU71ES /N ACCORDANCE WTH THE CITY OF MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE THERE /S AN fNDWALL. MONTICELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLUTION CONTROL AGENCY (MPCA) R.A.SWITH, INC. ASSUMES NO RESPONSIBILITY FOR STORMWA TER MANUAL, LATEST EDITION, THE MOST STRINGENT TO APPLY. DAMAGES, UAB/U7Y OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WTHOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SM17N, INC THE LOCATIONS OF EXISTING U77UTY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. BE O UNDERGROUND INSTALLATIONS W1)N/N THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W9THOUT OBTAINING RE NOT SHOWN TI1£ PRO�CT AREA THAT ARE THE EXPRESSED WI TEN PERMISSION OF R.A.SMOTH, INC. This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R2) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, ) RR5) used, copied orexhibited in any fashion. ZACustomers0scount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignageOESIGNS Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. Mth the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service xces. This includes proper grounding and is existing and within 6 feet of sign area, Walton to mnding of the sign. make final connections unless restricted by municipality, The location of the disconnect switch after All work is to be done in accordance with the purchase P ation shall comply with Article 600.6(A)(1) of he N he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement this drawing, the drawino PAGE SIZE: 11x17 and shall prevail. Sheet: 2 �2L 133) • 101ments'.glund Body Equipment 8 v - - . 4 !fit ► � 't �► � onsommu. i writ AERIAL VIEW Scale: Not to Scale Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N (0 2024 WALTON ALL RIGHTS RESERVED Date: 01 /24/25 PM: TG St Henry Catholic Church WrT t A �r r .t st 4L SunnyDays Th i . This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R1) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, R5)R6) used, copied orexhibited in any fashion. ZACustomers0scount Tire\_Locations\MN\MN Monticello MNM 13072\344778 Bldg SignageOESIGNS • Sit b w Signs will be manufactured with 120 Volts AIC. This sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. with the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service codes. This includes proper grounding and is existing and within 6 feet of sign area, Walton to bonding of the sign. make final connections unless restricted by municipality. The location of the disconnect switch after All work is to be done in accordance with the urchase P ins allation shall comply with A icle 600.6(A)(1) of he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement this drawing, the drawino PAGE SIZE: 11x17 and shall prevail. N E Sheet: 3 / 2L (34) `60'-0"60,-0" OD METAL CAP ROOF HATCH (BEHIND) 26' T.O. P T.O. PARAPET LJI ' OC METAL TRIM CAP ,0 _`., Fr-�r�r41 "--r-� SPLIT FACE CMU OH 16._B» , , , , , , , , , , , , , , , , , , , , , , , , , , , , B.O. METAL TRIM CAP o _ zo lO SPLIT FACE CMU - 9 N N` �, r SPLIT FACE CMU OI WALL MTD. j J _ I LIGHT FIXTURE ! 3'-0" HT. BOLLARD < FIN. FLR. L14"X14" LOUVER PAINT HOLLOW METAL DOOR < COLOR TO MATCH ADJ. WEST ELEVATION Scale: 1/16" = V-0" I 117'-0" 117'-0" OA INTERNALLY ILLUMINATED SIGNAGE I EQJ11l8'-1 ��2+' I EQ SPLIT FACE CMU OH 26'-0" I I T.O. PARAPET , , \ , , , U' \ .. R E 0 C''4 ;<r' OH SPLIT FACE CMU r A I FIN. FLR. NORTH ELEVATION O MAIN NJ `HOLLOW METAL DOOR < L SPLIT FACE CMU O OCT CABINET • ' Scale: 1/16" = 1'-0" AND METER 26'-0" T.O. PARAPET OC METAL TRIM CAP rik 16-8" B.0"IVETAL TRIM CAP O WALL MTD. N LIGHT FIXTURE OI SPLIT FACE CMU COILING DOOR: FACTORY PRE -FINISHED POWDER - COAT TO MATCH: RAIL 7038 / MATTE 0•_0" 60'-0" n so'—o" <9>METAL CAP tlr( 1 8'-1 1iv INTER NEvOO M CAP < JIONAOt 26'-0" .. , t 26'-0" — T.O. PARAPET +/ ((rr7)) i l J , , , r T.O. PARAPET ROOF -MOUNT W jVAC %� �� UNITS (SHOWN B" IND PARAPET WALL) , �� /Tr-1 FO SPLIT FACE 0 �� T I R E �- J �I;,,,,,,,,,,,,,,,''� I - N T.O. STOREFRONT � � c'7 SPLIT FACE CMU < �J EIFS ON STEEL » » z z » N BEAM 2'-8" B.O. MULLION 0-0 FIN. FIN. FLR. - j FIN. FLR. OG STOREFRONT J EAST ELEVATION DOOR TO MATCH O ® ANODIZED ALUM. STOREFRONT SYSTEM GO � Scale: 1/16" = 1'-0" ME AL CAP DO 26'-O" 2 T.O. PARAPET .- �. ME'AL TRIM CAP OC ' 'i B.O. NETAL TRIM CAP WAI rD. LIGI N XTURE FIRI: ALARM ((( / HOHN-STROBE Hot LOW METAL DOOR OL \ o'—o" J FIN. FLR. Y 11 T-0" 117'-0" — SPLIT FACE OH — EIFS ON STEEL BEAMS JO INTERNALLY ILLUMINATED METAL CAP EO CMU SIGNAGE 1 METAL CAP OD I 72'-6 _F 26'-0" , . k_J ,,, , , , , , , , , , , 'J / 1 - - \ T.O. PARAPET .��' 1 ( - J.�' �'�/"l�f� ROOF -MOUNTED HVAC -- - - ---------- UNITS SHOWN BEHIND PARAPET WALL 6 , -1 f SPLIT FACE CMU 12'-0" T.O. STOREFRONT EIFS ON STEEL BEAM �J KNOX BOX MOUNTED - RECESSED IN WALL 0 +5'-0" AFF. I 2'-8" B.O. MULLION b� 0 _0" 't FIN. FLR. " I FIN. FLR. < 3 -0 HT. BOLLARD OVERHEAD SECTIONAL DOOR NOTE. AT PILASTERS, THE SIDES J ANODIZED ALUM. STOREFRONT SYSTEM GO FACTORY PRE -FINISHED OF THE BLOCK THAT FACE THE STOREFRONT O BRASS DOWNSPOUT NOZZLE POWDER R COAT TO /MATTE MATCH R DRYLAC AND DOOR OPENINGS ARE SMOOTH. PAINT SOUTH ELEVATION EXPOSED PRECISION CMU SURFACE TO MATCH CMU Scale: 1/16" = V-0" Client: DISCOUNT TIRE MNM 13072 This is an original drawing created by Walton. It is Revision Notes 10101 Reunion Place Address: 1344 EAST 7TH STREET submitted for your personal use, however, it shall at R1) Suite 200 all times remain the property of Walton. It may be R2) San Antonio, Tx 78216 Address: used in connection with the project being planned for you by Walton, but not otherwise. You are not R3 ) P 210. 886. 0644 City/State: MONTICELLO, MN 55362 R4) authorized to show these drawings to anyone waltonsignage.com Sales: HOUSE Designer: IP outside your organization, nor is itto be reproduced, R5) used, copied or exhibited inanyfashion. R6) WA LTO N ©2024 WALTON ALL RIGHTS RESERVED Date: 01124125 PM: TG ZACustomers0iscount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg SignageOESIGNS Sw625g TRlCO R N gtACK SW 7650 FLCIE GRAV Sw,1 04 C0T T ON WN/TF FINISH LEGEND OA 3-DIMENSIONAL INTERNALLY ILLUMINATED SIGNAGE (UNDER SEPARATE PERMIT) OB PAINT SHERWIN WILLIAMS SW 7104 COTTON WHITE" < METAL TRIM CAP - 8" LINK & LOCK BY LONGBOARD - LONGBOARD COLOR "SLATE GREY". CONTACT: MICHAEL CAREY AT MCAREYCLONGBOARDPRODUCTS.COM. AND (720) 813-3383 O METAL CAP - COLOR TO MATCH SW 7104 COTTON WHITE" It>METAL CAP - COLOR TO MATCH SW 6258 TRICORN BLACK" O NATURAL GRAY SPLIT -FACE CMU BLOCK PAINED TO MATCH SW 6258 "TRICORN BLACK" OANODIZED ALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED - SERIES 451T BY KAWNEER < INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7104 "COTTON WHITE" Oj INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7650 "ELLIE GRAY" Oj EIFS ON STEEL BEAMS - COLOR TO MATCH RAIL 7038/MATTE TIGER DRYLAC O STEEL BOLLARDS - POWDER COAT COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC OL HOLLOW METAL DOORS - PAINTED SHERWIN WILLIAMS SW 7650 "ELLIE GRAY" Signs will be manufactured with 120 Volts AIC. his sign is intended to be installed in accordance Signs Will be manufactured by UL Guidelines. Mth the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service xces. This includes proper grounding and is existing and within 6 feet of sign area, Walton to minding of the sign. make final connections unless restricted by municipality, Fhe location of the disconnect switch after All work is to be done in accordance with the purchase P nstallation shall comply with Article 600.6(A)(1) of he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement and this drawing, the drawing shall prevail. PAGE SIZE: 11 X17 Sheet: 4 60'-0" 2L (35) OD METAL CAP ROOF HATCH (BEHIND) _ 26'-0" T.O. PARAPET i1AA OC METAL TRIM CAP I I 4— SPLIT FACE CMU O O ZO OI SPLIT FACE CMU - N Ch -SPLIT FACE CMU OI LIGHT FIXTURE 3'-0" HT. BOLLARD OK 14"X,4 LOUVER PAINT HOLLOW METAL DOOR OL COLOR TO MATCH ADJ. WEST ELEVATION Scale: 1/16" = V-0" 1 117'-0" OA INTERNALLY ILLUMINATED SIGNAGE EQ pe-1 1/2i 11 ^ SPLIT FACE CMU H .. i,10��0�11�Tli w i T RE); r_x O CC) N T OH SPLIT FACE CMU _d r �rIN. r O® AIN NORTH ELEVATION CT C ©INET Scale: 1/16" = 1'-0" AND HE TL R 9 (9 1 OC METAL TRIM CAP O WALL MM. ZO >* N LIGHT FIXTURE (0 O SPLIT FACE CMU — N > COILING DOOR: FACTORY PRE -FINISHED POWDER COAT TO MATCH: RAL 7038 / MATTE _ O' _C IF FIN. VLR. OK 3'-0" HT. BOLLARD — go BRASS DOWNSPWT NOZZLE SOUTH ELEVATION Scale: 1/16" = V-0" Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO. MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01 /24/25 PM: TG HOLLOW METAL DOOR 11 T-0" T - SPLIT FACE CMU OI I EOMETAL CG Jill 26'-0" R I.V. VAKAr ROOF -MC UNITS (SI PARAPET FO SPLIT FAQ O zo 1 0 N T.O. S70REf OJ EIFS ON BEAM ,A 0. IAUW( O � EAST ELEVATION Scale: 1/16" = V-0" 117'-0" - SPLIT FACE O EIFS ON STEEL BEAMS O INTERNALLY ILLUMINATED CMU METAL CAP O r `NA`�7L'-6 14'-11" J OVERHEAD SECTIONAL DOOR FACTORY PRE -FINISHED POWDER COAT TO MATCH RAL 7038 / MATTE TIGER DRYLAC �QlS�o�'litr TIRE ) KNOX BOX MOUNTED RECESSED IN WALL O +5'-0' AFF. Cf%' f%" OG STOREFRONT DOOR TO MATCH ANODIZED ALUM, STOREFRONT SYSTEM \/ — ME AL CAP O 26'-0" T.O. PARAPET ME AL TRIM CAP OC .0. hETAL TRIM CAP CD — WA fD LIG N' XTURE FIRE ALARM H N-STROBE H LOW METAL DOOR LO 'L- METAL CAP OE I26'-0" T.O. PARAPET IF i ROOF -MOUNTED HVAC UNITS (SHOWN BEHIND PARAPET WALL) SPLIT FACE CMU OF -- NOTE: AT PILASTERS, THE SIDES -' OF THE BLOCK THAT FACE THE STOREFRONT AND DOOR OPENINGS ARE SMOOTH. PAINT EXPOSED PRECISION CMU SURFACE TO MATCH CMU 12'-0" Al T.O. STOREFRONT "V - EIFS ON STEEL BEAM OJ B.o. M�nufnUN 5' ANODIZED ALUM. STOREFRONT SYSTEM OO This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R1) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, ) RR5) used, copied orexhibited in any fashion. ZACustomers0scount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg Signage0ESIGNS M CAP O 26'-0" T.O. PARAPET SPLIT FACE CMU OH FIN.0FLO.'-0" SW 6258 T R/CORN StAC K SW 7650 ELCIE GRAY Sw,'04 COTTON WHITE FINISH LEGEND OA 3-DIMENSIONAL INTERNALLY ILLUMINATED SIGNAGE (UNDER SEPARATE PERMIT) OB PAINT SHERWIN WILLIAMS SW 7104 COTTON WHITE" O METAL TRIM CAP - 8" LINK & LOCK BY LONGBOARD - LONGBOARD COLOR "SLATE GREY". CONTACT: MICHAEL CAREY AT MCAREYOLONGBOARDPROOUCTS.COM. AND (720) 813-3383 OD METAL CAP - COLOR TO MATCH SW 7104 'COTTON WHITE" OE METAL CAP - COLOR TO MATCH SW 6258 TRICORN BLACK" O NATURAL GRAY SPLIT -FACE CMU BLOCK PAINED TO MATCH SW 6258 -TRICORN BLACK" OANODIZED ALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED - SERIES 451T BY KAWNEER O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 7104 "COTTON WHITE" O INTEGRAL COLOR SPLIT FACE CMU TO MATCH SW 76. "ELLIE GRAY" Oj EIFS ON STEEL BEAMS - COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC O STEEL BOLLARDS - POWDER COAT COLOR TO MATCH RAL 7038/MATTE TIGER DRYLAC LO HOLLOW METAL DOORS - PAINTED SHERWIN OWAMS SW 7650 "EWE GRAY" Signs will be manufactured with 120 Volts A/C. This sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. with the requirements ofANcle 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service codes. This includes proper grounding and is existing and within 6 feet of sign area, Walton to bonding of the sign. make final connections unless restricted by MIA EA YN441 O ' municipality. The location of the disconnect switch after All work is to be done in accordance with the purchase P installation shall comply with A icle 600.6(AI(1) of he Na onal Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement Sheet: 5 and this drawing, the drawing shall prevail. PAGE SIZE: 11 X17 Lf") 2L (36) M v CV 18'-1 11/2' 17'-3" 9'-91/8' SEAMS- L -A T-4 %" L --------- o0 tR � NCE-LIT and HALO -LIT DNLY —V2 BLACK VINYL BORDER APPLIED DIRECTLY TO BACKER PANEL O O CUSTOM USTO MFABRIICATED " DISCOUNT TIRE " FACE -LIT / HALO ILLUMINATED CHANNEL LETTERS W/BACKER PANEL - EXTERIOR QTY. (3) REQ'D "DISCOUNT"AREA 47.97 SQ. FT "TIRE" AREA 11.40 SQ. FT. BACKER SIZE 5-7 %a" x 18'-1 11/2" ILLUMINATION HANLEY 7000k WHITE L.E.D.s ELECTRICAL 5 amps ea. / 120V- (1) 20 amp circuit (provided by GC) FACE COLOR DISCOUNT: V1 / V2 • TIRE and border outline: V2 TRIMCAP COLOR P.F. Black RETURN COLOR P.F. Black VINYL 3M 3630-33 3M 3630-22 RED BLACK Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01/24/25 PM: TG This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R1) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, R5)R6) used, copied orexhibited in any fashion. ZACustomers0iscount Tire1_LocationslMN1MN Monticello MINIM 13072\344778 Bldg SignageOESIGNS NIGHT VIEW J-BOX PROVIDED BY GC CENTER ON LETTERS INSIDE WALL Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance Signs will be manufactured by LIL Guidelines. Mth the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrcal Code and/or other applicable local responsibility of the buyer. If primary electrical service xces. This includes proper grounding and is existing and within 6 feet of sign area, Walton to minding of the sign. make final connections unless restricted by municipality, Fhe location of the disconnect switch after All work is to be done in accordance with the purchase P ns allation shall comply with Article 600.6(A)(1) of he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement and this drawing, the drawing shall prevail. PAGE SIZE: 11 A 7 Sheet: 6 2L (si) RACEWAY CLIPS RACEWAY MOUNTING POINT) MOUNTING PATTERN Scale: NITS v • s• ALUMINUM ANGLE FRAME MOUNTING POINTS WALL FASTENER SCHEDULE: SIGN INSTALLER TO DETERMINE APPROPRIATE MOUNTING METHOD BELOW BASED ON EXISTING WALL CONDITIONS FOLLOWING A WALL INSPECTION. (INSTALLATION HARDWARE USED TO BE THE ULTIMATE RESPONSIBILITY OF INSTALLER) I1 3/8" 0 THREADED ROD FOR ALL WALL TYPES. TO BE USED WITH WITH BLOCKING BEHIND WALL (Min. PENETRATIONS BELOW ROOF LINE. L 2"x2"x3/16" ANGLE) 3/8" 0 GRADE 36 THREADED ROD WITH FOR WOOD, CMU BLOCK OR CONCRETE WALL BEARING PLATES SYSTEMS. TO BE USED WITH PENETRATIONS BELOW ROOF LINE. FOR ALL WALL TYPES. TO BE USED WITH 3/8" 0 THREADED ROD WITH UNISTRUT BLOCKING BEHIND WALL PENETRATIONS BELOW ROOF LINE. 3/8" O SNAP TOGGLE FOR HOLLOW CMU OR WALL SYSTEMS W/ MIN.1/2" PLYWOOD SUBSTRATE. &/or METAL STUD BLOCKING. 3/8" 0 LIBERTY T-ANCHOR W/ FOR USE WITH HOLLOW CMU WALLS GRADE 36 THREADED ROD OR STUD WALLS WITH W' MIN. THICK PLYWOOD SUBSTRATE &/OR METAL STUD BLOCKING. 3/8" 0 MASONRY SCREW FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, (LARGE DIAMETER TAPCON) 3" EMBEDMENT MIN. 3/8" 0 SLEEVE ANCHOR FOR CONCRETE, MASONRY & BRICK 3-3/8" EMBEDMENT MIN. ALL FASTENERS TO BE NON -CORROSIVE 10101 Reunion Place Suite 200 San Antonio, TX 78216 P 210. 886. 0644 waltonsignage.com WA LTO N (0 2024 WALTON ALL RIGHTS RESERVED Client: DISCOUNT TIRE MNM 13072 Address: 1344 EAST 7TH STREET Address: City/State: MONTICELLO, MN 55362 Sales: HOUSE Designer: IP Date: 01/24/25 PM: TG 4" x .125 ALUM. FINS WELDED TO BACKER PANEL. L.E.D.s TO BE MOUNTED ONTO THIS FRAME FACING OUTWARDS -------- L.E.D.s This is an original drawing created by Walton. It is Revision Notes submitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R1) used in connection with the project being planned for R3R4) you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, R5)R6) used, copied orexhibited in any fashion. ZACustomers0scount Tire1_LocationslMN1MN Monticello MNM 13072\344778 Bldg Signage0ESIGNS (i .............................................................. Ll ------------------- ILLUSTRATION OF L.E.D. PLACEMENT FOR HALO LIGHTING Signs will be manufactured with 120 Volts A/C. his sign is intended to be installed in accordance Signs will be manufactured by UL Guidelines. ith the requirements of Article 600 of the National All Primary electrical service to the sign is the Electrical Code and/or other applicable local responsibility of the buyer. If primary electrical service xces. This includes proper grounding and is existing and within 6 feet of sign area, Walton to moding of the sign. make final connections unless restricted by municipality, Fhe location of the disconnect switch after All work is to be done in accordance with the purchase P ation shall comply with Article 600.6(A)(1) of he N he Na oral Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement and this drawing, the drawino shall prevail. PAGE SIZE: 11x17 Sheet: 7 I-C Q fl- CF LVrJ C 2L (38) C CMU (UNEVEN) WALL (ELECTRICAL BELOW ROOFLINE) 2" 4" rJ �Al 0 LJ ALUM. TUBE SPACERS AS REQUIRED ON UNEVEN WALL TO LEVEL SIGN M-1 (CUT TO SIZE FOR ALL MOUNTING ROWS) -D M-4 H, M-2 s- ALUMINUM ANGLE FRAME NOTE: CONDUIT TO BE INSTALLED —ATUPWARD ANGLE I-S O O—J- BOX AND PRIMARYPOWER, BY GC. O TO BE CENTERED ON LETTER INSIDE WALL (BELOW ROOFLINE) -- Lp Client: DISCOUNT TIRE MNM 13072 10101 Reunion Place Address: 1344 EAST 7TH STREET Suite 200 San Antonio, TX 78216 Address: P 210. 886. 0644 City/State: MONTICELLO, MN 55362 waltonsignage.com Sales: HOUSE Designer: IP WA LTO N © 2024 WALTON ALL RIGHTS RESERVED Date: 01/24/25 PM: TG FACE LIT / HALO ILLUMINATED CHANNEL LETTERS W 1 HALO ILLUMINATED BACKER PANEL OA FACE OH BACKER PANEL MATERIAL: .177 2447 WHITE ACRYLIC MATERIAL: VINYL: 3M 3630-33 RED H1 3M 3630-22 BLACK H2 © TRIMCAPS H3 SIZE/FINISH 11" BLACK JEWELITE H4 ©RETURNS H5 DEPTH: 5" H6 MATERIAL: ALUM..040 COLOR: COLOR: PRE -PAINT BLACK OI WIRING I-S OD BACKS: I-C MATERIAL: .188 WHITE POLYCARBONATE I-L I-D OJ POWER SUPPLY OE INSIDE OF CAN TYPE: COLOR: I WHITE OF ILLUMINATION: LED: HANLEY WHITE .80w © "TIRE" & REG. MARK: TIRE VINYL: 1ST SURFACE 3M 3630-22 BLACK VINYL REG. MARK: 1 ST SURFACE 3M 3630-22 BLACK VINYL WALL FASTENER SCHEDULE SIGN INSTALLER TO DETERMINE APPROPRIATE MOUNTING METHOD BELOW BASED ON EXISTING WALL CONDITIONS FOLLOWING A WALL INSPECTION. (INSTALLATION HARDWARE USED TO BE THE ULTIMATE RESPONSIBILITY OF INSTALLER) 3/8" O THREADED ROD FOR ALL WALL TYPES. TO BE USED WITH so WITH BLOCKING BEHIND WALL (Min. PENETRATIONS BELOW ROOF LINE. L 2"x2"x3/ 16" ANGLE) 3/8" 0 GRADE 36 THREADED ROD WITH FOR WOOD, CMU BLOCK OR CONCRETE WALL BEARING PLATES SYSTEMS. TO BE USED WITH PENETRATIONS BELOW ROOF LINE. 3/8" 0 THREADED ROD FOR ALL WALL TYPES. TO BE USED WITH PENETRATIONS BELOW ROOF LINE. WITH UNISTRUT BLOCKING BEHIND WALL 3/8" O SNAP TOGGLE FOR HOLLOW CMU OR WALL SYSTEMS w/ MINI/2" PLYWOOD SUBSTRATE. &/orMETAL STUD BLOCKING. 