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HomeMy WebLinkAbout2025-11-13 City Council Agenda Packet1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations a.BKV Group: Space Needs Assessment 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to November 13, 2025 c.Resolution 2025-104 Appointing Karen Heiden as Acting City Clerk d.Third Quarter Financial Report - Abdo e.Authorization to Recruit and Hire Finance Director f.BKV Group: Space Needs Assessment and Master Planning Study - Final Report g.All Seasons American Service Animals h.Final Planned Unit Development (PUD) Plan Extension (PIDs 32-119-23-34-0013, 32-119-23- 34-0007, 32-119-23-43-0005 and 32-119-23-43-0006) (City file no. 23-030) i.Site Plan Amendment for T. Scherber Demolition and Excavating (City file 21-007) j.Heritage Park Remaster - Change Orders #5 (Site & Building) k.Heritage Park Remaster - Change Order #6 (site) l.Heritage Park Remaster - Change Order #3 (Building) m.Police Records Managment JPA Amendment n.MN Chiefs Foundation Community Partnership Grant for 2026 Corcoran Police Citizen Academy o.Resolution 2025-109 Transfer from Water and Sewer Funds to Fund 312 (2016A Downtown Approval) p.Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions - Acceptance of Public Improvements q.Utility Facility - Access & Camera Proposals (MOVED to 11/25) r.2026 Preliminary Sewer and Water Enterprise Budgets s.Heritage Park Improvements - Pay Request #3 (Building) t.Heritage Park Improvements - Pay Request 4 (Sitework) u.Larkin Road Improvements - Pay Request 1 & FINAL (MOVED to 11/25) 7.Planning a.Sketch Plan Review for 23580 State Highway 55 (PID 31-119-23-34-0007, 31-119-23-34- Corcoran City Council - Regular Session Agenda November 13, 2025 7:00 PM Amended 11.10.2025 1 0001, 31-119-23-34-0008) (City file 25-037) 8.Unfinished Business 9.New Business a.Elm Creek Watershed - Alternate Commissioner Appointment b.City Council Labor Agreement Negotiation Liaison(s) 10.Closed Session - Changemaker Award 11.Staff Reports 12.Council Reports 13.City Council Schedule a.2025 City Council Schedule 14.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 2 STAFF REPORT Agenda Item: 4.a Council Meeting: November 13, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: BKV Group: Space Needs Assessment Action Required: Council Action 3 STAFF REPORT Agenda Item: 6.a Council Meeting: November 13, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: Approval of Minutes Action Required: Approval Summary Approve October 23, 2025 Work Session Minutes and October 23, 2025 City Council Meeting Minutes Financial/Budget N/A Recommendation Approve October 23, 2025 Work Session Minutes and October 23, 2025 City Council Meeting Minutes Council Action Approve October 23, 2025 Work Session Minutes and October 23, 2025 City Council Meeting Minutes Attachments 1. 2025-10-23 DRAFT Council Minutes.docx 2. 2025-10-23 DRAFT Council Work Session Minutes.docx 4 City of Corcoran City Council Minutes October 23, 2025, 7pm 1 The Corcoran City Council met on October 23, 2025, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person. The meeting was also available to view online through electronic means using live streaming service through Granicus. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present: City Administrator Tobin, City Clerk Johnson, Deputy Clerk Heiden, Community Development Director Davis McKeown, City Planner Lindahl, Planner Klingbeil, Public Works Director Mattson, Director of Public Safety Gottschalk, and City Attorney Thames . 1. Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3. Agenda Approval City Administrator stated that item 6o was added and 6p was moved from New Business. MOTION: made by Nichols, seconded by Friedrich to approve the agenda as amended. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 4. Presentation a. Long Term Financial Plan Tammy Omdal, Northland Securities, presented the Long-Term Financial Plan. 5. Open Forum – Public Comment Opportunity Mayor McKee invited residents to come forward to address the Council during Open Forum for any items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity.  Tom Hackler, 9120 Brandywine Rd, Corcoran addressed the council regarding getting a compost site for Corcoran residents. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved October 09, 2025 Work Session and October 09, 2025 City Council Minutes. b. Financial Claims Action – Approved Financial Claims to October 23, 2025. c. Resolution 2025-99 Appointing Nalisha Williams as Acting City Administrator Action – Adopted Resolution 2025-99 Approving the Appointment of Nalisha Williams as Acting City Administrator. d. Long Term Financial Plan Action – Informational Only. e. 2026-2027 Embedded Social Worker JPA Action – Directed the City Administrator and Mayor to enter into a two-year agreement with Hennepin County for a police department embedded social worker. f. Request for a Variance to Amend Resolution 2006-62 for a second sign at St. John’s Lutheran School at 9141 County Road 101 (PID 13-119-23-11-0011) (City file 25-031) Action – Adopted Resolution 2025-100 Approving the amendment to the variance. g. Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 25-039) Item pulled by Vehrenkamp for discussion. Action – Adopted Resolution 2025-101 Approving an Amendment to the Approved Final PUD Development Plan for “Cook Lake Highlands”. 5 City of Corcoran City Council Minutes October 23, 2025, 7pm 2 h. Rush Creek Golf Course Site Plan & Conditional Use Permit Amendment Item pulled by Vehrenkamp for discussion. Action – Adopted Resolution 2025-102 Approving a Site Plan Amendment and Conditional Use Permit for an Expansion of the Principal Structure at 7990 Maple Hill Road. i. Resolution Awarding Dust Control Contract 2026-2027 Action – Adopted Resolution 2025-98 Awarding Dust Control Contract. j. CR 116 and Hunters Ridge Turn Lane Improvements – Change Order 1 Action – Approved Change Order 1 in the amount of $13,788.00. k. Water Treatment Plant – Change Order 13 Action – Approved Change Order 13 for a credit in the amount of $7,940.46. l. Heritage Park Improvements – Pay Request 3 Action – Approved Pay Request 3 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $1,062,322.19. m. Chisholm Trail Improvements – Pay Request 2 Action – Approved Pay Request 2 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $212,727.14. n. CR 116 & Hunters Ridge Turn Lane Improvements – Pay Request 3 Action – Approved Pay Request 3 for the CR 116 & Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $153,311.05. o. Recyling Contract – Republic Services Action – Approved the contract with Republic Services for the contract term January 1, 2026 – December 31, 2030 and direct staff to execute the contract. p. Economic Development Strategic Plan Item pulled by McKee & Vehrenkamp for discussion. Action – Authorized staff to go ahead with the study. MOTION: made by Lanterman, seconded by Nichols to approve consent agenda items 6a- 6f, and 6i-6o. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) Vehrenkamp asked to pull item 6g for discussion. City Planner gave report on item 6g. MOTION: made by Nichols, seconded by Vehrenkamp to approve consent item 6g. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) Vehrenkamp asked to pull item 6h for discussion. Planner Klingbeil gave report on item 6h. MOTION: made by Nichols, seconded by McKee to approve consent item 6h. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) McKee & Vehrenkamp asked to pull item 6p for discussion. MOTION: made by Vehrenkamp, seconded by McKee to authorize staff to go ahead with the study. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 7. Planning a. M&J Creekside Vineyard Planner Klingbeil gave report to Council. 6 City of Corcoran City Council Minutes October 23, 2025, 7pm 3  Kevin Dale, 9820 Creekview Circle, Corcoran addressed the council regarding the applicant.  Diana Birch, 9800 Rush Creek Blvd, Corcoran addressed the council regarding the applicant.  Margaret & John Fernandez, 23020 County Road 30, Corcoran, addressed the council. MOTION: made by McKee, seconded by Nichols to amend Resolution 2025-87 to add 6c-i to a maximum capacity of 88. Voting Aye: McKee, Friedrich, Nichols, and Vehrenkamp Nay: Lanterman (Motion carries: 4:1) MOTION: made by McKee to amend Resolution 2025-87 6a-ix to revise the site plan to provide additional screening to the north, west, south, and east of parking lot. FRIENDLY AMENDMENT: by Nichols to remove screening on the east side of parking lot because of existing vines. MOTION: made by McKee, seconded by Nichols to amend Resolution 2025-87 6a-ix to provide additional screening to the north, west, and south of the parking lot. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) MOTION: made by McKee, seconded by Nichols to amend Resolution 2025-87 6a-v to set the hours of operation to Thursday-Saturday 12-8pm and Sundays 12-6pm and require an amplified sound waiver permit when after hours. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) MOTION: made by Nichols, seconded by McKee to adopt resolution 2025-87 approving the site plan and interim use plan as amended adopt ordinance 2025-554 amending section 1040.030 subd. 5 (D) and approve resolution 2025-88 approving the findings of fact for the zoning of Ordinance amendment. Voting Aye: McKee, Friedrich, Nichols, and Vehrenkamp Nay: Lanterman (Motion carries: 4:1) MOTION: made by Vehrenkamp, seconded by Lanterman to adopt summary ordinance 2025-555. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) Mayor McKee paused the meeting for a short recess at 9:00 pm. Mayor McKee called the meeting back to order at 9:06 pm. b. High Point Gardens Site Plan and IUP (City File 25-033) Public Comments  Marie King, 21165 County Road 10, Corcoran, addressed the Council in opposition to High Point Gardens.  Sue Dublin, 21000 County Road 10, Corcoran, addressed the Council in opposition to High Point Gardens. MOTION: made by Nichols, Seconded by Friedrich to extend the 5 minute public comment to Sue Dublin. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) Community Development Director Davis McKeown gave report to council. Nathan and Joshua Adams, applicants, addressed the council and answered questions. City Attorney Thames addressed the Council and discussed legal concerns. 