3/8" O LIBERTY T-ANCHOR w/ FOR USE WITH HOLLOW CMU WALLS 0 GRADE 36 THREADED ROD OR STUD WALLS WITH IW' MIN. THICK PLYWOOD SUBSTRATE &/OR METAL STUD BLOCKING. - 3/8" O MASONRY SCREW (LARGE DIAMETER TAPCON) FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, 3" EMBEDMENT MIN. • 3/8" 8 SLEEVE ANCHOR FOR CONCRETE, MASONRY & BRICK 3-3/8" EMBEDMENT MIN. ALL FASTENERS TO BE NON -CORROSIVE This is an original drawing created by Walton. It is Revision Notes s u bmitted for your personal use, however, it shall at R1) all times remain the property of Walton. It may be R2) used in connection with the project being planned for R3 you by Walton, but not otherwise. You are not R4) authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, R5 ) used, copied orexhibited in any fashion. R6) ZACustomerslDiscounl Tire1_LocationslMN1MN Monticello MINIM 13072\344778 Bldg SignagelDESIGNS VOLTAGE: 4 MOUNTING SCALE: N.T.S. .125ALUMINUM 3" x 3" x .125 ALUMINUM ANGLE 1" x 1" x .063 ALUMINUM ANGLE 2" x 4'/2" x .125 ALUMINUM ANGLE (PRESS BROKE) 3" x 3" x .125 ALUMINUM ANGLE RACEWAY MOUNTING CLIP 2" SPACER WHITE '/2" FLEX PER CODE '/2" CONNECTOR PER CODE 12v JACKETED CABLE UL LISTED DISCONNECT SWITCH 12V POWER SUPPLY HOUSE IN 4" X 4" RACEWAY, TOP ACCESS 120V PRIMARY / 12V SECONDARY GC BRINGING PRIMARY POWER TO SIGN M-1 (SEE FASTENER SCHEDULE) M-2 (SEE FASTENER SCHEDULE) M-3 (SEE FASTENER SCHEDULE) M-4 MOUNTING FASTENER SCREWS © WEEPHOLES: W DIA. WITH COVER NOTE: SEAL ALL PENETRATIONS WATER TIGHT CONDITIONS NOTE: ALL SIGNS TO BE CAULKED AND SEALED. ANY ELECTRICAL REQUIRED PLEASE TUCK IT TO THE SIGN AND NOT VISIBLE ON THE FACE OF THE ELEVATION. NOTES: 1.ALL SEAMS PLACED AT TOP FOR MINIMUM VISIBILITY. 2.INSTALLATION TO CONFORM WITH SECTION 600 OF NEC. 31ETTERS FABRICATED TO UL STANDARDS. 41ETTERS TO BEC ONSTRUCTED TO PREVENT LIGHT LEAKS. 5.WEEP HOLES ARE FOR EXTERIOR LOCATIONS ONLY. ELECTRICAL NOTE: IT IS THE CUSTOMERS RESPONSIBILITY TO PROVIDE 120 VOLT PRIMARY ELECTRICAL SERVICE WITH DEDICATED CIRCUIT(S). INCLUDING GROUND WIRING DIRECTLY FROM PANEL BOX WITHIN SIX (6) FEET OF SIGNAGE. INSTALLATION TO MEET N.E.C., UL & LOCAL CODES MOUNTING NOTE: INSTALLER IS REQUIRED TO VERIFY ACTUAL FIELD CONDITIONS & PROVIDE NECESSARY MOUNTING HARDWARE & METHOD OF ATTACHMENT TO ENSURE SAFE INSTALLATION. INSTALLATION TO MEET N.E.C., UL & LOCAL CODES. Signs will be manufactured with 120 Volts A/C. This sign is intended to be installed in accordance Signs will be manufactured by LIL Guidelines. with the requirements of Article boo of the National All Primary electrical service to the sign is the Electrical code and/or other applicable local responsibility of the buyer. If primary electrical service codes. This includes proper grounding and is existing and within 6 feet of sign area, Walton to bonding ofthesign. make final connections unless restricted by municipality. The location of the disconnect switch after All work is to be done in accordance with the purchase P installation shall comply with Article soosiAlitl of the N he National Electrical Code agreement attached hereto. In case of variance between the specifications of the purchase agreement and this drai the drawing shall prevail. PAGE SIZE: 11 A 7 Sheet: 8 2L (39) • FABRICATE AND INSTALL FOUR (4) SETS OF FLAT LASER CUT ACRYLIC ADDRESS NUMBERS • RED R/H #2793 • PILL GOTHIC • PIN MOUNT TO CMU NOTE: FIELD VERIFY THERE ARE NO OBSTRUCTIONS PRIOR TO INSTALLATION 3/16" RED ACRYLIC FACE (R/H #2793) 10-24 T NUT 3/8" DIA. ALUM. SPACER 3/16" DIA. ALUM. ALL -THREAD STUD (4" LONG) DETAIL VIEW FLAT CUT OUT PIN MOUNTED Scale: Not to Scale Client: DISCOUNT TIRE MNM13072 This is an original drawing created by Walton. It is Revision Notes Signs will be manufactured with 120 Volts A/C. This sign is intended to beinstalled inaccordance 10101 Reunion Place submittedfor your personal use, however, itshallat Signs will be manufactured by LIL Guidelines. with the requirements ofndicle600ofthe National Address: 1344 EAST 7TH STREET all times remain the property of Walton. It may be R1) All Primary electrical service to the sign is the Electrical Code and/or other applicable local Suite 200 R2)responsibility of the buyer. If primary electrical service codes. This includes proper grounding and San Antonio, TX78216 Address: used in connection with the project being planned for is existing and within 6 feet of sign area, Walton to bonding of the sign. you by Walton, but not otherwise. You are not R3) make final connections unless restricted by City/State: P 210. 886. 0644 MONTICELLO, MN 55362 R4) municipality. The location ofthe disconnect switch after authorized to show these drawings to anyone installation shall comply with Article 601of waltonsignage.com Sales: HOUSE Designer: IP outside your organization, nor is it to be reproduced, R5) All work is to be done in accordance with the purchase me National Electrical code WR6 agreement attached hereto. In case of variance © 2024 WALTON ALL RIGHTS RESERVED Date: 01124125 pM: TG used, copied orexhibited in any fashion. ) between the specifications of the purchase agreement WA LTO N ZACustomers0iscounl Tire1_LocationslMN1MN Monticello MINIM 13072\344778 Bldg SignagelDESIGNS and this drai the drawing shall prevail. PAGE SIZE: 1 1 A 7 Sheet: 9 2L (40) 2 0 U (7 Z w m U) 0 00 L0 co L0 Lo Z Cfi J 0 CL Q w Z Z 0 0 M W U) V; W Z W a a z w x 0 wsb February 26, 2025 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Discount Tire Commercial Site Development — Site & Civil Engineering Plan Review City Project No. 2025-08 WSB Project No. 028216-000 Dear Mr. Leonard: We have reviewed the Discount Tire commercial site development and civil plans dated January 31, 2025. The applicant proposes to construct a 7,000 square foot retail tire building with approximately 30,000 square feet of adjacent parking and access on a 2.04 acre parcel. 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. General 1. The City Planner will provide comments pertaining to the proposed landscaping, sidewalk/trail connectivity/easements, and tree preservation plan under separate cover. 2. Provide soil borings and full geotechnical evaluation to verify soil conditions, groundwater elevations within the site, and the proposed pavement section meeting City design requirements. 3. Show drainage and utility easements on all plan sheets. 4. An encroachment agreement will be required for the parking lot and other improvements within the utility easement. 5. Confirm whether or not there is any work occurring within MnDOT ROW. Any work within MnDOT ROW will require a permit. 6. With future submittals provide the following plans: o Standard details sheet. Utilize City standard details where applicable. o Erosion/sediment control plan and related details. o Existing/demolition plan. Label existing utility information including pipe sizes and material types. 7. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. M:\028216-000\Admin\Docs\2025-02-10 Submittal (Concept Plan)\_2025-02-26 Discount Tire Development - Concept Plan - WSB Engineering Review Letter.docx 2L (41) Discount Tire Commercial Site Development — WSB Engineering Plan Review February 26, 2025 Page 2 Site Plan (C300) 8. Site access roads, parking lots, and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 9. Install a 6' wide sidewalk along 7th Street connecting to the existing sidewalk on the adjacent property. 10. The Fire Marshall and/or 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 a turning movement exhibit to show that a fire truck can access all building structures, cul-de-sacs, roundabout areas, and parking lots as applicable. In -progress, plan provided and under review. Grading Plan (C400) 11. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future plan submittals. Provide calculations showing disturbed area, proposed impervious, and future impervious for the site. 12. 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. 13. With final plan submittal provide the following o In general maintain all surface grades within the minimum of 2% and maximum 33% slopes. Vegetated swale grades shall also be a minimum of 2.0%. o Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. o Include percent slope In all other swale locations and verify that it meets the City requirement of 2%. o Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). o Note the size of proposed storm sewer structures. Utilitv Plan (C500) 14. 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). It appears that this spacing is not achieved with the plans submitted. 15. The watermain connections to the building(s) shall be reviewed and approved by the City Fire Marshall. 16. With future submittals show the existing/proposed watermain system, hydrants, and valve locations. Label the pipe size, pipe material, and proposed percent grade for gravity mains. 17. An overall utility plan was provided with the plan submittal, below are initial comments: a. Watermain looping may be required through the site to provide adequate fire flow supply. b. Use a different linetype for storm sewer and sanitary sewer that includes arrows so that it is clear the direction of flow. 2L (42) Discount Tire Commercial Site Development — WSB Engineering Plan Review February 26, 2025 Page 3 c. See initial comments on concept plan markups. d. 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 storm or sanitary sewer, add a note at each location to the effect of "Maintain 18" Minimum Separation, 4" Rigid Insulation" on both the plan view and profile view locations (both utility and storm sewer sheets). 18. 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. f. The City will require televising for sanitary and storm sewer pipe installations prior to acceptance of the utility system; provide report and video files to the City for review. Stormwater Management 19. Below are General Stormwater Requirements for the Site: e. Provide storm sewer calculations with final plan to verify it meets City requirements and has enough capacity to handle the runoff. f. The site will be greater than 1 acre (0.16 acres proposed building and 0.91 acres proposed hardscape), therefore 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. g. Infiltration is required for new developments. If infiltration is not feasible provide documentation on the rational before moving to additional BMP's. h. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. i. Water quality requirements will be considered met if volume control is achieved for the site. If volume control cannot be met then the development will need to show a no net increase of TSS and TP. j. Rate control is met via regional ponding system due to the proposed impervious area being less than 72% of the site. Please maintain existing drainage patterns to the extent possible and ensure proposed runoff rates are less than or equal to existing rates. Indicate on the plans where the proposed infiltration basin will outlet to maintain existing drainage patterns and meet rate control requirements. k. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. A formal stormwater maintenance agreement will be required for the infiltration basin. 2L (43) Discount Tire Commercial Site Development — WSB Engineering Plan Review February 26, 2025 Page 4 20. Two feet of freeboard is required for the HWL of a basin to the low opening of a structure. Two feet of vertical separation is also required from an area's EOF elevation to the low opening. 21. Include storm sewer sizing calculations with future plans. Refer to the City design guidelines for Storm sewer requirements. 22. The last structure prior to discharge to a stormwater BMP is required to be a 4' minimum sump structure. 23. A detailed review of erosion control BMP's will take place with future submittals. Provide redundant perimeter control around all wetlands onsite if applicable. Traffic & Access 24. The applicant is proposing two access points, both on East 71h Street. One will be located across from the St. Henry Catholic Church access and the other will utilize and existing shared access located approximately 500 feet to the east. Street access spacing, grades, and sight lines will be reviewed with future submittals. 25. The site would generate approximately 194 daily trips, 19 AM peak hour trips and 28 PM peak hour trips. The existing Average Daily Traffic on E 7th Street is 8,365 vehicles. The addition of the proposed traffic would have negligible impact on roadway capacity and operations. 26. Parking space requirement is met per City Code. Accessible parking spot requirement is also met. 27. A photometric plan has been provided. Verify that maximum illumination levels are met per the City Code. Wetlands & Environmental 28. Any permanent or temporary wetland impacts proposed with a project will require authorization through the Wetland Conservation Act. Provide documentation that the site has been reviewed for the presence of wetlands A more detailed review of the development plans will be completed when the applicant submits complete civil plans and a stormwater management report. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB James L. Stremel, P.E. Senior Project Manager 2L (44) o- LP CHURCH OF S T LOT W i I 0 z m F 8/ T U M/ N O US OUND / V W W W � S S QP �p °N Cir/ 233 W W W W,( W W \ a SITE & PAVING NOTES HENRY I S T HL OCK I A DDl RON 14Sr R--540.00 o 110.0i _ _ PROPOSED W W W W W W�� y�W W W' T o• A., �. - W W z • - •.-� ._ . RETAINING WALL \U p,W F/ W W W W W W W W W W �'- +k� � W Y�� W W W W W W W W W W W �- W �►� 'I`--+Y -AIL W W W W W LM W � +� � �� 1�C (PUBLIC ROAD) 71N gb1t=1 B I T U M IN O U S Cy.^/� W` W WW WW WW,W WWWWW WWWWWW WWWWWW W W W WWWWW WWWWW W W.�. W W W W W WP WP SW WW�YW�Y W-W �P_-V^--'J�WSW W i iN•G �r LMgDDSQAp SETBAC l'V �L/v'1 F `W W W W \W `W W\W W W W W W W W W S�,Oy,S�G�,) W W W W W \ W W Y.OW �3E� W W W W-�W W W \NFItTRATjONWBMPY ` W W W W W W W W W W W W W W W W W W W W r �• \ W W W W W W\ W W W W W ,� W JI W/ '/ W W/ W W W W W W W W W W J�' / /�j \ J{' W W W W W W �W- '•-ice �V- 'V---W �I� W W W W W W 6��yrr W10�1� W W W W W W W • . T W/ \V/W/- \� Y`y W W W W 6 W W W W W W W W W W W W W W4�MG `� W W\W W W W W W / W W ryy LJW/6y/l�fL�lZ' E� jam'/{J{// W f✓ W/ W JW sY /W mot• �W �l✓ W �I✓ W W/W JV W W W CT W W W .D WW\ WVW� W WW W WW \W W \W W WW W W W�W W W /W W /W/�' �� /�'' W/ ,W/�W /�/�/I' �/ /� �/�W . //� W//W/y W//`JL//WW•r1/�]{//��W � / /'''��///��yyfff. W W W W ��O O O W W W -W W + W W W W W W W W W PROPOSED W W WMEQTSGN W W W W W W ```\``\y� / �////W �Y' /•y W/ � +.J � W/ � W W W O• � W W W W W W W CY W W W W W W /W W ,\1`�W W W\ ^W A. W W W W W W W W W W W\ /W �J •JU iW �"J W `�'/ W W - •Y W W il4 1� W W \ W W W W W W W W W V/JW/ /W /W � �J �1✓ W W \r/� W HEAVY DUTY ASPHALT O W\�!W /W J ��W// •Y W W W O� 2� p, O PAVEMENT TYP. W \W \ W W W W W W W „� � �• 90' Y i 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, DOOR LOCATION, AND BUILDING UTILITY ENTRANCE LOCATIONS, ETC. 1. ALL PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED PARALLEL AND PERPENDICULAR TO THE NORTH AND EAST PROPERTY LINES. 2. ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING REPRESENT FACE OF CURB. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. 3. ALL CURB RADII ARE MEASURED TO FACE OF CURB. CURB RADII ARE 3' UNLESS OTHERWISE NOTED. 4. ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL IMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH MINNESOTA ADA STANDARDS. 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. SITE DATA SOFT AC COVERAGE PARCEL AREA 88,714 2.04 EXISTING BUILDING AREA 0 0.00 0.0% EXISTING PERVIOUS AREA 88,714 2.04 100.0% EXISTING HARDSCAPE AREA 0 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 44,706 1.03 50.4% PROPOSED HARDSCAPE AREA 36,988 0.85 41.7% PARKING CALCULATIONS PROVIDED STANDARD SPACES 39 PROVIDED ACCESSIBLE SPACES 2 PROVIDED TOTAL SPACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP WITH 2.0' OVERHANG 90• SPACE (STANDARD) TOTAL REQUIRED PARKING SPACES 13 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 REQUIRED LOADING SPACES 1 PROVIDED LOADING SPACES 1 W`� \ *TRASH *EN �R y. + + d. W\W W W W �• ,F 6. 0, + W\ W W W W�O'`� W W W W W W W HEAVY DUTY CONCRETE /,020 S.F. 80, W W W W W /ro W W W W W W W PAVEMENT (TYP.) W - �N6 A� f2sR•!