7 City of Corcoran City Council Minutes October 23, 2025, 7pm 4 MOTION: made by Lanterman, seconded by Vehrenkamp to deny Site Plan and Interim Use Permit Voting Aye: Friedrich and Lanterman Nay: Nichols, Vehrenkamp, and McKee (Motion fails 3:2) MOTION: made by Nichols, seconded by McKee to approve resolution 2025-103 Voting Aye: McKee, Nichols, and Vehrenkamp Nay: Friedrich and Lanterman 8. Unfinished Business 9. New Business 10. Staff Reports City Administrator Tobin thanked mayor and council for allowing him the flexibility to go to International Association of Chiefs of Police conference. 11. Council Reports 12. City Council Schedule a. 2025 City Council Schedule 13. Adjournment MOTION: made by Lanterman, seconded by Nichols to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) `Mayor McKee adjourned the meeting at 10:23 p.m. October 23, 2025 Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 8 City of Corcoran City Council Work Session Minutes October 23, 2025 1 The Corcoran City Council met on October 23, 2025, in Corcoran, Minnesota. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present were City Administrator Tobin, Assistant City Administrator Williams, City Clerk Johnson, Deputy Clerk Heiden, Community Development Director Davis McKeown, Public Works Director Mattson, and Director of Public Safety Gottschalk. OIGINAL 1. Call to Order/Roll Call Mayor McKee called the work session to order at 5:30 pm 2. Scheduled Items a. Community Development Department 2026 Budget Briefing Community Development Director Davis McKeown gave 2026 budget report. b. Public Safety 2026 Budget Public Safety Director Gottschalk gave 2026 budget report. 3. Adjournment Motion: made by Vehrenkamp, seconded by Lanterman to adjourn Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) The Work Session was adjourned at 6:48 pm on Thursday, October 23, 2025. Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 9 STAFF REPORT Agenda Item: 6.b Council Meeting: November 13, 2025 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to November 13, 2025 Action Required: Approval Summary Claims require Council review and approval, those permitted per policy have been completed, while others are pending for Council approval. Financial/Budget Claims are within budget or are identified on a case-by-case basis to confirm funding source and seek Council approval as necessary. Options Approve claims as presented or amend and approve claims. Recommendation Approve claims as presented. Council Action Consider approving claims as presented. Attachments 1. 20251113 council.pdf 10 CLAIMS APPROVED AND PROCESSED PER POLICY 40,221.22$ 40,221.22$ 169,811.80$ 169,811.80$ 124,627.25$ 124,627.25$ Check Range: 38106-38182 Financial Claims: 11/06/2025 Check Register Total Expenditures Approved Check Range: 38052-38105 Financial Claims: 10/30/2025 Check Register Total Expenditures Approved Agenda Item: 6b 3 Check Register Total Expenditures Approved Agenda Item: 6b 2 Agenda Item: 6b 1 Council Meeting: 11/13/2025 Prepared By: Reed Kottke, Accountant Check Range: 38022-38051 Financial Claims: 10/23/2025 11 CLAIMS PENDING COUNCIL APPROVAL 1,062,320.81$ 341,898.46$ 1,404,219.27$ Date Vendor Amount Description 10/17/2025 OPTUM BANK 6,529.11$ PP21 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 10/20/2025 POSTALIA POSTAGE 500.00$ MAIL METER POSTAGE 10/20/2025 OPTUM CLAIM 250.00$ FLEXIBLE SPENDING ACCOUNT FUNDING REQUEST 10/21/2025 MINNESOTA DEPARTMENT OF REVENUE 212.42$ SEPTEMBER PETROLEUM TAX RETURN 10/24/2025 ADP PAYROLL FEES 711.93$ PP21 PROCESSING CHARGES AND HCM SUITE 10/27/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 34,362.49$ PP21 PENSION CONTRIBUTIONS 10/28/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,431.88$ PP21 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 10/28/2025 MINNESOTA STATE RETIREMENT SYSTEM 3,938.53$ PP21 DEFERRED COMPENSATION PRE-TAX AND ROTH CONTRIBUTIONS 10/29/2025 COMCAST 2,084.10$ OCTOBER STATEMENT PUBLIC WORKS/WATER TREATMENT PLANT INTERNET AND CITY HALL FIBER 10/30/2025 CENTERPOINT ENERGY 41.25$ OCTOBER STATEMENT CITY PARK AND CITY HALL NATURAL GAS 10/30/2025 ADP TAX 46,781.22$ PP22 TAX WITHHOLDING 10/30/2025 ADP WAGE PAY 121,588.27$ PP22 NET PAY 10/30/2025 XCEL ENERGY 1,001.26$ OCTOBER STATEMENT PUBLIC WORKS ELECTRIC 10/30/2025 XCEL ENERGY 150.44$ OCTOBER STATEMENT WATER TOWER ELECTRIC 10/30/2025 XCEL ENERGY 17.83$ OCTOBER STATEMENT 9820 CR 101 ELECTRIC 10/30/2025 XCEL ENERGY 24.87$ OCTOBER STATEMENT 9700 CR 19 ELECTRIC 10/30/2025 XCEL ENERGY 374.52$ OCTOBER STATEMENT BELLWETHER STREET LIGHTS ELECTRIC 10/30/2025 XCEL ENERGY 4,281.92$ OCTOBER STATEMENT WATER TREATMENT PLANT ELECTRIC 10/31/2025 MINNESOTA STATE RETIREMENT SYSTEM 3,981.47$ PP22 DEFERRED COMPENSATION PRE-TAX AND ROTH CONTRIBUTIONS 11/3/2025 OPTUM BANK 6,529.11$ PP22 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 11/3/2025 HEALTHPARTNERS 56,115.52$ NOVEMBER HEALTH INSURANCE PREMIUMS 11/3/2025 METLIFE 1,889.86$ NOVEMBER DENTAL INSURANCE PREMIUMS 11/3/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 34,642.01$ PP22 PENSION CONTRIBUTIONS 11/3/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,449.36$ PP22 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 11/4/2025 CIGNA 763.68$ OCTOBER ANCILLARY HEALTH INSURANCE PREMIUMS 11/4/2025 CIGNA 763.68$ NOVEMBER ANCILLARY HEALTH INSURANCE PREMIUMS 11/5/2025 MEDSURETY 30.00$ NOVEMBER COBRA ADMINISTRATION 11/5/2025 THE HARTFORD 2,500.04$ OCTOBER DISABILITY INSURANCE PREMIUMS 11/5/2025 THE HARTFORD 2,500.04$ NOVEMBER DISABILITY INSURANCE PREMIUMS 11/7/2025 ADP PAYROLL FEES 451.65$ PP22 PROCESSING CHARGES Total 341,898.46$ Check Register Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval Automatic Deduction / Electronic Fund Transfer / Other Disbursement Agenda Item: 6b 4 Council Meeting: 11/13/2025 Prepared By: Reed Kottke, Accountant Check Range: 38183-38191 Financial Claims: 11/13/2025 12 BANK CODE: GEN CHECK DATE: 10/23/2025 INVOICE PAY DATE FROM 10/23/2025 TO 10/23/2025 10/23/2025 01:39 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 129.40 0.00 29.40 AARON HEADRICK316938022GEN10/23/2025 82,281.34 0.00 2,281.34 AMAZON CAPITAL SERVICES227038023GEN10/23/2025 1174.24 0.00 174.24 ASCENTEK INC322038024GEN10/23/2025 122.85 0.00 22.85 ASPEN MILLS229738025GEN10/23/2025 34,366.64 0.00 4,366.64 BEAUDRY OIL COMPANY62238026GEN10/23/2025 1479.78 0.00 479.78 BLACKFIRE CREATIVE236138027GEN10/23/2025 2399.21 0.00 399.21 BOUND TREE MEDICAL LLC322238028GEN10/23/2025 114,440.24 0.00 14,440.24 CENTRAL SQUARE TECHNOLOGIES251738029GEN10/23/2025 14##765.10 66.43 831.53 CINTAS - 4705638030GEN10/23/2025 2145.00 0.00 145.00 CULLIGAN DEPARTMENT 8509319338031GEN10/23/2025 4463.25 0.00 463.25 ECM PUBLISHERS INC201138032GEN10/23/2025 190.00 0.00 90.00 GARY LIEDERMISC38033GEN10/23/2025 11,311.00 0.00 1,311.00 HAS LLC DBA DEHMER FIRE PROTECTION319638034GEN10/23/2025 21,748.34 0.00 1,748.34 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185938035GEN10/23/2025 13,680.00 0.00 3,680.00 CITY OF MAPLE GROVE5838036GEN10/23/2025 1547.50 0.00 547.50 CITY OF MAPLE GROVE5838037GEN10/23/2025 186.61 0.00 86.61 CITY OF MAPLE GROVE5838038GEN10/23/2025 8##952.75 19.52 972.27 