�' , r �' W W \ 0/r W PROPOSED 1'8" CURB �y W\^IVA\�FW W W W W •� ti- `W �Y\Te/�- W W •V` \W W W W W W 6 O e ga_CS. ��,• W 3\ V'Yr `W W\ W W W W\W W W W W •� v W W W W W W W W W W PROPOSED 4" PAINTED ' STRIPE (TYP.) W W \W W W W W W e � W W W W \ W W RJ`•, PROPOSED LIGHT `W W W a W W W W W W\W W W W W O \ 9.01 PROPOSED POLE (TYP.) v W W W\W W W W [/�/ 9 0 ACCESSIBLE SYMBOL (TYP.) W \ W W W W W W W \W \W W W W W W W 7 ' O' \ _` W �•Y W W W \ W W CCC/// O W �" V Cy^/^' '1 . y • � Nk FF �W W W W V� W W//yJy� W W W W W W W W W may �� 7` ADA PARKING W\w W W WWWW W SIGNS W ,� W W W PROPOSED PYLON LEGEND SIGN O,\ N hqM q o ON PROPERTY LINE °N R'4e, PROPOSED 18" CURB & GUTTER HEAVY-DUTY CONCRETE PAVEMENT . ° CONCRETE SIDEWALK W w W PROPOSED GREENSPACE STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT PROPOSED ACCESSIBLE PAVEMENT MARKING 10 STALL PARKING COUNT 4 PROPOSED LIGHT POLE ON CONCRETE BASE (SEE PHOTOMETRIC PLAN) } / W W W�� / W W O W W W / S0' 13 W/ W •O' W j W �ry W / W W /W W ° STANDARD DUTY ASPHALT PAVEMENT W (TYP.) 1.3 C STOP SIGN C.J"'y Gil X \ N Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL/TIES /N ACCORDANCE WITH THE CITY OF MON77CELLO EROSION CONTTOL ORDINANCES AND MINNESOTA POLLUTION CONTROL AGENCY (MPCA) STORMWA TER MANUAL, LATEST ED/77ON, THE MOST STRINGENT TO APPLY. THE LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON TH/S PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND U77LITY /NSTALLA77ONS W/THIN THE PROJECT AREA THAT ARE NOT SHOWN. DRIVE OPENING .SET SCRI�. IN CONCRETE GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUCTURE FOR MANHOLES PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE THERE /S AN ENDWALL. R.A.SM177, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL TERA T7ONS MADE TO TH/S PLAN W17HOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SM/TH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W/THOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF R.A.SM/TH, INC. Z O fy U Ln w 0 w Q 0 -0 cm 0 0, LO L6 O 0 a E as Ln O " o E Z W c Z Q W Q L W 19 V M 5r z z 2 0 J LU J W V F- Z D O 0 U z Q J a. W F- M i © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER \011•11,J 2L (45) � T��F<C 0 ?q- LP CHURCH N I 0 z F- c, B I T U M I N O U OF S T \T I HENRY IST BL OCK I DDI TIOV w° No.O 87 S Cw (PUBLIC ROAD) Cq,i i iA11233 ` W 2�F • • ` — \.j `• • ♦"�"Y•�+`♦` • T ` �� AASH�7 o ems+ `•`•`.`.`:` ` a 'f0 Mrs R+54000 PROPOSED S `♦•�.•♦•♦•♦•♦••:�•�♦ ♦•♦•t W. rW o o `� �W ,a-• 119.07 RETAINING WALL i Wes{ ••i i W•i•W•i•\ ♦Z •mot W i W W • W•i+i•i••�. >_. ru p; • • • • •�•••�• • • • • • • • .� t� ��•�..��`•�� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ " `� ♦-W_ ♦ �v FT /N� FF�('F. `• . .•pi' .i •��.. •�•.•i�W. . •i .�. . i•�•i•W.•. •i •. •i . i .Wig �W`�` •,Y /i.yTW �i •�W W. •�i WW. i W ♦i 1 ♦ . T♦`\♦ �-M�♦�y1'-�[�hi�+Y ♦-.-.moT."w �WA�++r -.- ♦ .�2 .♦ ...♦ .♦ ♦ ♦ '♦ ♦ ♦ ♦ ♦ ♦ ♦ '♦•6 ,• ♦ 1-411.�G- {fi vpST EI%4F/�CC4 .... 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T/ O 2 . .,•.;� \VEMENT o . . . . . ..�•. 1. . . ...�. I o n.A!V N LOSI'�URE'�` • i `• . ".`.`. `. `.` `i 1b4 `•`♦`•"♦`•`♦`♦`•`♦`•`i `♦ _ To 2ot8 (US)_ `•`:`:♦.".♦i`."i�.":."i♦."i♦.".♦i"."i`."i` HEAVY DUTY CONCRETE 7,020 � 4 ••'�W•.••••••••• '�� `•`•`W`•`W`•`W`.`•`W PAVEMENT (TYP.) ,9 W"i`.`.♦-AND`+Gill`T.CR,(.7W.)♦`♦`• •� . . . . . . . . . xr ate••.-•••-.••-�•. .- , ED 4" PAINTED .. ..... �`.♦W. . :RI.FSITE &PAVIN NOTES `````W ...`..� !A 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. � O PROPOSED LIGHT •".`. . . . .``i`. . W 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, POLE (TYP.) ,• •,•,•,•, •`•`•,Q' DOOR LOCATION AND BUILDING UTILITY ENTRANCE LOCATIONS ETC. ♦ �• ",•.• ♦== a W 1. ALL PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED PARALLEL AND PERPENDICULAR •-♦....•...• . ...W. . TO THE NORTH AND EAST PROPERTY LINES. A&— `�W .•.`.•.`.•.`...•.`.•, 2. ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING REPRESENT FACE OF CURB. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. 3. ALL CURB RADII ARE MEASURED TO FACE OF CURB. CURB RADII ARE 3' UNLESS OTHERWISE NOTED. 4. ALL CURB SHALL BE 18" CONCRETE CURB, UNLESS OTHERWISE NOTED. 5. ALL SITE SIGNAGE AND MARKINGS MUST COMPLY WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL IMPROVEMENTS ARE TO BE MADE IN COMPLIANCE WITH MINNESOTA ADA STANDARDS. 7. SEE LANDSCAPE PLAN FOR PLANTING INFORMATION IN UNPAVED AREAS. 8. SEE ARCHITECT PLANS FOR SITE SIGNAGE DETAILS. SITE DATA SOFT AC COVERAGE PARCEL AREA 88,714 2.04 EXISTING BUILDING AREA 0 0.00 0.0% EXISTING PERVIOUS AREA 88,714 2.04 100.0% EXISTING HARDSCAPE AREA 0 0.00 0.0% PROPOSED BUILDING AREA 7,020 0.16 7.9% PROPOSED PERVIOUS AREA 44,706 1.03 50.4% PROPOSED HARDSCAPE AREA 36,988 0.85 41.7% PARKING CALCULATIONS PROVIDED STANDARD SPACES 39 PROVIDED ACCESSIBLE SPACES 2 PROVIDED TOTAL SPACES 41 PARKING SPACE DIMENSIONS: 9' WIDE X 18' DEEP WITH 2.0' OVERHANG 90` SPACE (STANDARD) TOTAL REQUIRED PARKING SPACES 13 REQUIRED ACCESSIBLE SPACES 2 PROVIDED ACCESSIBLE SPACES 2 REQUIRED LOADING SPACES 1 PROVIDED LOADING SPACES 1 LEGEND PROPERTY LINE PROPOSED 18" CURB & GUTTER HEAVY—DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK PROPOSED GREENSPACE STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT PROPOSED ACCESSIBLE PAVEMENT MARKING 10 STALL PARKING COUNT C7 PROPOSED LIGHT POLE ON CONCRETE BASE (SEE 1 PHOTOMETRIC PLAN) ADA PARKING SIGNS Wes... PROPOSED PYLON SIGN tigMp o� SON ¢�4 a, N Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES IN ACCORDANCE KITH THE CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLUTION CONTROL AGENCY (MPCA) STORMWA TER MANUAL, LATEST EDITION, THE MOST STRINGENT TO APPLY. THE LOCH TIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY /NSTALLA TIONS WI THIN THE PROJECT AREA THAT ARE NOT SHOWN. GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVATIONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUCTURE FOR MANHOLES. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE THERE IS AN ENDWALL. R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SMITH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANY MANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF R.A. SMI TH, INC. Z O U N Lv 0 H a 0 0 00 0 co .0 0, y J D O 0 O E Lo O m _ 0 v r v 0 -0 v�R Z W W Z ■ � t9 ti M r z z 2 p J W J W V F_ Z z D 0 O U W z a J IL W F / c 0 M< U c o— O J Q - L M z S5 __0 M U Y O O m �NP0 PRE�o FOG \pN Goo S�R� © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER C300 N:\3240268\Dwg\Sheets\3240268-SP01.dwg, 1/28/2025 2:17:44 PM, DWG To PDF.pc3 2L (46) LP CHURCH OF S T HENRY I S T A DDl ROV LOT I �STO� v � �' BL OCK I co i \ O \ / z / \ \STo � ♦ ♦ - -�_- , � / / `\ \ `♦ m S To o�� U S ♦♦♦ 954 (PUBLIC ROAD) CO - - - 1 \ 48r S To ` \ _` I �♦ \ 5 .25 - -STO -STO Q' STO STO STO STO STO STO ` \ W- - - 4- -W- ♦ ♦ Q.,� _ t� 953.80t _ _ _ _ 95� sTo B I T U M I N 0 U 5, s� •`� '\ ' STO- STO -S S8B17IB''J8'� - \ sTo \sue Q ♦ s_"'_ - 955 R$.?40.00 �� -4'cas ( - - - - .._. � sTo - - ` �5� _ _ - 954H�8.97-sro -t - -s o --9� _�. 955.45 0 N - __� - -�__ \ S � I \ - �-s-ro - c 4.95- _ - ---ucc "�- cd " - - - - ^l 'r s - �q/ J5 i --�� -_Fo _ F ' 954 �� - c _ _ 4'ca s (P� \ \ 956.85 i956.90L ---cam - -- --- - �c / hlvc r - 9S � / j f ' _ 956_35-- 956�6 - __- 95b - �- - �c� (Pl - - aS DRIVE OPENING / __ _ S� / / / /- r J 7e , - i y� .- 953 954 5 95 = - - - - - �o F� �_' I SETS,- _ 95 S'88t71B"17'Z�' 187.52 __ !� Utty IN BETE / 951 J 57.05 To- 95 %� \ /..r f, Q Q RIM 956.20 - e / / / / <v/ -uR AGE AND UTILI777 9St / / l 1 \ ♦ f / c�� /�S / / j j / / j RIM 956.10 �� 957 615,- \ . \ EASEM - © 957.55 \ STO 956.15. 956. 0 9 954 9S3 2 / /�%i 957.05 e0 \ 55 T " � 0 GRADING NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. 2. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND STRUCTURES ON THE SITE AND IMMEDIATELY NOTIFY THE ENGINEER ON ANY DISCREPANCIES PRIOR TO STARTING WORK. 3. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING AND FOR ACTUAL LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. THE CONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO COMPLETE THE PROJECT. 4. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT INCLUDED IN THE BID DOCUMENTS FOR STRUCTURAL FILL AND COMPACTION REQUIREMENTS. 5. FILL AND MATERIAL COMPACTION SHALL BE INSPECTED BY THE OWNERS TESTING AGENCY PRIOR TO PAVING. 6. NO FILL SHALL BE PLACED ON WET, FROZEN, OR SOFT SUBGRADE. 7. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM 2.00% CROSS SLOPE AND A RUNNING SLOPE NO GREATER THAN 5.00%. 8. ADA STALLS SHOULD BE NO MORE THAN 2.00%. IN ALL DIRECTIONS. 9. ALL DISTURBED LANDSCAPE AREAS SHALL BE RESTORED PER THE LANDSCAPE PLANS. 10. MAXIMUM SLOPE IN LANDSCAPE AREAS SHALL BE 4:1 UNLESS OTHERWISE NOTED. 11. WHEN GRADE FLOWS AWAY FROM PROPOSED CURB, REJECT CURB SHALL BE INSTALLED. 12. MATCH EXISTING ELEVATION AT LIMITS OF CONSTRUCTION. 13. ADJUST ALL EXISTING MANHOLES, VALVES, INLETS, ETC. TO FINISHED GRADE, AS NECESSARY. RIM 955.50 955.65 f - 956.20 \ / / / i (957.90) 956.60 / �i " 9 636E � 956 56.75 / / / / / 57.40 957.15 / / 956.65 '� \ � / - eft RIM 956.45 hA � \ \ 957.10 \ -- � ( / 56 \ 956. �7. 9 6.60 S / \ 956.76E \ / 9956.8 Co �\ eEgk 957.90 rag �� 957.4 % 957.25 ° 956.851 95 .40g57 , RIM 95600 \ \ 957.20) \ - 956.3 - - 956.90 .956.70 957.90 / -STO \ - - - - - - - 95 .95 �' ' 957.40 957.001 / \ \ \ ♦ ` , , �e \ \ 7,020 S.F. c3b 957.25 o 90 TY F� RP�� \ FFE. 958.00 / o RIM 956.75 95 .50 A, / 956.90 pC q r / 957 - 57.00 ZQ . / 956.40 7 / s 9S \ -j M � (957.20 / � . \ \ \� ♦♦ �S 7.70 / to \\�� \ \ ♦♦ 956.95 \ \� +� Jc,� l o \\ \\ 95 .45 \� �\ NO �\ �\ ��` �� \ 956.75 94 /G,y \ \ \ ♦� RIM / 956.00 ~ \ 9S J FR , OF 1-1 -1♦` ` '�\ \ 95 .7 \ Z s - H OF TO \ ♦ ♦ ` �+ 95 .00 d \ 958. 0 �) \ DFF� TF,pS \ ♦ 956 0 \ \ 7.25 `� \ 95 .2 /c gCFs s HiC 9 \ 95 .50 X957.60 36� y�'q y \ ♦ 60 9 957.00 \ \ =to SS6 NO \ \ tS9 (958.45)- 957.95 5, �(s58.00 ,p 9/57.85 / o� J _F \ \ 4� ♦ �� 1-1�C \ 958.70 / 1 LEGEND 870 870 870 870 83x4..50 (834..50) 834.50t RIAA R74d r-.(1 PROPERTY LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT GRADE AT GUTTER OR SPOT GRADE ON PAVEMENT (IF NO GUTTER) PROPOSED SPOT GRADE AT TOP OF CURB PROPOSED RIM GRADE PROPOSED DIRECTIONAL SLOPE ARROW PROPOSED EMERGENCY OVERLAND FLOW ROUTE PROPOSED SWALE 9,q \ \ \ \ 0 N I Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES /N ACCORDANCE W/774 774E CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LA7EST ED/77ON, 774E MOST STRINGENT TO APPLY. 774E LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON TH/S PLAN ARE APPROXIMATE. WHERE MAY BE 07HER UNDERGROUND U77LITY /NSTALLA77ONS W17HIN 774E PROJECT AREA TVA ARE NOT SHOWN. GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRA7FS OR THE CENTER OF 774E MANHOLE STRUC77JRE FOR MANHOLES PIPE LENG774S ARE MEASURED TO 774E CENTER OF S7RUC71JRE OR 774E END OF PIPE WHERE 774ERE /S AN ENDWALL. R.A.SM17H, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL77NG FROM CHANGES OR AL7ERA770NS MADE TO TH/S PLAN W17HOUT 774E EXPRESSED WR/T7EN CONSENT OF R.A.SM17H, INC. ALL COPYRIGHTS TO 7HESE DRAWINGS ARE RESERVED. 7HEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W17HOUT OBTAINING 774E EXPRESSED WR/T7EN PERMISSION OF R.A.SM/7H, INC. Z O U w 0 w Q 0 -0 CA O 0, = L7 "Z) L6 a O 0 a E 07 � Lr-3 O O c0 E 9 Z W W Z M r C Z Z 2 p J LU J I.L W V Z Z D 0 O U © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER 2L (47) \T\ <0 \ o -STo v U S yNa /R �Na /R \ \ °` 01 R<s oqp °N \ STO 2 s23 z � �233 \ \ \ ,k1"� ♦ F ` STo \ \ \ST0 � ` \ 4 ? -� is �RG,S87 0826, E 4Zji ,60 R-540.00 Cyq/iy </N_ F F/vice ♦ UTILITY NOTES 1. EXISTING TOPOGRAPHY OBTAINED BY SUNDE LAND SURVEYING DATED 12/17/2024. 2. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE TO LOCATE UTILITIES PRIOR TO START OF EXCAVATION. 3. THE LOCATION AND ELEVATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS BASED ON INFORMATION PROVIDED BY THE AUTHORITY HAVING JURISDICTION (AHJ) OR, FIELD SURVEY, WHERE POSSIBLE. THE UTILITIES SHOWN ON THE PLAN CANNOT BE GUARANTEED AS EXACT OR COMPLETE. 4. BEFORE PROCEEDING WITH ANY UTILITY CONSTRICTION, THE CONTRACTOR SHALL EXCAVATE EACH EXISTING LATERAL OR POINT OF CONNECTION AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES. IF ANY EXISTING UTILITIES ARE NOT AS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 5. CONTRACTOR SHALL VERIFY ALL BUILDING SERVICE CONNECTION POINTS WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 6. PIPE LENGTH DISTANCES AND ELEVATION ARE GIVEN TO THE CENTER OF STORM STRUCTURES. OUTFALL STRUCTURES SHALL BE PLACED TO BLEND WITH EXISTING OR PROPOSED TOPOGRAPHY. 7. RIM ELEVATION ARE GIVEN TO THE FLOWLINE FOR INLET GRATES OR THE CENTER OF MANHOLE CASTING FOR MANHOLES. 8. REFER TO THE CONSTRUCTION SPECIFICATION FOR PIPE MATERIALS. STORM SEWER SHALL BE HDPE UNLESS OTHERWISE NOTED ON THIS PLAN. 9. VERTICAL AND HORIZONTAL SEPARATION STANDARDS FOR WATER AND SEWER SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS. 10. WATERMAIN SHALL BE INSTALLED 5'-6' BELOW FINISHED GRADE TO TOP OF MAIN. 11. PROPOSED ELECTRIC, GAS, AND TELECOMMUNICATION LINES ARE SHOWN IN APPROXIMATE LOCATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO APPLY FOR NEW/RELOCATED FACILITIES AND TO COORDINATE FINAL LOCATION WITH THE UTILITY COMPANIES. ALL UTILITY COMPANY FEES SHALL BE PAID BY THE OWNER. 12. RIMS OF EXISTING STRUCTURES SHALL BE ADJUSTED TO FINAL GRADE. 13. CONTRACTOR TO PLUG, AT BOTH ENDS, ALL ABANDONED SEWERS WITH AT LEAST 2 FEET LONG NON -SHRINK CONCRETE OR MORTARPLUGS. 14. THE FOLLOWING INSPECTIONS AND TESTING SHALL OCCUR FOR THE UNDERGROUND PIPING. THE LOCAL OFFICIAL SHALL HAVE A MINIMUM FORTY -EIGHT -HOUR (48-HR.) NOTICE OF THE TEST. THEY SHALL INCLUDE BUT ARE NOT LIMITED TO: a. UNDERGROUND PIPING, THRUST BLOCKS, AND RESTRAINTS SHALL BE VISUALLY INSPECTED PRIOR TO BEING COVERED. THE LOCAL AUTHORITY HAVING JURISDICTION SHALL BE CONSULTED ON WHAT RELEVANT DEPARTMENT SHALL COMPLETE THE INSPECTION. A COPY OF THE INSPECTION SHALL BE PROVIDED TO THE LOCAL FIRE OFFICIAL PRIOR TO THE FLUSHING AND HYDROSTATIC TEST. b. UNDERGROUND FLUSHING SHALL BE COMPLETED PRIOR TO THE FIRE SERVICE MAIN BEFORE THE BACKFLOW ASSEMBLY IS INSTALLED AND PUT INTO SERVICE. THE UNDERGROUND PIPING FLUSHING FLOW RATE SHALL BE NOT LESS THAN ONE OF THE OPTIONS LISTED IN NFPA 24. A COPY OF THE TESTING DOCUMENTS SHALL BE PRESENTED TO THE LOCAL FIRE OFFICIAL AT THE COMPLETION OF THE TEST. c. UNDERGROUND HYDROSTATIC SHALL BE COMPLETED PRIOR TO THE FIRE SERVICE MAIN FROM BEING COVERED. THE PIPING SHALL BE HYDROSTATICALLY TESTED AT TWO HUNDRED POUNDS PER SQUARE INCH (200 PSI) AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR TWO HOURS (2 HRS.). 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SAN STUB P-150 1001co0 6" SW 950.00 ; SAN MH P-130 7,020 S.F.RIM 45 STO INL 104 �o 6" SE 949.39 SAN MH P-140 RIM 956.75 0 6" NE 949.64 RIM 957.70 12" N 953.18 �� / 6 SW 949.81 2 O / -SAN STUB P-120A 8.00' - 6" 6" SW 950.00 C9 �s \0 2.08%Ci _ �T Cl `_ \ SAN 0' 8.05% SAN 50 1.047 80 6T 6"� / J i SAN 0 1.04% \ s 52.33' - 6" / O NO �,.. SAN 01.04% `' \ w J\o / 94 A /cyT ♦ STO CB 202 SAN MH P-120J SAN MH P-110 �o FR eOOOc qc RIM 956.00 RIM 957.58 RIM 957.81 /� 2S8FSS 12" NW 952.43 Q 6» NW 948.55...',, 6» NW 948.01 OF TO /N ♦ d 6" NE 948.55 -6" NE 947.76 DFFO pRST 6 SE 948.55/ �� gcFs s y/�y 36\ kk Y sss No .qy s F --sro PROPOSED STORM SERVICE r PROPOSED SANITARY SERVICE -----w-----W PROPOSED WATER SERVICE T PROPOSED COMMUNICATION SERVICE E PROPOSED ELECTRIC SERVICE - - -c- - -c PROPOSED GAS SERVICE EXISTING STORM SERVICE EXISTING SANITARY SERVICE - - - - -W- - - EXISTING WATER SERVICE T EXISTING TELEPHONE SERVICE E- EXISTING ELECTRIC SERVICE c - EXISTING GAS SERVICE PROPOSED CATCH BASIN PROPOSED MANHOLE r cyq/N </ `♦ Nk FF NcF fou N h44 � RON R�4 e, Know what's below. Call before you dig. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACIL177ES /N ACCORDANCE WITH THE CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LATEST ED/770N, 7HE MOST STRINGENT TO APPLY. 7HE LOCA77ONS OF EXIS77NG U77LITY /NSTALLA77ONS AS SHOWN ON THIS PLAN ARE APPROXIMATE THERE MAY BE 07HER UNDERGROUND U77LITY /NSTALLA77ONS W17HIN 7HE PROJECT AREA THAT ARE NOT SHOWN. Q) GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB FOR INLET GRATES OR THE CENTER OF THE MANHOLE STRUC77JRE FOR MANHOLES PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURE OR THE END OF PIPE WHERE 774ERE /S AN ENDWALL. R.A.SM17H, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL 7ERA RONS MADE TO 7H/S PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A. SMI TH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. 7HEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY /N ANY MANNER W17HOUT OBTAINING 7HE EXPRESSED WRITTEN PERMISSION OF R.A.SM/7H, INC. Z O fy C) U) w w Q 0 _0 Ca 0 0, a O o E Cn as �3 O § O O To C` E - � 9 W W Z Z W E 0 c Z W (A Q L W oe V ti M r z z p J W J W V Z Z D 0 O U J cu &Z m - 2 -2 U m 0 0 m © COPYRIGHT 2025 R.A. Smith, Inc. DATE: 01 /31 /2025 SCALE: 1 " = 30' JOB NO.3240268 PROJECT MANAGER: ROBERT PONTO, P.E. DESIGNED BY: TJR CHECKED BY: RTP SHEET NUMBER W1111 J 2L (48) CF44 0 PLANT SCHEDULE COMMONNAME EVERGREEN TREES AMJ 5 Ames Juniper NS 3 Norway Spruce SHADE TREES BOTANICAL NAME INSTALLED SIZE Juniperus chinensis Ames Picea abies ;HURCH OF S T HEVR Y I S T % DDI TION , �� MOM *.. ..-e.... Spacing as shown Spacing as shown V POP��O • NO BL OCK 1 PER s� ER 9T F 0011r �s8 0', ;'0 %�. OFF,t,TFRsr �� p�cFSTF Nr0`` , S36\S 6q 1V Y ' 011 .o AN 3 Northwood Red Maple Acer rubrum'Northwood' 21/2" CAL B&B Spacing as shown HCB 2 Common Hackberry Celtis occidentalis 21/2" CAL B&B Spacing as shown RO 2 Red Oak Quercus rubra 21/2" CAL B&B Spacing as shown LANDSCAPE REQUIREMENTS 153.060 DECIDUOUS SHRUBS Table 4-4 for commercial use -requires 10.0 ACI of Canopy trees (including at least 1 Evergreen) per acre plus HL 16 Little Quick Fire® Hydrangea Hydrangea paniculata 'SMHPLQF' 24" HT CONT Spacing as shown at least 2 Shrubs for every 10' of Building perimeter. Property is 2.04 acres and Building perimeter = 354'. AC 5 Alpine Currant Ribes alpinum 24" HT CONT Spacing as shown Requires 20.0 ACI and 71 Shrubs SF2 33 Neon Flash Japanese Spirea Spiraea japonica'Neon Flash' 15" HT CONT Spacing as shown PROVIDED - (23.5) ACI and (38) Shrubs (Additional (30) shrubs and (46) grasses are located to screen parking and building from E. 7th Street). EVERGREEN SHRUBS TSY 16 Tauton Yew Taxus x media 'Tauntoni' 24" HT B&B Spacing as shown Interior Vehicle Use Landscape Areas- for commercial use, maximum parking stalls in a bay is 24 before an island is required. Proposed development does not exceed this amount. ORNAMENTAL GRASSES PV 47 Ruby Ribbons® Switch Grass Panicum virgatum'RR1' 1 GAL CONT 30" Spacing Perimeter Vehicle Use- requires landscape strips where vehicle use area abuts a ROW. A minimum 6' SS4 87 Standing Ovation Little Bluestem Schizachyrium scoparium'Standing Ovation' 1 GAL CONT 18" Spacing landscape strip is required when within 50' of the ROW. Requires 8.0 ACI per 100' of landscape strip. Parking is 55' length - requires 5.0 ACI. PROVIDED - 5.0 ACI BIO-RETENTION BASIN 3,847 sf (9) Interior Parking Lot Landscaping - Required for lots with 50 or more stalls - proposed development has 35 Echinacea pallida / Pale Purple Coneflower 142 21/2", PLUG 8% @ 18" o.c. stalls, so not required. = Monarda fistulosa / Bergamot 142 21/2", PLUG 8% @ 18" o.c. = Solidago rigida / Stiff Goldenrod 142 21/2", PLUG 8% @ 18" o.c. (10) Buffer Yards - Required for adjacent south property of RMH Zoning. Requires 20' landscape width with 6' _ Asclepias incarnata / Swamp Milkweed 142 21/2", PLUG 8% @ 18" o.c. screening fence and (2) Shade Trees and (3) Ornamental Trees and (2) Upright Coniferous Trees per = Aster novae-angliae / New England Aster 142 21/2", PLUG 8% @ 18" o.c. 100'. 