MENARDS MAPLE GROVE16738039GEN10/23/2025 1600.00 0.00 600.00 BUREAU OF CRIM. APPREHENSION245738040GEN10/23/2025 1305.98 0.00 305.98 NORTH AMERICAN SAFETY INC320138041GEN10/23/2025 1180.00 0.00 180.00 PATNODE ELECTRIC152138042GEN10/23/2025 150.40 0.00 50.40 REED KOTTKEMISC38043GEN10/23/2025 192.40 0.00 92.40 RYAN GANNERMISC38044GEN10/23/2025 16.08 0.00 6.08 SETH GELLMANMISC38045GEN10/23/2025 13,612.80 0.00 3,612.80 SUBURBAN TIRE WHOLESALE INC27638046GEN10/23/2025 1422.50 0.00 422.50 SYMBOLARTS LLC232938047GEN10/23/2025 1856.61 0.00 856.61 TERMINAL SUPPLY CO174238048GEN10/23/2025 141,997.00 0.00 1,997.00 TRANSWEST TRUCKS323338049GEN10/23/2025 154.00 0.00 54.00 WATER LABORATORIES, INC. 305138050GEN10/23/2025 160.20 0.00 60.20 SHAWNA ZUTHER251438051GEN10/23/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 30 Num Invoices: 78 Total Amount: 40,221.22 13 BANK CODE: GEN CHECK DATE: 10/30/2025 INVOICE PAY DATE FROM 10/30/2025 TO 10/30/2025 10/30/2025 08:33 AM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 11,325.50 0.00 1,325.50 ADVANCED GRAPHIX INC297038052GEN10/30/2025 1800.00 0.00 800.00 ADVANCED IRRIGATION, INC.242038053GEN10/30/2025 256.23 0.00 56.23 AMAZON CAPITAL SERVICES227038054GEN10/30/2025 1262.68 0.00 262.68 ASPEN MILLS229738055GEN10/30/2025 34,913.66 0.00 4,913.66 BEAUDRY OIL COMPANY62238056GEN10/30/2025 1129.99 0.00 129.99 BRADY HEINZMISC38057GEN10/30/2025 1868.00 0.00 868.00 BS& A SOFTWARE265938058GEN10/30/2025 1196.90 0.00 196.90 BURDA'S TOWING222238059GEN10/30/2025 157.87 0.00 57.87 RYAN BURNS159638060GEN10/30/2025 1115.80 0.00 115.80 CINTAS - 4705638061GEN10/30/2025 9662.02 0.00 662.02 CINTAS - 4705638062GEN10/30/2025 11,500.00 0.00 1,500.00 CONRAD STENGLEINMISC38063GEN10/30/2025 13,332.90 0.00 3,332.90 DATAWORKS PLUS LLC256638064GEN10/30/2025 11,500.00 0.00 1,500.00 DEBRA JOHNSONMISC38065GEN10/30/2025 12,680.00 0.00 2,680.00 DERSON MFG307538066GEN10/30/2025 11,886.73 0.00 1,886.73 DIAMOND MOWERS17538067GEN10/30/2025 175.41 0.00 75.41 ECM PUBLISHERS INC201138068GEN10/30/2025 11,000.00 0.00 1,000.00 Exceptional Homes & Remodeling, IncREFUNDBD38069GEN10/30/2025 4339.31 0.00 339.31 FACTORY MOTOR PARTS320738070GEN10/30/2025 222,056.84 0.00 22,056.84 FERGUSON WATERWORKS #2518190438071GEN10/30/2025 11,000.00 0.00 1,000.00 GARY L & MARY L SCHARBERREFUNDBD38072GEN10/30/2025 1411.30 0.00 411.30 GEOTHERMAL CONCEPT310438073GEN10/30/2025 1452.25 0.00 452.25 GOPHER STATE ONE CALL225338074GEN10/30/2025 2360.23 0.00 360.23 GRAINGER17038075GEN10/30/2025 21,149.87 0.00 1,149.87 HACH COMPANY321438076GEN10/30/2025 120.00 0.00 20.00 HAWKINS INC323138077GEN10/30/2025 1750.00 0.00 750.00 HEIDIS LIFESTYLE GARDENS325538078GEN10/30/2025 1349.56 0.00 349.56 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185938079GEN10/30/2025 13,524.45 0.00 3,524.45 HKGI312238080GEN10/30/2025 11,523.65 0.00 1,523.65 James ScharberREFUNDBD38081GEN10/30/2025 11,000.00 0.00 1,000.00 James ScharberREFUNDBD38082GEN10/30/2025 3310,962.35 0.00 10,962.35 LANDFORM PROFESSIONAL SERVICES21138083GEN10/30/2025 16,000.00 0.00 6,000.00 LANO EQUIPMENT10938084GEN10/30/2025 158.28 0.00 58.28 M/I HOMESREFUNDUB38085GEN10/30/2025 156.06 0.00 56.06 M/I HOMESREFUNDUB38086GEN10/30/2025 156.06 0.00 56.06 M/I HOMESREFUNDUB38087GEN10/30/2025 160.24 0.00 60.24 M/I HOMESREFUNDUB38088GEN10/30/2025 156.98 0.00 56.98 M/I HOMESREFUNDUB38089GEN10/30/2025 157.86 0.00 57.86 M/I HOMESREFUNDUB38090GEN10/30/2025 145.89 0.00 45.89 MENARDS MAPLE GROVE16738091GEN10/30/2025 16,650.00 0.00 6,650.00 MIDWEST MACHINERY