222' Requires (5) Shade Trees, (7) Ornamental Trees and (5) Upright Coniferous Trees. Carex vulpinoidea / Brown Fox Sedge 266 21/2", PLUG 15% @ 18" o.c. PROVIDED - (x) Shade Trees, (x) Ornamental Trees and (x) Upright Coniferous Trees. Panicum virgatum / Switch Grass 170 21/2", PLUG 17% @ 24" o.c. Rudbeckia speciosa / Showy Coneflower 178 21/2", PLUG 10% @ 18" o.c. = Tradescantia ohiensis / Ohio Spiderwort 80 21/2", PLUG 8% @ 24" o.c. Verbena stricta / Hoary Vervain 100 21/2", PLUG 10% @ 24" o.c. Know what's below. Call before you dig. CON77?ACTOR SHALL PROVIDE EROSION CONTROL FACILI T7ES IN ACCORDANCE WITH THE CITY OF MON77CELLO EROSION CONTROL ORDINANCES AND MINNESOTA POLLU77ON CONTROL AGENCY (MPCA) STORMWA7ER MANUAL, LATEST EDIT7ON, THE MOST STRINGENT TO APPLY. THE LOCATIONS OF EXIS77NG U77LITY INSTALLA77ONS AS SHOWN ON THIS PLAN ARE APPROXIMA7E THERE MAY BE OTHER UNDERGROUND U77LI TY INSTALLA 77ONS WI THIN THE PROJECT AREA THAT ARE NOT SHOWN. Z O 1= D_ U N w 0 w Q 0 _0 cn Cn -- --�--- --- -Z) L _ o O a c L o v _ �0 O — a 0 Z z MC a ai W — P co z aa) U � W :0 0 ~_ W / a L W V V v v N z CO) Q Z J a. a J Q C) J W W Cn - v o F_ F_ z z 0J O W V PRE N\00 P No �c G0N GRAPHIC SCALE © COPYRIGHT 2025 15 0 15 30 60 R.A. Smith, Inc. ( IN FEET) ' DATE: 01 /31 /2025 SCALE: 1 " = 30' RIM ELEVA77ONS ARE GIVEN TO THE FACE OF CURB JOB NO. 3240268 FOR INLET GRATES OR 774E CEN7ER OF 774E MANHOLE S7RUC7VRE FOR MANHOLES PIPE LENG774S ARE MEASURED TO 774E CEN7ER OF S7RUC7URE OR 774E PROJECT MANAGER: END OF PIPE WHERE 774ERE IS AN ENDWALL. ROBERT PONTO, P.E. R.A.SMI77, INC. ASSUMES NO RESPONSIBILITY FOR DESIGNED BY: REW DAMAGES, LIABILITY OR COSTS RESUL 77NG FROM CHANGES OR AL7ERA77ONS MADE TO THIS PLAN WITHOUT CHECKED BY: REW THE EXPRESSED WRIT7EN CONSENT OF R.A.SM17H, INC. ALL COPYRIGHTS TO 7HESE DRAWINGS ARE RESERVED. SHEET NUMBER THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANY MANNER WITHOUT OBTAINING L 10 0 THE EXPRESSED WRI T7EN PERMISSION OF R.A. SMI T H, INC. i i BM N SCH/BED %'- 954.92 / 0 LP �1 956.2 \ �1 / / / //�> �1 / / n n / / /� //�> / �/ n % /I / 1 / 1 / �// I /\ / ��/ SMH % r / ` % I / ` 7 i TOP=953.8 / / �/ / �/ / / �/ / �/ / o / / L- / V / / / / �/ / / I L� L� l l l �/ l V i' INV=943.3 W v / I � � � � INV=943.5 SW � 1 i / TC TC 5 (FtE V C�/•` �� sss.o 953.1 ', ' ss2s � jN-�24\\$ � s V 0, 4 RCP ST J FES= x 956.3 \J T �/ ' v ER ��G N 944.4 / i 2 C�C11 / / <- / � /� � 95s.8 TC \/NV; sss ` z /� 954.2 = �3 V 1 56�I / 8S/' 0 TC TC 953.0 L / L _ L/ / \ l / i ' \ x 9s4.3 Q `, / L/ �" CP 0 9SSs 953.0 TC _ n 1 L T 9s6.1 sr ST Q BTL -� TC S r O r 9529 i. T J 954 NFR Cj \ �� ? pN x 9ss.9 55.3 3 TC 0 r _ \ � 9S Y OF \ �56.7,x 955. �' l 955.2 9 9 R �� / IN 5.5 TC T GSrA i yI 4 M r TCS /NV 9509 NW SE TC TC SC yGs�3R M N `�� 95(GG tti� !19>b/ i ' / `�P 9 BTL SG a l /O \ �0 CB �\ 95Q S x 95s.7 955.0 Q94.8 9SR6 / �j S �°'0 g5 TC0 TC TC TC TC TC TC TC TC + 9eT Ap n /f \F< x B =955 2 954.1 953_9 953.7 953. 953.3 953.2 - NV= I.0 55. B h 953.2 T TC 9 c� 9 st 46 953.1 9s2.9 952.7 TC TC 3TA 3q S SRC cs _ � •� 9s2.8 TC T S s p o O ` 953.0 TC 1t4A71pp C C S'P' X 96 I. \ %i x I cB CB _ ..953.6- --953.9 TC Sg T• p x 954.7 gg 9s T _ \ i _ 954.2 954. B \ x 955.5 U M I N O INV=950.1 / CB /557 RCP NV=948.0 W F 952.1 1.2 U � � \ ` � i TOP=952.1 $4 INV=948.1 INV=947.9 S / 0 TC \ ss `'3� �/ (PUBLIC ROAD) x 960.8 RZSN T7V R� ,lR�Oiy x 33 x 955.2 y \ / / 9ss.3 TC �2S�N 23� /'0 x 0' <S /S433 �x 9,2 \\ g RCa ST S x 9 . I TSMH OP=954.5 \ -� P5 y Ce 55.7 TC x958.9 F 1G 950.8 �955.9 T INV=9464 E x9s1.s SMH \ T SMH 955.8 \ 1 ,� C ' NTOP=954.1 ) 953.8 x 953.6 TOP=9s2.8 STi9EET / 95 . �CB 59.7 rINV::946.'5 W x 954.2 \ \ \ INV=949.4 N INV=945.8E x 953.5 i ' x 953.2 59 3 0 INV=945.1 E W 95X.9 / x 953.3 / INV=947.2 N C x 953.3 / TOP=955.1 A /2 RCP INV=946.0 I, / // INV=947.1 S 48 RCP x INV=950.7 \ 1 x 960.5 \ /14A?256.0 T�5.3 INV=946.7 S ST S INV=946.9 / O _ / 953.1 p O� \Q \ 60.0 958.2 9S a � O 955.ITC XWCP , IN 49:8 SW S88 06 35 E ��„ RCP ST S - J �i Sr S \ x 953.7 954.0 9 4 I 3" A _ ST S -- ��` // \ B I T U M I N O U 1 SAN x 954.8 W(Pj 1 O p n� x 9�8 5 x 956.9 CBR�'i�s'8/ oOs 95 a 954.8 954.6 J� -- - _ --- i 9 ----- S8 O / �� ,� C 55.0 x 955.2 Sq " \�10.1 ` \ D s .4 �356 \ / �3D 26 L� TC TC 954. 954 3 g / /� f�� 4 /7 44 E /65 /3 TOP=952.8 �� \ 3 TOP=954.3 PVC SANS ( rOp �� ` �•� L TC TOP=953.9 TC ' TC4 1 9 953.7 ° ~ INV=944.9 W /5 % \ V INV=945.3 x 9SS.s /N g INV=949.9 9s3. CB /5 INV=947.6E RCP ST S x 959.7 O R-,5 x- 955.0 ------ - y¢�TC TC 95,y4 INV=9ae.2 RCP N CB Y Q 9g /A / x n�� 955.9 ¢GAS P _ INV=944.6 N' _J p s6. 0. 955.0 (� ' �' - TC IIIIIIIIII953.2 ST S OP=952.2 955.8 x 955.8 954.9 TC 8s 1 INV=947.9 W x 958.1 S 9 .3 954- 1111 Tc �952:9- '_ INV=947.7 KS ---___ O / // _ F x 953.5 _ F x _ -:,�7 x 954.7 _N x 954.5 - TC - 2.8- _ "- S88 06 /7 E _ �_ _ Q GAS (P> TC - /87.52 1 / 954.9 i Cy �- x ___5 a G -x 954.1-�54- x 9s2s x + x 9s4.3 x 9s4.5 4°GAS P 953.4 \ - - - _ 954.1 TOP=955.5 gA 4/ i2 8 932,E ®�g� x 95 .3/ 53 / x 954.7 TC / TC3.0 TCTC 933.$ \ ` y 54.3 54.5 & QQ INV=949.9 W C x 4.9 �v Q INV-950.1 N 9 �\ O 953.7 v s7.2 Nk x 952.8 \ -� _ - T . 954.5' G 954.2 95 a Q s,I, F 9s2.9 x 9s2.1 / x 954. x 955. I x 954.6 5¢- �• TCS I ITC TC 9s4.5 D 954.6 c> h ti `o INV- 50.2 S S i x 95I g x 952.3 x 53.7 C� -4 GAS (P) q RI V OP i. ,� / �oI / FNC \ i x 1.sss.7 ----�• x 9s4.3 x ss4.2 sE ENING o� 0, x sss� F/ D --- •9_ x ss2.s _ ,, x ss4.4 x s x 9sl 6 CB x 957 SB BH-Os6 954.7 T 5 of CB x/95 I \951.7 95 951.0 INV=9470.3 x 951.4 252 COJ� x 955.s ' \ X 956 2- N x 954.9 _ + S IN N �G S � / 6 TOP=95s.1 / / 6 �_ 955. SCR 1. / x 956.3 -`� x TC C 9 INV=951.1 x 50.2 2 g / \ WATER STUB SAN STUB 955. I R RETE S• 1� p HYD Q 4 7 x UGC TOP=955.2 Al p x 951.2 x 51.8 55.0 x 956.3 x 9 65 2 �_ x 955.7 " 9s4. 955.- f WV=951.0 S,E 9 0� 950.3 SAN x 956.2 6.1 955.5 S 951.0 0 x 50.7 x 951.2 x 952./ TOP=95s.9 9 T I SB TG /S PEP x TC sue°' 0 x x 9 ' I D 2 950 X0 x 955.3 INV=915.5 \ x 9s6 2 x x 9ss.6 956. ST S TS6 x 953.8 / 950.6� 955.6 �w i 9 C o �1 x 95i� 951.1 x g51 9ss.2 s5s.s x x gss 2 � DRAINAGE AND UTILITY 1 ym S c rc •s 5p NV =ss1.7 / x 951.6 � 955.6 x 9ss.s � T B TOP=9ss.7 \y+� x 95 1.8 P x 952.5 x 95s.6 951.3 _ x956.4 _ _ 95 .2 s�� g TIC 3� �� / x 9 3.2 sss.1 x s56.1 `/ %/ /�1\/ / %�� / \ `/ %/ I/ /� ` % `/ %/ /- A / � ) \ / EASEMENT PER PLAT © � Ci M TIC x 951.2 \ D 9s3. I x 956.0 O \ \ / / l� / l��/ / / �/ / �i l o / / L - l V l l x 9s6.3 �9 `SO \9�56.3 956.4 NNx 956.3 T O 9C6.9 \ x 952.5 / x 955.4 �� x �,m S 957.3 \ \ � \ x 956.2 956.3 � � - x9559 \ NO BUILDINGS OBSERVED x956.2 x TC x956.8 TIC 1 x .9 x 955.7 6 957.0 x 952.1 955.5 - 0 x 955.9 x \ \ \ 1 x 956.4 �g56.3 \ ` o'� 90� �ps�?�ps 957.3 Ix\ 95s.8 x 956.6 35SB 4 SB x 956.4 (�� 57. \ x 956.0 \ �9 55.7 / n T \ yP� L2��,D_AK 6 TC 2 OAK 957.5 7x 957.5 \ x 956.3 \ 957.6 LA LP* 957.8 Q x 151, PVC X 54.7 (7 957.9� \ L _ v l / x 955.9 ;cam. 6' I\ x 956.6 957.3 TC8.0 ST S \ x sr57:9- �� \x 955.7 \ Q x 956.6 / 957.6 x 955. \ x ° � CB X 957.6� \ \ \ \ 956.7 �� TOP=957.0 x s8.8 D 59.1 \ \ \ \ \ \ x 956.3 x 956.5 / INV=95105 SW X �11%Q 6� \ C, \ \ x 956.6 / ��0= 37MPL INV=950.5E o \ \ Rq/Nq \ 9ss.4 4V \8.7x x959.7 959.6 x \ \ e'9/I/D \ L?6„ \ / Q O� 0 b x�� D \ \x 957.9 O TC S . Q / \' �r� x 955.5 Q 958. Q ss . �5�,, \ \ \ \ �F \qq,s L i L _ U \ L w=o x 957.6 �a 9ss'�,-x�.% � \ \ x 956.7 x sss.s x 9s x 960\ 960.7 x 960. \ \ �s7.\ FyT \ �- x/9 x 956.6 5S6 � / / V =O� LPG \ \`Q I\ \ \� \ x 957.0 �� x 9s7.9 957.7 J J \ qT \ \ D 960.8 x 9 4 \ -x$58.0 x 956. �1 ^ / �� Z �O �959.3 x 960. \ �\ / I /� /� / / / I O Vj = �\ N x 957 \ D ssos \ \/\��\ V ( x s 7.4 s0 (�� 957.7 ce NOR/ \ \ \D \ x 58'�857 \ x956.7 \ O(� V Cow TOP=957.0 /v J DESCRIPTION OF PROPERTY SURVEYED `� o cy x959.7 x � x956.1 vV 9 .2 INV=952.2 NE \ �� 9¢ A% OF \ \ 960.7 \ j z. 3 MPL INV=953.2 SE (Per First American Title Insurance Company, Issuing agent TitleSmart, Inc., Commitment for Title Insurance FR qC \ \ \ 960.8 \ �� TC Commitment No. 294604, commitment date November 07, 2024) 11040,% �x957� \ x960.4 \ \ \ x957.4 (,ry oQ� 957.6 x 96 \ \ x 957.8 �S Lot I, Block 2, CHURCH OF ST. HENRY IST ADDITION, Wright County, Minnesota. 2S8 o F�FRSI \\ \x959.4 D 60.s s\ xgs FQ q T \ \ V A F \ x 9so. 2 D \ \ o 956.9 x x 957.5 '�cFs /cyw x�7:4 \ � �x 9ss.7 � \ x 957.2 x 957.8 TIC 958.0 � _ PLAT RECORDING INFORMATION 000Q00 S36 ss I I \ \ x959.5 D\ x 02 \ \� \ TSAN OP 958.E �\�� x 960.3 960.5 x 9583 \ x 956.8 I INV=913.9 aQ The plat of CHURCH OF ST. HENRY IST ADDITION was filed of record on December 10, 2009, as Document No. 27401. xN7.7 \ 957.1 LP •ry �, �� 'qy x957.4 TITLE COMMITMENT \ \ 9592 \ 960.0 BM#2 �J J \ x 960.3 \ SCR/BED 'X'- 95985 FT. \ X 957.8 957.8 \ \ x 957. I SO(�3;7�7PL First American Title Insurance Company, Issuing agent TitleSmart, Inc., Commitment for Title Insurance Commitment 4/0 \ p \ T5 No. 294604, commitment date November 07, 2024, was relied upon as to matters of record. \ xsss.7 \ 9 7.5 p ss / x 957.2 x 957.4 �- \ -*c� g \9 x96 . \ y \ 1 J \P C x 957.8 J Schedule B Exceptions: \ I / y x 9s9.6 GC`� x 957.4cB / �/ /�j//V/ T / MAP TOP=956.8 O Exceptions are indicated on survey with circled numbers unless otherwise noted. Items not listed below are standard x-95 7\ s59-6 o \ 59.1 57.3 INV=952.9 9 1 exceptions and/or are not survey related. \ Foy3 c ,yq/Tye_ /Ro �\ S-M s s Mpro p x 959.7 \ x�9J7 �\ \ ¢'�e/ 6.) Subject to drainage and utility easements as shown on the recorded plat. (shown on survey) ss9.8 S/TE \ x 959.6 8.) There is an easement for slopes, cuts and fills, over that part of the property which is adjacent to the \ x959.9\ \ street or alley, as shown by Document No. 15861, which does not materially affect the improvements. x958.\ x sss.s \ (it is not on, or does not touch, the surveyed property) \ \9.) Terms and conditions of Agreement Relating to the Transfer and Development of Real Property described in x 958.5\ \ c Document No. 15740. NFL. (Easements recited in Doc. No. 15740 are not on, or do not touch, the surveyed property) 10.) Terms and conditions of Certification of Resolution No. 2005-105 vacating drainage and utility easement within Outlot B as stated in Document No. 26625. (The Drainage and Utility easement across all of Outlot B has been vacated) 11.) Subject to a limitation of right of Access to Highway 94 as set forth in Book 258 of Deeds, Page 536-556. (shown on survey) GENERAL NOTES 1.) Survey coordinate basis: Wright County System NAD83 (1986 adjustment) 2.) "No Buildings Observed" on the surveyed property in the process of conducting the fieldwork. 3.) Adjoining ownership information shown hereon was obtained from the Wright County Property Tax Information web site. 4.) [ ] Bearings and/or dimensions listed within brackets are per plat or record documents. UTILITY NOTES 1.) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. In addition, Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete response. Where additional or more detailed information is required, excavation and/or a private utility locate request may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket numbers 243371065, 243371342 and 243371683. 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of utilities prior to any excavation. FLOOD ZONE NOTE 1.) The subject property appears to lie within Zone X (Areas determined to be outside the 0.2% annual chance floodplain) per the National Flood Insurance Program, Flood Insurance Rate Map No. 27171C0170D, dated June 20, 2024, Community No. 270534. This information was obtained from the FEMA Map Service Center web site. PARKING No designated parking spaces were observed on site. AREA 88,715 square feet or 2.037 acres LIST OF POSSIBLE ENCROACHMENTS The following list of possible encroachments is only the opinion of this surveyor; should not be interpreted as a legal opinion and should not be interpreted as a complete listing. �A Possible encroachments are indicated on survey with boxed letters as listed below. None Observed LEGEND 0 Denotes iron monument set marked with P.L.S. No. 44900 • Denotes found iron monument BTL Denotes beavertail curb CB Denotes catch basin CBX Denotes communication box CCFRPM Denotes centrifugally -cast, fiberglass -reinforced, polymer mortar pipe DIP Denotes ductile iron pipe FES Denotes flared end section HCR Denotes disabled ramp HHC Denotes communication handhole HHF Denotes fiber optic handhole HYD Denotes fire hydrant INV Denotes structure invert LA Denotes landscaping LP Denotes light pole (P) Denotes per plan PEP Denotes polyethylene pipe PVC Denotes polyvinylchloride pipe RCP Denotes reinforced concrete pipe SAN Denotes sanitary manhole SAN S Denotes sanitary sewer SB Denotes soil boring SMH Denotes storm manhole ST S Denotes storm sewer STA Denotes survey control station TAD Denotes truncated domes plate TC Denotes top of concrete curb TICS Denotes traffic control sign UGC Denotes underground communication line W Denotes water line WV Denotes water valve COT Denotes Cottonwood tree MPL Denotes Maple tree BENCHMARKS (BM) (NAVD 88) 1.) Top of top nut of fire hydrant 93+/- feet east of the northeast corner of subject property on the south side of East 7th Street. Elevation = 958.30 feet 2.) Top of light pole base with scribed "X", 88+/- feet northeast of the southeast corner of subject property on the west side of the parking lot to the east. Elevation = 959.85 feet 3.) Top of light pole base with scribed "X" on the first light pole north of East 7th Street on the west side of the east entrance to St. Henry's Church. Elevation = 954.92 feet SURVEY CONTROL STATIONS POINT NO. NORTHING EASTING ELEVATION 3100 215777.988 526855.316 954.20 3101 215784.791 526450.318 954.38 3102 215747.192 526204.099 960.11 3103 215433.802 526867.455 959.21 \ NO SCALE A SURVEYOR I S CERTIFICATION To Halle Propoerties, LLC, First American Title Insurance Company and TitleSmart, Inc.: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items I, 2, 3, 4, 5, 7(a), 7(b)(1), 8, 9, 1 1(a) and 13 of Table A thereof. The fieldwork was completed on December 17, 2024. Date of Plat or Map: 31st day of December, 2024. ;%%% J. CA/� SUNDE LAND SURVEYING, LLC. Q'•••LICENSED••% = = LAND = SURVEYOR N� 44900 ••rA�Q': Arlee J. Carlson, L.S. inn. Lic. No. 44900 cOF MINN.�', ( Revision I By I Date ) ( I JUD Drawing Title: a AL TA /NSPS LAND T/TLE SURVEYFOR.- raSmith, Inc. Of Future Discount Tire, Monticello, MN SUNDE Main Office: 9001 East Bloomington Freeway (35W) •Suite 118 Bloomington, Minnesota 55420-3435 LAND SURVEYING 952-881-2455 (Fax: 952-888-9526) www.sunde.com 30 0 30 60 2 Project2024-146 Bk/Pg: 1059122 Date: Township: 12/ Range: 25 Section:/3 121.3112024 SCALE IN FEET File:2024/4600/.dwg Sheet: 1 of 1 Monticello February 25, 2025 Re: Discount Tire General Comments PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 The City is not responsible for errors and omissions on the submitted plans. The Owner/ Developer, and Engineer of record are fully responsible for changes or modifications required during construction to meet the City Standards and the applicable Minnesota codes. 1. The City requires you install a fire key box on the outside of your building. Please contact the Department of Building Safety/Fire Inspector for these requirements. 2. Fire suppression system is required; work with the Fire Inspector/Fire Chief on locating your Fire Department Connection for the sprinkler system. The Fire Inspector must approve the location prior to installation. 3. Fire suppression system is required; consult your design professional to verify fire hydrant spacing. The Fire Inspector must approve location prior to installation. 4. Prior to excavation and construction, the permittee shall submit to the City of Monticello through certificate of survey that the proposed construction follows all land use, zoning, conditional use, or planned use as part of the building permit application. The certificate of survey shall be signed by a registered Minnesota land surveyor. These items are subject to approval of the Monticello Department of Building Safety. This is a preliminary list of items that need to be addressed. Sincer , Bob Ferguson Chief Building Official/ZoningAdministrator www.ci.monticello.mn.us City Council Agenda: 3/24/2025 2M. Consideration to approve a Conditional Use Permit for a Proposed Cross -Parking Agreement in the Central Community District (CCD) Applicant: Zach Barthel Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, Stephen Grittman, 3/24/2025 ❑ Regular Agenda Item City Planner Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Coordinator ACTION REQUESTED Planning Commission unanimously recommends approval of the Conditional Use Permit. Motion to approve the request for a Conditional Use Permit for a Proposed Joint/Cross-Parking Agreement in the Central Community District (CCD), subject to the conditions in Exhibit Z and based on findings in Resolution No. PC-2025-13. REFERENCE AND BACKGROUND Property: Legal Description: Lengthy -Contact City Hall PID #: 155-010-052130 Planning Case Number: 2025-10 Request(s): Conditional Use Permit for Cross -Parking Deadline for Decision: April 13, 2025 (60-day deadline) June 12, 2025 (120-day deadline) Land Use Designation: Downtown Mixed Use Zoning Designation: CCD - Riverfront Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Retail Surrounding Land Uses: North: Public Parking/Public Park East: Downtown Mixed Use (Block 52) South: Downtown Commercial City Council Agenda: 3/24/2025 West: Downtown Commercial Project Description: The applicant proposes to establish a restaurant/bar facility in an existing building, remodeling the structure to include interior seating, kitchen, and bar area, as well as rooftop and sidewalk seating for seasonal use. The application also shows on -site motorcycle parking, as well as a small supply of passenger vehicle parking for employees. To supplement parking demand for the facility, the applicant proposes to enter into joint -parking agreements with at least two area property owners to provide options for patrons and other employees. Joint -parking is allowed by Conditional Use Permit under specific conditions identified in the Zoning Ordinance and is evaluated for purposes of this report under the overall CUP request. Additional information added to the report for the Council review is noted in italics within this report. ANALYSIS: The applicant proposes to convert an existing site and building from a retail use to a restaurant use. The building is located within the Riverfront sub -district of the Central Community District. Restaurant uses under 10,000 square feet are permitted uses in the sub -district of the CCD. The use is in direct support of the Downtown Small Area Plan's Vision: "The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people — including dining, recreation, celebrating, gathering, shopping and living." The user is proposing the addition of a rooftop patio for the restaurant. Given this addition and the remodel to the building, the CCD ordinance requires a site plan review by the Planning Commission. The Planning Commission held that review, which does not require a public hearing, on March 4, 2025. The subject of this report is instead related to the request for conditional use permit for cross parking for the proposed use. To effectively consider the applicant's request, it is important to understand what is outlined generally in the off-street parking ordinance provisions, then what is applicable for uses within the Downtown. Cross and Joint Parking in Monticello Code The Zoning Ordinance establishes a minimum parking requirement for all land uses based on the demand created by the use itself. The basic ordinance structure is to require that all City Council Agenda: 3/24/2025 required parking is to be provided off-street, on the property of the use that creates the demand. This is a common suburban model designed for areas that are growing with new development. It is intended to avoid or reduce on -street parking that can interfere with traffic safety, street maintenance operations (especially snow removal), and other factors. The off-street parking ordinance applicable generally also accommodates two forms of shared or cross parking. "Joint" parking allows two sites/uses to provide less than the required number of parking spaces for either or both of the uses, but only when conditions can support the shared use through hours of operation or differing use types. Joint parking requires authorization through Conditional Use Permit. "Cross" parking allows two sites/uses adjoining one another to share parking, allowing cross access to parking lots. Joint parking may or may not be a part of the cross -parking agreement. Cross parking is also allowed via Conditional Use Permit. Downtown Parking Regulations In the downtown area of Monticello, within the zoning designation of "CCD - Central Community District", the City makes further code allowances in support of the pattern of downtown development, including parking standards. The City provides a significant amount of public parking as a function of traditional development patterns within the downtown. Most of the downtown building pattern was developed prior to the extensive use of automobile travel and parking requirements. On -street parking is a public function, as is the provision of off-street parking in publicly owned and maintained parking lots. The code also requires that when a change in use occurs in the downtown, parking for the new use must be calculated based on its demand: "An existing business, as of the date of this chapter, which has a parking supply which is substandard according to § 153.067 - Off -Street Parking, shall be considered a legal nonconformity. 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 § 153.067(E)(4)(c) for such deficiency." To reconcile these aspects of parking supply, the City adopted regulations in the downtown area with the following primary goals in mind: • First, parking demand generated by an individual land use should be addressed by the proposed use in question, to the extent possible; • Second, because the City incurs costs in acquiring, constructing, and maintaining public parking (whether on -street or off-street), individual land uses that benefit from that City Council Agenda: 3/24/2025 public function should contribute to those costs, rather than pass all of them to taxpayers; and • Third, where parking spaces are shared between the use and the public, the supply of parking can be reduced from the typical suburban stand-alone calculations that would otherwise apply to individual parking generators (with a baseline reduction in overall parking demand that is 60% of the stand-alone requirement). This is accomplished through a conditional use permit for cross -parking; and • Fourth, the code works to maximize parking created by new uses through a requirement that all new non-residential parking areas accommodate both cross and joint parking. The regulations function in this way: 1. The parking demand generated by an individual land use is calculated according to the City's standard zoning ordinance regulation. 2. Where the property owner participates in a cross -parking agreement to share available on -site parking as public, the required parking supply for the use will be 60% of that otherwise required of the land use. 3. The applicant must supply parking on -site at the 60% rate. 4. If the applicant cannot supply the parking as required, they must do one of the following: a. Enter into a binding agreement for joint parking with another nearby property owner who agrees to provide some or all of the applicant's remaining requirement; and/or b. Pay into a City downtown parking fund at a rate set by the City that approximates the cost of acquiring and constructing the unsupplied parking spaces. Parking Demand for Nordic Taproom The applicant provided floor plans for the remodeled building that indicate total seating capacity during cold weather of approximately 148 patrons, and a staff of 12-15 persons. During warm weather, the facility can add as many as 93 additional rooftop seats, as well as a few sidewalk tables, a total of as many as 241 seats during peak season. The zoning ordinance applies a standard of restaurant and bar seating based on square footage of dining and kitchen space. The site and building plans illustrate some dimensioning, but only estimates can be made for total square footage of each area. The applicant's narrative uses the City's code standard to detail the dimensional use of the space against the 1 space/80 square City Council Agenda: 3/24/2025 feet of kitchen area and the 1 space/40 square feet of dining area. The square footage totals would result in a total requirement of 105 spaces for the proposed use. Another common restaurant parking standard is based on seating capacity (and translates to the square footage model), which is 1 space required for each 3 seats, plus one per maximum shift employee. At this rate, the indoor seating season requirement for The Nordic would be approximately 60 parking spaces and would increase to as many as 90 spaces (when including employees) during warm season periods when the outdoor areas are being used. The site plan shows no on -site passenger vehicle parking. Instead, the applicant illustrated a row of motorcycle parking (for up to 18 motorcycles) along the south side of the building. The narrative also notes that a few parking spaces may be available to staff, although access to, and number of, those spaces are not shown on the site plan in detail. While motorcycle parking can relieve a small amount of parking demand, the code does not account for it as a general standard. It will serve most effectively during the warm season period when outdoor dining is open. Instead, those spaces could be used as parking for passenger vehicles during the cold season, and the plan dimensions would appear to support as many as 6 parking spaces. To facilitate the head -in configuration of 6 spaces in this area, the applicant will need to work with the adjacent property owner to the south to verify alley access circulation. Cross Parking Request Based on cold -season calculations, the base code requirement for this use would be 60 parking spaces. If the applicant grants public use of the on -site parking area, then the code permits the user to reduce the actual requirement to 60% of that standard, or 36 spaces. If the site is then credited for 6 spaces (using the motorcycle area as noted above instead for passenger vehicles), the net resulting additional requirement is 30 parking spaces. Warm season increases this calculation to 48 spaces, after these same credits are applied. With a cross -parking agreement allowing the 6 spaces to be utilized for public parking, the applicant will be required to pay in to the parking fund for the net deficiency, which is 30 spaces at minimum or 48 at maximum. As noted above, the code does not set a minimum number or percentage of spaces to qualify for the 40% reduction if the applicant employs the joint parking or parking fund options. Joint Parking Request The code offers another option within the CCD in lieu of payment into the parking fund — that is the authorization of a Conditional Use Permit for joint parking. For joint parking to work, there are conditions identified in the zoning ordinance. These are summarized as follows: City Council Agenda: 3/24/2025 1. The joint uses must have peak hours that do not conflict, that is, there must be a reasonable expectation that the use that supplies parking will be available when the other use is in need of it. 2. The noted parking must be within a reasonable distance. The ordinance limits this as requiring that the parking area is within 300 feet of the use generating demand. 3. There is a legal agreement that binds the parking supplier and user to the arrangement. This agreement helps ensure that the parking is not used by others in a serial manner that defeats the purpose of the joint parking, and that it is not removed from the parking supply without some process and analysis. The applicant proposed to assign the remaining demand for their site to joint parking agreements with at least 2 other private parking sites, the Schlener-Wenner site and the Monticello Help Center site. The Schlenner-Wenner site and the Monticello Help Center sites are both on West 3rd Street in downtown Monticello. However, both are approximately 2 blocks away, and nearly 700 feet from the proposed Nordic Tap House (Nordic) site at 106 Walnut Street. As cited above, the allowance for joint parking includes a requirement that such parking is within 300 feet of the subject property. Specifically, the proposed joint use parking areas otherwise would meet the zoning ordinance requirement that the use (Nordic) has its peak use times during periods when the joint use sites are closed, or at non -peak periods. The purpose of the 300-foot limitation is to ensure that parking demand that is generated by a specific use is reasonably available to the customers of that use. Customers of the Nordic are less likely to walk the longer distance, and more likely to utilize public parking near the site, making it unavailable to other businesses in the area. The applicant indicated that they may also pursue an additional agreement with Trinity Lutheran Church at 449 West Broadway. However, this site is more than 1,000 feet from the Nordic site. Following a review of the zoning ordinance and the adopted Downtown Small Area Plan, staff believe that a text amendment to the City's ordinance to support more flexibility in joint parking configurations specific to the downtown may be a consideration. "In order to accomplish the goals in the Plan related to the public realm and human scaled design, the Plan recommends a nuanced and flexible approach to parking. While the Plan recognizes many people, in the future, will still arrive to Downtown by car and it is important to make sure parking is plentiful and accessible; it is equally important to ensure parking does not dominate the Downtown area. Ultimately the goal is to ensure City Council Agenda: 3/24/2025 customers and visitors can comfortably and safely get to their destination, not just their parking space. Parking is just one part of a visitors experience." The Downtown Small Area Plan specifically cites a "park once" parking management strategy, recognizing that as business vitality increases within the downtown, more users will park once and visit multiple locations, resulting in a lower overall demand for space. In support of the parking strategy identified within the plan, as well as the overall goals for downtown, staff recommend revising the joint parking ordinance standard specific to the downtown. A proposed amendment will allow credit for joint parking to be applied based on a graduated system of distance to available joint parking. Such an amendment allows a user such as Nordic credit for joint parking of under-utilized parking lots against their parking deficiency. Summary The ordinance provides a number of alternatives for managing parking supply for changing uses within the Downtown. This includes cross parking, joint parking and payment into the City's public parking fund for the deficit spaces. As the joint -use spaces proposed do not currently qualify under the ordinance as written, the parking fund option would appear to be the available alternative in this case at this time. To utilize this option, the applicant must complete a parking study as outlined in the code related to available public parking and peak demand. However, following a review of the overall parking strategy for the Downtown and more specifically given the applicant's proposal to utilize currently underutilized parking within the downtown, staff believe that an amendment the joint parking requirements specific to downtown should be reviewed for amendment. The conditions of approval are written such that if the City does approve an amendment to the joint parking standards, the joint parking proposed under this application can be authorized. Budget Impact: The applicant submits an escrow with their land use application that is used to cover the costs of review of the application, including staff and consulting time. II. Staff Workload Impact: Staff time in the review of application included Community Development and Engineering staff, estimated at 8 hours in total. III. Comprehensive Plan Impact: The purpose of the 2017 Downtown Small Plan, adopted as part of the 2040 Vision + Plan, is to attract and direct investments on the core blocks of Downtown Monticello. The Downtown Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments that encourages gathering, socializing, visiting and enjoying Downtown daily - throughout the year. The plan states a recommendation to "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. because they City Council Agenda: 3/24/2025 represent the best the community has to offer. 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 ..." The reuse of this existing building as a place people will gather throughout the year is in direct alignment with the Downtown Small Area Plan goals and with the supporting zoning ordinance for Downtown uses. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed conditional use permit and held a public hearing on the item during its regular meeting on March 4, 2025. During their discussion, the Commission requested clarification on the location of public parking options near the site. The Commission also questioned whether the current public parking on - street could at some point become private parking, for example with private parking signage. Staff indicated that there would have to be a specific project decision of the City Council. It was also noted that the parking lot near the Block 52 building includes both a City -owned public parking lot and a privately -owned lot, both of which are subject to a cross easement for public parking. The parking lots accommodate the uses in the Block 52 building but are also subject to a cross easement for public parking. The Commissioners verified that with building permitting, the appropriate number of accessible stalls on -site would be evaluated. Staff clarified for the Commission that cross -parking is allowed when the uses are directly adjacent to one another; the parking lots are joined and when the lots are used by the public. The CUP consideration is authorizing the public use of the 6 spaces on the lot as cross -parking with the private lot to be used simultaneously by the public. A conditional use permit is also required by code for joint parking, when two uses which may not be directly adjacent to one another but share parking when spaces or when operational times are off set. The current code does not allow joint parking when more than 300 feet from the business. Staff explained that the condition in Exhibit Z is written to accommodate the cross parking and joint parking should the city amend the code as noted in the staff report, with the applicant paying into the parking fund for the remaining deficiency. Applicant Zach Barthel addressed the Commission. He cited his desire to relocate into this area of the Downtown. He stated that he has visited the new location area during nights and weekends, noting there is open public parking that could be utilized. He also commented that it is common for patrons to walk to destinations in downtown areas. Mr. Barthel explained that his proposal includes a rooftop patio for riverfront viewing, an upgrade to the building for the City Council Agenda: 3/24/2025 community. He noted that he would designate staff parking elsewhere to allow for more patronage parking closer to the building. Staff indicated that parking utilization studies will be needed as businesses and parking demands change. Following discussion, the Commission unanimously recommended approval of the conditional use permits, noting the value of the proposal relative to the goals for Downtown and the shared nature of parking within downtown areas. STAFF RECOMMENDED ACTION The zoning ordinance applies parking demand to each use based on a set of standards intended to estimate the likely demand that the use creates for parking supply. In the downtown area, that parking demand is eligible to be reduced to just 60% of the standard due to the availability of public parking, where the applicant provides as much parking as possible on -site, and makes that available to public use. This sharing reduces the overall parking construction costs for private parties and accommodates shared use of parking by customers of the businesses within the Downtown consistent with the "park once" parking schematic provided in the Downtown Small Area Plan. Staff therefore recommend the Conditional Use Permit for cross -parking, subject to the conditions in Exhibit Z. The code also provides for a contractual option for sharing parking (the joint -parking option requested in this application) if the parking meets specific requirements. In this case, the joint - parking standards are not met due to the distance from the subject site. Staff cannot recommend approval of the Conditional Use Permit for joint -use for this application until the City reviews a potential ordinance amendment for joint parking standards within the downtown. The applicant's option would be to contribute to the parking fund in an amount equal to the deficiency stated in this report — a total of at least 30 spaces when applying the cold weather season requirement, with payment subject to provisions as determined by the City Council, including the noted parking study. SUPPORTING DATA A. Resolution PC-2025-13 B. Aerial Site Image C. Applicant Narrative D. Applicant Parking Plan Downtown Public Parking Availability Map Cross (Joint) Parking Agreements City Council Agenda: 3/24/2025 G. Chief Building Official's Letter, dated February 25, 2025 H. Public Comment Letter — Received Following Planning Commission Public Hearing I. Downtown Small Area Plan, Excerpts J. Monticello Zoning Ordinance, Excerpts Z. Conditions of Approval EXHIBIT Z Conditions of Approval Conditional Use Permit for Cross & Joint Parking 106 Walnut Street 1 155-010-052130 1. Provide a revised site plan illustrating available parking on -site up to six spaces, including verification of alley use to facilitate circulation. (This area may be used for motorcycle parking during warm seasons while still qualifying as six spaces of passenger vehicle parking for the purposes of parking demand calculations). 2. Execute a recordable cross easement for the public use of available parking on the restaurant site. 3. Pending any amendment to the City zoning ordinance for joint parking credit within the Central Community District, the conditional use shall include allowance for joint parking and payment into the City's parking fund as required for the final parking deficit. 4. Deficit and payment for parking is subject to a parking study per CCD ordinance, to be reviewed and approved by the City Council. (Added condition.) 5. Compliance with the terms of the City Building Official's letter dated February 25, 2025. 6. Comments and recommendations of other Staff and Planning Commission. 2M (1) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-13 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR CROSS AND JOINT PARKING IN THE CCD, CENTRAL COMMUNITY DISTRICT WHEREAS, the applicant has submitted a request for a Conditional Use Permit for a restaurant use relying on cross- and joint -use parking facilities; and WHEREAS, the proposed facility modifies the use of the proposed building from retail sales to restaurant/bar use of less than 10,000 square feet; and WHEREAS, the proposed use would result in a significant increase in parking demand on and around the site; and WHEREAS, the increase in parking demand is required by the Zoning Ordinance to be accommodated through increased parking supply, or reliance on cross- and joint -use parking agreements near the subject property; and WHEREAS, the site is zoned CCD, Central Community District, which allows such cross — and/or joint -use parking by Conditional Use Permit; and WHEREAS, the proposed land use would be consistent with the long term land use plan for the City and the location, specifically hospitality and entertainment uses in the downtown area, particularly near the riverfront; and WHEREAS, the applicants have provided materials documenting that the proposed use facilitates long term use of the site for uses in the CCD district; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on March 4th, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans and materials demonstrating that the proposed facility will be in compliance with the City's goals for downtown land uses. 2M (2) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-13 2. The applicant has provided plans and materials demonstrating that the use can be accommodated with parking supplies either existing in the nearby area, and/or available through public parking options. 3. The property will have peak use hours during evenings and weekends, consistent with the parking -sharing requirements of the joint -use section of the Zoning Ordinance. 4. The operation of the business will support downtown vitality and redevelopment, and coexist with other commercial and residential uses in the nearby area 5. The use fits the objectives of the Monticello Downtown Small Area Plan, a component of the City's Comprehensive Plan, supporting its goals and other aspects of the City's land use planning in the area. 6. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for downtown commercial property. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for cross- and joint -use parking, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: Provide a revised site plan illustrating available parking on -site up to six spaces, including verification of alley use to facilitate circulation. (This area may be used for motorcycle parking during warm seasons while still qualifying as six spaces of passenger vehicle parking for the purposes of parking demand calculations). 2. Execute a recordable cross easement for the public use of available parking on the restaurant site. 3. Pending any amendment to the City zoning ordinance for joint parking credit within the Central Community District, the conditional use shall include allowance for joint parking and payment into the City's parking fund as required for the final parking deficit. 4. Compliance with the terms of the City Building Official's letter dated February 25, 2025. 5. Comments and recommendations of other Staff and Planning Commission. 2 2M (3) C/7-Y OF wpm r COU � T t CELLO RFSOLU7- ONG CpMM1S NFSprq ADO ON NO. PC 1 �24 1 Monti , M`nnes 3 elfo pT'FD this 4rn daY o f ota. March 2025 by the Planning Comrnissio n of the City of ATTEST• 3 WI - —ii ector MpNTICEf( p PAN NING COMM/Ss/ON v— Andrew Tap er, Ch air 2M (4) Consideration CUP for Proposed Cross Parking Agreement in Central Community District PI Ds: 155010052130,155010031010,155010032020 Address: 106 Walnut St, 224 3rd St, 114 3rd St W Created by: City of Monticello 7�1 t, 1'S5010019060 ~ 1 155010�1 f9030 i; 155010065039V / �♦ �� trFRsrW D 1 5275001010 rlicJ <� • �R��F , 1552720 f 25 1'S521860,1010 At 155010 <<_ r _ q%, "k ELI 4 yST� 155010032020 �i:• � g t 155010032010 3R� sTF - _t 2M (5) NORDIC TAP HOUSE 106 WALNUT ST. MONTICELLO MN EXECUTIVE SUMMARY Overall SO footage of inside spaces. First Floor - 1,698 sf / 40 = 42.45 Kitchen - 350 sf / 80 = 4.375 2nd Floor - 925 sf / 40 = 23.125 Roof Top - 1,400 sf / 40 = 35 Total = 104.95 supposed parking spaces needed. Nordic Parking Information At our current space located at 530 Cedar St. Monticello MN we have roughly a total of 190 spaces between front and back with about 90 of them located behind the building. Our SO Footage at our current space is close to double the size of our new space including our huge event hall that we will NOT have at our new smaller location. Over the last 6 years our back parking lot has hardly been used and only filled up our parking during VERY large events. Parking agreements. We have 2 large parking lots that we have agreements with for Schlenner Wenner & Monticello Help Center. They are within the downtown district and we plan to get another large lot agreement set up with Trinity Lutheran in the coming weeks. These are 3 of the largest private parking lots around our new building not including all of the city parking lots surrounding us. Hours and Busy Times for the Nordic. Our hours of operation at the new location will be as follows with the exception of potentially opening for breakfast at 9am Saturdays and Sundays possibly down the road if our beloved Cornerstone Cafe falls. Sun -Thu: 11am -10pm Fri -Sat: 11am - 12am * Busy time are typically after 5pm for the dinner pushes. Friday Nights, Saturdays and Sundays are by far our busiest times throughout the weeks. • All of our parking agreements are closed nights and weekends with the exception of Trinity Lutheran on Sunday mornings. ® Our plan opens up some Motorcycle parking along the south side of our building that will help by keeping bikes out of other valuable city parking spaces around our building downtown. We also plan to have a little room for some staff parking in the back 90 South East corner of our property to help keep some spaces open. 2M (6) NORDIC TAP HOUSE 106 WALNUT ST. MONTICELLO MN r �r^ U) F— Z) z J Q �A �T PROJECT b LOCATION $ � ww w AD �I AOA ENT j G� 77TT117777T1 /%/%1 �-- ,8MOTORCYC1E SPACES @ SW = 5C-0V -� b BITUMINOUS PAVING m PROPERTYUNE E b' /—! m I C S.TE PLAN - PROPOSED Zach's Site Plan Review J anm Nof BRE 2M (7) Downtown Public Parking The City of Monticello 2024 LEGEND: �.....................�� PARALLEL STREET PARKING -....................�� ANGLED STREET PARKING PUBLIC PARKING LOT '16 _j ("I -1 1 0' 25' 50' �W io 31 35 �A WEER M 31 ClMIA o 0 ...:-. . . . . ............. 27 ------------- •�--------- ---�---- ----------- - - - - -- �. o .o 0 8 .� ... �• . 8 log — 2 6 3 2-------- A Iwo 1 ------------------- �35 59 __ i z 0 17 IL'! 37 -71 Wi of o 4 $, 22 7 mom ;88 3 IN IN Nk '� W1, imp- 5b 310 1 � J �14 Ilr 601 L.��1111L a 60 53 29 �J BOLTON DOWNTOWN I',� &MENK DINE -SHOP Real People. Real Solutions. 2M (8) Zach Barthel owner of Nordic Tap House currently being established at 106 Walnut St. Monticello MN is entering in to an agreement with Cory Ritter at Schlenner Wenner & Co to utilize their parking lot during busy times. Our busy times are after everyone located within the building is closed. Nordic Tap House agrees to clean up any garbage or messes that may accrue due to our customers parking in the lot during big events. Nordic Tap House will promptly respond to any phone calls in regards to any issues that may arise from any of our customers parking in their lot. Nordic Tap House agrees to uphold this agreement in a professional and appreciative manor. Zach Barthel !G% _ Date L - l Z5 Cory Rittera Date 67 / 1 I /.?S- 2M (9) KI CL00 0 CD CL � - o tOn c CD . I it I � cn O CF) -4 CD CD CD i CD CD,3 D COD Q � n� I o O _ n n• CD gCD g cn CD CD CD CD 90 n O Cn O C CD D CD I O n� CD V 0 04 .3 z c- MN O —h .3 dq V'f A m m m un A 0 2M (10) Zach Barthel owner of Nordic Tap House currently being established at 106 Walnut St. Monticello MN is entering in to an agreement with Mary Gardner at the Monticello Help Center to utilize the r parking lot during busy times. Our busy times are after everyone located within the building is closed. !Nordic Tap House agrees to clean up any garbage or messes that may accrue due to our customers parking in the lot during big events. Nordic Tap House will promptly respond to any phone calls in regards to any issues that may arise from any of our customers parking in their lot. Nordic Tap House agrees to uphold this agreement in a professional and appreciative manor. Zach Barthel Mary Gardner �a �9 - -Pl r ml u , Forwarded message --------- From: Heather L. Joerg Date: Fri, Dec 13, 2024 at 12:40 PM Subject: RE: Parking Lot Liability To: Russell Van Dell Goof morning Russell. Date 7 - //" 7 5 Date Q-" n - a S L-,&�F-)LD Heard back from Secura. is. if you do, the The decision is up to you (Christian Social Services) lce such as the brewery Asti g you asnt to allow han additional insured carrier the asking that there are proper risk transfers in p t in place. In addition, :he carrier would add a small breweries policy and having a written hold harmless agree"le� charge to your General liability policy. To calculate the charge, we would need the sql are footage of the parking lot. Let me know if you wish to move forward. Thank you. Christense n Group Logo 2E)(J rbntown Public Parking The City of Monticello LEGEND: PARALLEL STREET PARKING ANGLED STREET PARKING PUBLIC PARKING LOT 2024 -- —10 — -- 27 17 f �) 101 I �i 31 35 31 60 r�-�- 26 '0-23 0 o f' t i i i f)I 0 1 7 A ® BOLTON DOWNTOWN &MEN K R" mow. Re.1 W,n—, CITY AKMontf ello February 25, 2025 Re: The Nordic General Comments PHONE:763-295-2711 Fax:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 The City is not responsible for errors and omissions on the submitted plans. The Owner/ Developer, and Engineer of record are fully responsible for changes or modifications required during construction to meet the City Standards and the applicable Minnesota codes. 1. The City requires you to install a fire key box on the outside of your building. Please contact the Department of Building Safety/Fire Inspector for these requirements. 2. Consult a structural engineer in determining allowable modifications to the structure including proposed roof top patio & Mezzanine. 3. The Building Official requires the owner to engage and designate a licensed design professional who shall act as the licensed design professional in responsible charge. These items are subject to approval of the Monticello Department of Building Safety. This is a preliminary list of items that need to be addressed. Sincerely,, /J _ Bob Ferguson Chief Building Official/ZoningAdministrator www.ci.monticello.mn.us 2M (13) From: Brendan Muldoon To: Anaela Schumann Subject: Urgent Parking Concerns Regarding Proposed Brewery CUP Date: Wednesday, March 19, 2025 2:28:50 PM Good afternoon, Angela Mark Buchholz has asked me to provide the email below to you regarding our ongoing concerns with the brewery's recent application. Can you please circulate the email below in the to the City Commissioners prior to the upcoming meeting? Thank you in advance! Brendan Dear City Commission Members, I am writing to express our opposition to the proposed brewery CUP due to its significant and potentially lasting negative impact on downtown parking availability. While we welcome the prospect of a brewery that can generate increased foot traffic and contribute to a vibrant urban atmosphere, the current proposal fails to address the critical parking deficiencies in our area. The brewery's plan provides only six off-street parking spaces despite a proposed capacity of 241 patrons and 12-15 staff members. During peak hours of operation, this demand will require nearly every available space in our parking lot, as well as the on -street parking stalls along both Wall and River. Our parking is already strained, and the additional demand will create unnecessary hardship for local residents and businesses that rely on accessible parking. Furthermore, because this location is transitioning from a retail space to a brewery, it is providing only a nominal amount of additional parking, yet it will significantly increase parking demand, further overburdening the immediate area. Additionally, our proposed restaurant, which notable, was incorporated into our original development plan, will now be forced to compete with the brewery for the same limited parking spaces. This will not only make it more difficult to attract a viable restaurant tenant but also jeopardize the overall balance of businesses downtown by prioritizing one establishment's parking needs over others. It is also important to note that our own project at Block 52 still has an additional 10,300 square feet of leasable space that will require a substantial amount of parking. This fact further underscores the growing parking demands in the downtown area and the necessity for any new development proposals to include robust parking solutions. The increased demand from both our future tenants and the brewerywould create an unsustainable burden on the already limited parking infrastructure, potentially deterring new business investments and negatively impacting 2M (14) the downtown economy. In closing, while we would be thrilled to have another amenity such as a brewery for those living and working in Block 52 to enjoy, if parking were not an issue, we are left with no choice but to voice our concerns. The spin-off development that Block 52 is creating is a great thing for the downtown area, but it requires additional parking to support that growth. Without proper parking solutions in place, this potential for further economic development and vibrancy will be severely limited. Without substantial parking mitigation measures, this development could significantly disrupt the balance of the area, and we urge the City Commission to either deny the proposed brewery CUP or require a comprehensive parking solution. It is critical that any new development in the downtown is paired with a plan that maintains the quality of life and economic stability in the area. Thank you for your attention to these critical issues. Brendan Muldoon Commercial Realtor PROPERTY RESOURCES GROUP 4609 33rd Avenue South, Suite 400 Fargo, North Dakota 58104 Phone: (701) 499-3938 Cell: (701) 318-2699 <ima2e001.one> Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast Ltd, an innovator in Software as a Service (SaaS) for business. Providing a safer and more useful place for your human generated data. Specializing in; Security, archiving and compliance. To find out more Click Here. Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly 2M (15) prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast Ltd, an innovator in Software as a Service (SaaS) for business. Providing a safer and more useful place for your human generated data. Specializing in; Security, archiving and compliance. To find out more Click Here. 2M (16) Frameworks: Parking General Approach In order to accomplish the goals in the Plan related to the public realm and human scaled design, the Plan recommends a nuanced and flexible approach to parking. While the Plan recognizes many people, in the future, will still arrive to Downtown by car and it is important to make sure parking is plentiful and accessible; it is equally important to ensure parking does not dominate the Downtown area. Ultimately the goal is to ensure customers and visitors can comfortably and safely get to their destination, not just their parking space. Parking is just one part of a visitors experience. Supply of parking was a much discussed topic throughout the development of the Plan. Some state there is not enough parking, while others state there is plenty. The real answer to this question depends on how it is measured. Ideally, the answer should be data driven combining inventory numbers, utilization rates and stakeholder or user group interviews. Often this analysis reveals answers such as "there is enough parking during hte day, but not int he evening" In 2010 the City conducted a parking study to determine, among other things, the utilization of existing parking. It concluded that at any given time 80% of the parking supply is unused and only 20% of the parking spaces are occupied. This suggests that there was ample supply at the time to absorb a considerable amount of new development and visitors. This study was conducted several years ago, and it should be updated so the city and stakeholders have an accurate picture of how the existing parking supply is used. Current Demand / Supply analysis (on following page) suggests that the supply of parking downtown exceeds the demand as measured by existing square footage a "stacked" or "nonshared" parking approach. Though it is important to note that the surplus/deficit is not balanced across the four blocks nor is it excessive. In otherwords, some blocks appear balanced, while others have a deficit or a surplus. In order to obtain a truly accurate picture of the parking, the inventory has to be combined with a utilization/ occupancy study as well as interviews with user groups. Regardless of whether there is enough parking or not, the Plan proposes a moving towards a "park once" District (Blocks 51,52,35,36,31,32) that allows visitors to the area to park once and use sidewalks and trails to go from one location to another in the Downtown. This is possible if the city carefully manages and maintains parking and offers a high quality public realm that makes the experience of moving from one location to another a pleasant one - throughout the day evening and year. The single most important improvement to be made is improvements to the Walnut / Broadway intersection. The lack of stop signs at this intersection makes it uncomfortable for pedestrians to cross, which in turn makes it unlikely for visitors to utilize parking on one side of Broadway when their destination is on the other side of Broadway. For this reason, this plan places the highest priority on improving this intersection. It is critical to creating a "park once" District. A successful "park once" District also relies on provisions for shared parking, payments in - lieu of parking, close monitoring of parking inventory, excellent wayfinding and signage, a compact walkable environments. Shared parking is crucial to creating a vibrant, multimodal downtown. Different land uses have different peak parking demands. Allowing a daytime office building, for example, to share its parking at night with the nearby restaurant allows less parking to be built than if the restaurant had to construct its own parking. The outcome is less land dedicated to parking. Shared parking benefits multiple user groups. First, allowing less parking to be built saves up to $20,000 per space in construction costs. Cheaper development costs then facilitate lower sale or lease costs for would- be homeowners or renters. Second, well -crafted shared parking agreements can allow property owners to recognize significantly more return per space on their investment. Third, shared parking is the only way to make most small downtown parcels viable for development. Monticello's true economic potential will only be unlocked when it can provide an easily accessible pool of shared, public parking. Finally, shared parking will better enable growth without exacerbating congestion problems. Building reserved parking for every use results in system inefficiencies and will ultimately induce more vehicle trips on Monticello's downtown streets. Shared Parking in a Downtown Shared Uses: Real Demand office restaurant morning afternoon time of day reduction in needed supply residential evening Unshared Supply / "Stacked Demand" v ru f0 a 0 LM Parking Expectations residential morning afternoon evening a few blocksdistance '® frustrated k\o�5 between e parking �e e*q space and destination eor�ieaS��a� unusually trots lucky a few feet time of day a few a few hours minutes length of visit dining and unique convenience shopping experiences on Broadway and on Pine Street the Riverfront Shared Parking in a Downtown The traditional approach to parking is to provide designated supply for each use based on the highest parking demand for that use. This does not account for fluctuations in demand by time of say, resulting in parking being overbuilt. Actual parking demand changes by use by the time of day, resulting in a peak that is much lower than a traditional approached would predict. Parking Expectations Change as Broadway Changes As Broadway and the Riverfront transition from service and convenience retail to experience based retail (food) and events, customers expectations for the distance between their parking space (if arriving by car) and the final destination changes. We expect to park a block away from a place that we may spend a few hours at. City of Monticello Downtown Small Area Plan I Character Areas N 2M (17) Parking Recommendations Strategy Priority #1 Maximize use of existing parking supply Strategically invest in information and technology Improve mobility options to reduce parking demand Simplify and leverage the zoning code 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." 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 wayfinding system. Continually monitor occupancy, availability and utilization of parking throughout downtown Complete the sidewalk system in Downtown to make walking more comfortable. Encourage bicycle access to Downtown with bike racks and clearly 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 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 operations Establish formal collaboration between the City, County, and other 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 2M (18) Supply and "Stacked" or "Unshared" Demand Analysis public private note: "stacked" parking demand assumes 4 spc / 1000 SE This is greater than the current Monticello downtown standard of 2.8 spc / 1000 SF note: existing non residential SF and its associated demand includes approximately 15,000 SF of building that is currently vacant note: assumes all new residential parking is underground. This allows the middle of the block to be used for public parking. note: a complete parking analysis will incorporate utilization data as well as user group interviews to determine the most accurate possible analysis of parking. Existing: I J I / River 51 '11,500 Non Residential SF Non Residential SF 39,200SF block ■ block +23 spc 68 spc Parking Supply 51 �• 52 Parking Supply 159 spc +3 Spc 46 spc "Stacked" Demand "Stacked" Demand 156spc � v J Broadway CL 25,000 Non Residential SF block 36 35 Non Residential SF 22,500 _■ Lb.ck +21 spc 121 spc Parking Supply 36 5 Parking Supply 184 spc 1 100 spc "Stacked" Demand ' "Stacked" Demand 90spc 3rd Interim: After development on Block 52 and Walnut Street improvements 11,500 Non Residential SF +39 spc 85 spc Parking Supply 46 spc "Stacked" Demand 25,000 Non Residential SF +21 Spc 121 spc Parking Supply 100 spc "Stacked" Demand j I River 51 ' S2 block v o Broadway CL block 36 35 36 1 3rd Build Out: After development on south side of Block 52, and south east corners of blocks 36 and 35. 16,500 Non Residential SF +19 spc 85 spc Parking Supply block 51 66 spc "Stacked" Demand 25,000 Non Residential SF +36 spc } 136 spc Parking Supply block 36 100 spc "Stacked" Demand - River 51 5 J Broadway 36 35 I � � - 3 _ Non Residential SF 34,000 block 52 Parking Supply 112 Spc "Stacked" Demand 136 spc Non Residential SF 22,500 block 35 Parking Supply 184 spc "Stacked" Demand 90spc +94 spc -24 spc +94 spc Non Residential SF 28,500 SF block 52 Parking Supply 162 Spc +48 spc "Stacked" Demand 114 scp Non Residential SF 22,500 block 35 Parking Supply 100 spc +1 U Spc -Stacked" Demand 90spc Non Residential SF 98,200 SF TOTAL Parking Supply 533 spc /� + 1 40 Spc "Stacked" Demand 392 spc Non Residential SF 92,500 SF TOTAL Parking Supply 502 spc + 13 0 s p c "Stacked" Demand 372 spc Non Residential SF 92,500 SF TOTAL Parking Supply 483 spc + 113 s p c "Stacked" Demand 370 spc City of Monticello Downtown Small Area Plan I Character Areas 2M (19) Buffalo, MN Hastings, MN Hutchinson, MN Main Streets In Minnesota The arrangement of buildings, open spaces, and parking impacts whether or not a Main Street maintains its human scale and pedestrian character. In the three cities illustrated above: parking is accommodated in a variety of configurations. All three examples offer on -street parking, parking behind buildings, and larger lots on the edge of the downtown. Some of the parking is dedicated to a single use, such as a grocery store, however most of it is shared between all users downtown. Main Street is reinforced with a building pattern that aligns with the back of the sidewalk. By enclosing the street with buildings, a public room is created and retailers benefit from pedestrian traffic on both sides f the street. . rr p mm v GLSIypN Gnki v•7 Da' kh IGi inn ld P - ��p TF�■Tf lfiC - ~rs® Sd Srh Si La ItIJG St Strunur ; Y® h + NN 31i!#S afl! — M= M_ FSt Lm �a7 RnhG St Lot ©m ®i C ieaa >L South F S, L. q �F��s�� I 75uc Go.�io Lm• • Mmah Lor 9 �I -- South G St Lol �® A� Loveland, CO aTown centre Park Street c . Harbourside ewnMulti - storey Cosers Quay Melcombe Regis Signage and Wayfinding Signage and wayfinding are a small but important apart of the parking process and overall downtown experience. Coordinated signage and wayfinding will make it easier for visitors to come to downtown and it presents a cohesive and coordinated image. City of Monticello Downtown Small Area Plan I Character Areas Recyclii64 Salvage Center See Parking Schedule #1 [§ 153.067(H)(2)] 1.0 space per 100 lockers/units on the inside of the fenced area and Self -Storage Facilities at least five spaces outside the fenced area - If a caretaker's quarters is provided on -site, at least one covered parking space for exclusive use by the caretaker shall be provided 3. Unusable space (e.g. entries, halls, service areas, bathrooms, etc) within uses may be excluded from floor area calculations when applicable. 4. Required parking spaces may be reduced through alternative development types (e.g. Planned Unit Development, etc) as permitted in this chapter. (c) CCD district exceptions. Property owners in the CCD District shall comply with the parking supply requirements as listed in Table 4-7 of this chapter. However, property owners may be granted flexibility from a portion of their required parking supply under the following conditions: 1. Where the city finds that there will be adequate opportunity to provide public parking in the vicinity of the subject property, and at the city's option, the owner shall pay into a "CCD" parking fund an amount as established by City Council Resolution. Said fund shall be used for the acquisition, construction, and/or maintenance of publicly -owned parking in the "CCD" district. 2. The city may, in addition to, or as an alternative to, the option listed in §153.067(E)(4)(c)1. above, and at the discretion of the city, offer the property owner the opportunity to choose to supply parking at a rate which is 60% of the requirement listed in § 153.067 provided that the owner grants an easement to the public for automobile parking use over the subject area. The owner shall retain responsibility for maintenance of said parking area. 3. Location: Parking shall not be located on a parcel between the front building line of the principal building and the public street, except where expressly provided for by the City Council after recommendation from the Planning Commission. (d) Parking Stall Requirement: Schedule #1. Uses subject to Off -Street Parking Schedule #1 must provide the minimum number of off-street parking spaces indicated in Table 4-8, Off -Street Parking Schedule #1. TABLE 4-8: OFF-STREET PARKING SCHEDULE #1 Activity Number of Spaces Required TABLE 4-8: OFF-STREET PARKING SCHEDULE #1 Activity Office or administrative area Indoor sales area Outdoor sales, display, or storage area (3,000 sq. ft. or less) Outdoor sales, display, or storage area (over 3,000 sq. ft.) Number of Spaces Required 1.0 space per 300 square feet 1.0 space per 200 square feet 1.0 space per 750 square feet 1.0 space per 1,000 square feet Indoor StoragelWarehousing/Vehicle Repair/Manufacturing Area Less than or equal to 3,000 sq. ft. 1.0 space per 200 square feet 3,000 to 5,000 sq. ft. 5,000 to 10,000 sq. ft. Greater than 10,000 sq. ft. 1.0 space per 500 square feet 1.0 space per 750 square feet 1.0 space per 1,250 square feet (e) Parking Stall Requirement: Schedule #2. Uses subject to Off -Street Parking Schedule #2 have widely varying parking demand characteristics, making it very difficult to specify a single appropriate off-street parking standard. Upon receiving a development application for a use subject to Schedule #2 standards, the Community Development Department is authorized to apply the off-street parking and loading standard specified for the listed use that is deemed most similar to the proposed use or establish minimum off-street parking requirements on the basis of a parking study prepared by the applicant. The study must include estimates of parking demand based on recommendations of the Institute of Traffic Engineers (ITE) or other acceptable estimates as approved by the Community Development Department, and should include other reliable data collected from uses or combinations of uses that are the same as or comparable with the proposed use. Comparability will be determined by density, scale, bulk, area, type of activity, and location. The study must document the source of data used to develop the recommendations. (5) Vehicular use area design conditional use permit. Stall aisle and driveway design requirements outlined in § 153.067 may be lessened subject to the following conditions: consideriAN WMquest for such a permit, the Planning Commission shall not recommend that such permit be granted nor the Council approve such a permit except when the following conditions are found to exist: (a) Up to 50% of the parking facilities required for a theatre, bowling alley, dance hall, bar, or restaurant may be supplied by the off-street parking facilities provided by types of uses specified as a primarily daytime use in division (d) below. (b) Up to 50% of the off-street parking facilities required for any use specified under division (d) below as primary daytime uses may be supplied by the parking facilities provided by the following nighttime or Sunday uses: Auditoriums incidental to a public or parochial school, churches, bowling alleys, dance halls, theatres, bars, or restaurants. (c) Up to 80% of the parking facilities required by §153.067 for a church or for an auditorium incidental to a public or parochial school may be supplied by off-street parking facilities provided by uses specified under division (d) below as primarily daytime uses. (d) For the purpose of this section, the following uses are considered as primarily daytime uses: Banks, business offices, retail stores, personal service shops, household equipment or furniture shops, clothing or shoe repair or service shops, manufacturing, wholesale, and similar uses. (e) Conditions required for joint use: 1. The building or use for which application is being made to utilize the off-street parking facilities provided by another building or use shall be located within 300 feet of such parking facilities with the following exception: For theatres located in the Original Plat of Monticello, theatre parking provided by another use shall be located within 500 feet of said theatre. 2. The applicant shall show that there is no substantial conflict in the principal operating hours of the two buildings or uses for which joint use of off-street parking facilities is proposed. 3. A properly drawn legal instrument executed by the parties concerned for joint use of off-street parking facilities, duly approved as to form and manner of execution by the City Attorney, shall be filed with the City Administrator and recorded with the County Recorder, Wright County. (4) Cross parking facilities for commercial, industrial and civic/institutional uses. Adjoining business properties may allow cross parking and/or access if authorized by a conditional use per the requirements of § 153.028(D) and subject the following conditions: (a) The required island and landscaping requirements in §153.060 are met. (b) The vehicular use area meets the required setback at the perimeter of the parcels in question. (c) The curb cut access locations to the parking lot(s) are approved by the city. (d) A shared parking/access and maintenance agreement is provided by the parking owners and recorded against all subject properties. (e) A properly drawn legal instrument executed by the parties concerned for joint use of off-street parking facilities, duly approved as to form and manner of execution by the City Attorney, shall be filed with the City Administrator and recorded with the County Recorder. (Ord. 799, passed 2-27-2023) City Council Agenda: 3/24/2025 2N. Consideration of accepting proposals and awarding a three-vear mowing and landscape maintenance services contract to Grounds Maintenance Service, Inc. for an estimated annual cost of $13,610 Prepared by: Parks & Recreation Director Reviewed by: Finance Director ACTION REQUESTED Meeting Date 3/24/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to accept proposals and award a three-year mowing and maintenance services contract to Grounds Maintenance Service, Inc. at an annual estimated cost of $13,610. REFERENCE AND BACKGROUND City staff requested proposals for contract mowing & landscape maintenance services in March. The properties for maintenance include: • Riverside Cemetery: 19.72 acres located at 1240 West River St • Hillside Cemetery: 3.5 acres located at 71" St East • Blight Property Mowing/Maintaining Nuisance Vegetation (Per City Ordinance As Needed) • Downtown Landscaping and weed control (Alternate Bid) Three proposals were received with Grounds Maintenance Service of Elk River coming in with the lowest proposal. The estimated annual cost is $13,610 for a total cost of approximately $40,830 over the term of the agreement. The actual annual and total cost is dependent on hours worked and is subject to variance from year to year. For example, add-ons for blight mowing and downtown landscaping maintenance will be provided when requested. The Parks Superintendent checked references and met with the contractor to discuss the magnitude of the work that needs to be completed at all locations. I. Budget Impact: The Grounds Maintenance Service contract of approximately $13,610 annually will be funded from the Parks Operation and Riverside Cemetery funds. With additional services for blight/nuisance vegetation and downtown landscaping billed at an hourly rate or on a per-time/per-lot basis per their proposal. II. Staff Workload Impact: Parks, Arts & Recreation staff will oversee contracted areas to ensure work is completed appropriately at each site. City Council Agenda: 3/24/2025 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend approval of a three-year contract with Grounds Maintenance Service at an estimated annual contract cost of $13,610 subject to variance based on actual hours of work completed.. SUPPORTING DATA A. Proposal Tabulation B. Contract CITY OF MONTICELLO MOWING & LANDSCAPE MAINTENANCE PROPOSAL TABULATION TOTAL PROPOSALS RECEIVED: 3 GROUNDS MAINTENANCE SERVICE CROSS CUT PROPERTY SERVICES LAKEFRONT LAWN CARE BASE PROPOSAL UNIT EST QTY PRICE TOTAL PRICE UNIT EST QTY PRICE TOTAL PRICE UNIT EST QTY PRICE TOTAL PRICE IRIVERSIDE MOWING LUMPSUM 10 $ 825.00 $ 8,250.00 LUMPSUM 10 $ 1,200.00 $ 12,000.00 LUMPSUM 10 $ 1,600.00 $ 16,000.00 IRIVERSIDE SPRING CLEANUP LUMPSUM 1 $ 1,250.00 $ 1,250.00 LUMPSUM 1 $ 1,400.00 $ 1,400.00 LUMPSUM 1 $ 1,500.00 $ 1,500.00 (RIVERSIDE FALL CLEANUP LUMPSUM 1 $ 1,400.00 $ 1,400.00 LUMPSUM 1 $ 3,500.00 $ 3,500.00 LUMPSUM 1 $ 5,000.00 $ 5,000.00 IHILLSIDE MOWING LUMPSUM 10 $ 135.00 $ 1,350.00 LUMPSUM 10 $ 250.00 $ 2,500.00 LUMPSUM 10 $ 175.00 $ 1,750.00 IHILLSIDE SPRING CLEANUP LUMPSUM 1 $ 170.00 $ 170.00 LUMPSUM 1 $ 290.00 $ 290.00 LUMPSUM 1 $ 200.00 $ 200.00 IHILLSDIE FALL CLEANUP LUMPSUM 1 $ 190.00 $ 190.00 LUMPSUM 1 $ 600.00 $ 600.00 LUMPSUM 1 $ 500.00 $ 500.00 IHILLSIDE WEED CONTROLTH 25 LUMPSUM 10 $ 100.00 $ 1,000.00 LUMPSUM 10 $ 170.00 $ 1,700.00 LUMPSUM 10 $ 120.00 $ 1,200.00 IBLIGHT MOWING PER LOT < .5 ACRE LUMPSUM 1 $ 75.00 $ 75.00 LUMPSUM 1 $ - LUMPSUM 1 $ - IBLIGHT MOWING PER LOT > .5 ACR LUMPSUM 1 $ 150.00 $ 150.00 LUMPSUM 1 $ 150.00 $ 150.00 LUMPSUM 1 $ 120.00 $ 120.00 ITRIMMING BUSHES PER HOUR 1 $ 50.00 $ 50.00 PER HOUR 1 $ 80.00 $ 80.00 PER HOUR 1 $ 100.00 $ 100.00 (ALTERNATE PROPOSAL UNIT EST QTY PRICE TOTAL PRICE UNIT EST QTY PRICE TOTAL PRICE UNIT EST QTY PRICE TOTAL PRICE ILANDSCAPE MAINTENANCE BROADWAY PER HOUR 1 $ 50.00 $ 50.00 PER HOUR 1 $ 80.00 $ 80.00 PER HOUR 1 $ ILANDSCAPE MAINTENANCE WALNUT PER HOUR 1 $ 50.00 $ 50.00 PER HOUR 1 $ 80.00 $ 80.00 PER HOUR 1 $ IWEED CONTROL FLOWER BEDS LUMPSUM 1 $ 100.00 $ 100.00 LUMPSUM 1 $ 250.00 $ 250.00 LUMPSUM 1 $ IPER TIME AS REQUESTED PER HOUR 1 $ 50.00 $ 50.00 PER HOUR 1 $ 80.00 $ 80.00 PER HOUR 1 $ OF Monticello CONTRACT FOR MOWING & LANDSCAPE MAINTENANCE THIS AGREEMENT, made and entered into as of this day of , 2025, by and between the City of Monticello. Minnesota. a municipal corporation under the laws of the state of Minnesota. hereinafter called the "Owner." and Grounds Maintenance Service, Inc. at 19459 Tyler Street NW, Elk River, Minnesota 55330, hereinafter called the "Contractor," WITNESSETH: That in consideration of their mutual covenants and agreements as hereinafter set forth, the owner for itself and the contractor for itself. its successors and assigns, covenants, and agrees as follows, to wit: 1. The contractor agrees to furnish all the necessary materials, labor, use of tools, equipment. and every other thing necessary to perform the work designated and referred to in this contract, including all contractor's superintendence and to furnish everything necessary for the completion of the improvement which is the subject of this agreement (except such things as the owner has specifically agreed to provide according to the contract documents), and agrees to perform and complete the work shown in the plans and drawings entitled Specifications for Mowing and Landscape Maintenance. prepared by the City of Monticello, Minnesota, and dated February 28, 2025, and to conform in all respects with the provisions and requirements of the specifications. 2. The contractor agrees that performance shall be in accordance with the terms. requirements. and conditions of this instrument, and laws of the state of Minnesota, and the following documents: Proposal Form by the contractor presented to the Council of the owner on March 24, 2025, and accepted by the owner on March 24, 2025. - PAGE 1gF 2- Each and all of the aforementioned contract documents including the Specifications for Mowing and Landscape Maintenance are hereby incorporated into this agreement by specific reference, and the terms and provisions thereof are and constitute a part of this agreement as though attached hereto or fully set forth herein. 3. The owner agrees to pay the contractor for the performance of this agreement, and the contractor agrees to accept in full compensation therefore the sums set forth within the aforementioned proposal of the contractor for each unit and each type of unit of work to be performed. It is understood and agreed that the said quote is for mowing and landscape maintenance on a unit price basis in accordance with said proposal. It is further understood that this contract is not to be considered all inclusive. The City reserves the right to supplement mowing, trimming, or litter pickup operations with its own forces at anytime. Unless canceled according to the specifications, this contract will remain in effect for a period of one (1) year, until December 31, 2025. The contract may be extended for a period of one (1) additional year upon agreement of this option by both parties no later than thirty (30) days prior to the end of the current contract period, December 31, 2025. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals as of the day and year first above written. Grounds Maintenance Service, Inc. 10459 Tyler Street NW Elk River, MN 55330 By: By: John Ackerman Date: Date: 0 Date: City of Monticello 505 Walnut Street Monticello, MN 55362 Rachel Leonard, City Administrator Lloyd Hilgart, Mayor F.\ADMIN\CEMETERY\RIVERSIDE\AGREEMENTS-CONTRACTS\2021\MOWING AGRREEMENT CROSS CUT - 2021-2023 - 1YR EXT OPTION.DOCX - PAGE 2 OF 2 - City Council Agenda: 3/24/2025 4A. Consideration of accepting quote from Tragnology Turf Tech for the purchase of a Sportstraq Line Marking Steering Kit for $46,795 for the Parks, Arts & Recreation Department Prepared by: Parks & Recreation Director Reviewed by: Finance Director ACTION REQUESTED Meeting Date 3/24/2025 Approved by: City Administrator ❑ Consent Agenda Item ® Regular Agenda Item Motion to accept quote from Traqnology Turf Tech and authorize the purchase of a Sportstraq line marking steering kit for $46,795 for the Parks, Arts & Recreation Department. REFERENCE AND BACKGROUND The requested authorization to purchase a Sportstraq line marking steering kit (robot) will be dedicated solely to the Bertram Chain of Lakes Athletic Complex. Given the demand for field use at Bertram, staff have been exploring ways to enhance efficiency and reduce both time and costs. Currently, it takes a team of three full-time employees approximately 2-3 weeks to set up the fields in the spring. With the introduction of the proposed robot, the Parks Department could complete this task with just one employee in 3 to 4 days, resulting in labor cost savings. In researching this purchase, an alternative robot from Tiny Mobile was found to be slightly less expensive at $39,740. However, staff believe the advantages of the Sportstraq robot surpass those of the Tiny Robot. • Sportstraq can hold 30 gallons of paint; the Tiny Robot has a paint capacity of 2.6 gallons. • Sportstraq runs on fuel; the Tiny Robot operates on a battery that lasts 5-8 hours per charge. • Parts for the Sportstraq can be ordered as needed; the Tiny Robot requires sending it in for repairs. • Sportstraq can fertilize and spray as well as paint; the Tiny Robot is limited to painting. • Sportstraq boasts a lifespan of 12-15 years compared to just 6-8 years for the Tiny Robot. Several nearby cities and athletic complexes are already utilizing the Sportstraq Line Marking Steering Kit for their fields and provided outstanding reviews of its performance. City Council Agenda: 3/24/2025 Budget Impact: The 2025 Central Equipment Fund budget allocates $65,000 for purchasing equipment for Bertram Chain of Lakes Regional Athletic Park. The cost of the Sportstraq Line Marking Steering Kit is $46,795, and the remaining budgeted funds will be used to acquire additional technology features, including a Verizon Air Card, in the coming weeks. Future operating technology expenses, estimated at $500 annually, will be budgeted and paid for by the IT internal service fund. II. Staff Workload Impact: The purchase of the Sportstraq is anticipated to reduce time spent on field set up, saving on labor costs. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend the purchase of the Sportstraq Line Marking Steering Kit for $46,795 from Traqnology Turf Tech for the Parks, Arts & Recreation Department. SUPPORTING DATA • Quote Traqnology North America 510 N Main Ave Ladd, IL 61329 tragnology-na. com Estimate AA#, traqnology Turf Tech GPS tOCIES,S ESTIMATE 1712 Josh Berthiaume Josh Berthiaume DATE 01/23/2025 City of Monticello MN City of Monticello MN EXPIRATION 05/31/2025 505 Walnut Street 505 Walnut Street DATE Monticello, MN 55362 USA Monticello, MN 55362 USA DATE PRODUCT/SERVICE DESCRIPTION OTY RATE AMOUNT 01 /23/2025 Sportstraq Line Marking Sportstraq Line 1 39,995.0 39,995.00 Steering Kit Marking Steering 0 Kit. Complete kit including ECU, MDU kit, Smart7, Joystick kit, iPad mount, wire harness, Sportstraq App & iPad Air. 01 /23/2025 PUMP-UPG -- Electric Electric Paint 1 7,700.00 7,700.00 Paint System Upgrade System -- Includes Graco high pressure pump kit, electronics mounting box with power inverter and battery power cables. 01 /23/2025 SuperATV Power Power steering kit 1 1,000.00 1,000.00 Steering Kit & installation 01 /23/2025 On -site installation, On -site installation, 1 2,100.00 2,100.00 calibration, training calibration, training for GPS system 01 /23/2025 discount 2025 new 1 -4,000.0 -4,000.00 customer discount 0 Annuai Service Fees start year 2 at $1,950 for RTK sen,�jce, Pad cellular. cloud SUBTOTAL 46,795.00 sclvice, & app updates. TOTAL $469795.00 Accepted By Accepted Date Page 1 of 2 City Council Agenda: 3/24/2025 4B. Consideration of approval of a 10-year contract with LRS of Minnesota, LLC for citvwide residential solid waste and recvcling services Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/ City Engineer 3/24/2025 ® Regular Agenda Item Reviewed by: Approved by: Finance Director, Community City Administrator Development Director ACTION REQUESTED Motion to postpone and schedule a public meeting for 4:30 p.m. on March 31, 2025, to consider approval of a contract with LRS of Minnesota, LLC for citywide residential solid waste and recycling services. PREVIOUS COUNCIL ACTION March 23, 2020: Approved a 5-year contract with Advanced Disposal for refuse and recycling services. REFERENCE AND BACKGROUND The City currently contracts for organized citywide refuse and recycling collection services for residential households with three units or less. A citywide contract is an efficient way to collect garbage and recycling while allowing residents to receive competitive rates. This service also reduces the wear and tear on city streets by minimizing the number of heavy vehicles traveling along roadways. Most recently, in 2020 the City agreed to a renewed five-year contract with Advanced Disposal for solid waste and recycling services. During the contract term, Advanced Disposal was acquired by Waste Management. To evaluate cost and service options for the next contract term, a request for proposals for citywide solid waste and recycling services was released and six proposals were received. The proposals were reviewed based on the following criteria: • Price • Management/Experience/Customer Service • Implementation and Roll -Out Plan City staff reviewed the proposals, and City Council discussed the proposals on March 10, 2025, at a Council work session. Direction was provided for staff to contact LRS of Minnesota, Inc. to City Council Agenda: 3/24/2025 negotiate a 10-year contract. A long-term contract will allow for more stability for future price increases. The current contract with Waste Management expires on June 1, and prior to this date, LRS indicated they will provide residents with new garbage cans. Additional information on the transition of solid waste and recycling providers will be provided to residents in the coming weeks. Biannual curbside leaf pickup will continue to be provided and curbside bulky item collection service (for additional fees billed directly to residents by LRS) will be available as well. City staff and the City's attorney are currently reviewing the draft contract, and a final contract will be presented at a future City Council meeting for consideration. I. Budget Impact: Fees charged to residents have fully offset the city's cost to the hauler since 2023. Household garbage and recycling fees are included in utility bills, and fees will be updated as part of the annual fee schedule approval process to accommodate contract rate increases. II. Staff Workload Impact: Staff will be involved throughout the rollout of the new service as well as management of the contract. III. Comprehensive Plan Impact: The adoption of a contract providing cost-effective solutions for residential waste collection is consistent with the statement in the Community Facilities Chapter: "The City will continue to support the safe and efficient removal of trash, and to promote and encourage waste reduction and recycling in the community." STAFF RECOMMENDED ACTION City staff recommends maintaining a single organized hauler for refuse and recycling in the community. LRS has provided a long-term option, competitive rates, and an implementation plan.