CO.227538092GEN10/30/2025 5552.89 0.00 552.89 NAPA AUTO PARTS - Corcoran12638093GEN10/30/2025 1150.00 0.00 150.00 NORTH AMERICAN SAFETY INC320138094GEN10/30/2025 4##859.13 874.32 1,733.45 NORTHERN SAFETY TECHNOLOGY23538095GEN10/30/2025 14 BANK CODE: GEN CHECK DATE: 10/30/2025 INVOICE PAY DATE FROM 10/30/2025 TO 10/30/2025 10/30/2025 08:33 AM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 4112.18 0.00 112.18 ODP BUSINESS SOLUTIONS, LLC13038096GEN10/30/2025 15,000.00 0.00 5,000.00 PULTE HOMESREFUNDBD38097GEN10/30/2025 15,000.00 0.00 5,000.00 Pulte HomesREFUNDBD38098GEN10/30/2025 1317.36 0.00 317.36 RITEWAY BUSINESS FORMS225238099GEN10/30/2025 15,728.00 0.00 5,728.00 RUSSELL SECURITY RESOURCE INC218038100GEN10/30/2025 11,480.50 0.00 1,480.50 ST THOMAS THE APOSTLE CHURCHMISC38101GEN10/30/2025 22##71,611.89 18.00 71,629.89 STANTEC CONSULTING SERVICES170838102GEN10/30/2025 1174.00 0.00 174.00 STRYKER SALES, LLC310038103GEN10/30/2025 4##54.90 170.10 225.00 TRANSUNION RISK & ALTERNATIVE222038104GEN10/30/2025 1466.08 0.00 466.08 TRUE NORTH STEEL192138105GEN10/30/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 54 Num Invoices: 137 Total Amount: 169,811.80 15 BANK CODE: GEN CHECK DATE: 11/06/2025 INVOICE PAY DATE FROM 11/06/2025 TO 11/06/2025 11/06/2025 08:04 AM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 5906.60 0.00 906.60 AMAZON CAPITAL SERVICES227038106GEN11/06/2025 6##337.66 15.00 352.66 CINTAS - 4705638107GEN11/06/2025 1162.50 0.00 162.50 CITY OF CORCORANREFUNDBD38108GEN11/06/2025 1926.25 0.00 926.25 CITY OF CORCORANREFUNDBD38109GEN11/06/2025 186.25 0.00 86.25 CITY OF CORCORANREFUNDBD38110GEN11/06/2025 1552.50 0.00 552.50 CITY OF CORCORANREFUNDBD38111GEN11/06/2025 1871.25 0.00 871.25 CITY OF CORCORANREFUNDBD38112GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38113GEN11/06/2025 1106.25 0.00 106.25 CITY OF CORCORANREFUNDBD38114GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38115GEN11/06/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD38116GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38117GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38118GEN11/06/2025 185.00 0.00 85.00 CITY OF CORCORANREFUNDBD38119GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38120GEN11/06/2025 163.75 0.00 63.75 CITY OF CORCORANREFUNDBD38121GEN11/06/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD38122GEN11/06/2025 116.25 0.00 16.25 CITY OF CORCORANREFUNDBD38123GEN11/06/2025 1637.50 0.00 637.50 CITY OF CORCORANREFUNDBD38124GEN11/06/2025 1187.50 0.00 187.50 CITY OF CORCORANREFUNDBD38125GEN11/06/2025 191.25 0.00 91.25 CITY OF CORCORANREFUNDBD38126GEN11/06/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD38127GEN11/06/2025 1127.50 0.00 127.50 CITY OF CORCORANREFUNDBD38128GEN11/06/2025 185.00 0.00 85.00 CITY OF CORCORANREFUNDBD38129GEN11/06/2025 1318.75 0.00 318.75 CITY OF CORCORANREFUNDBD38130GEN11/06/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD38131GEN11/06/2025 1573.75 0.00 573.75 CITY OF CORCORANREFUNDBD38132GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38133GEN11/06/2025 1743.75 0.00 743.75 CITY OF CORCORANREFUNDBD38134GEN11/06/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD38135GEN11/06/2025 12.50 0.00 2.50 CITY OF CORCORANREFUNDBD38136GEN11/06/2025 12.50 0.00 2.50 CITY OF CORCORANREFUNDBD38137GEN11/06/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD38138GEN11/06/2025 14,675.50 0.00 4,675.50 COMPUTER INTEGRATION TECH242738139GEN11/06/2025 15,427.90 0.00 5,427.90 DAYTON POLICE DEPARTMENT156938140GEN11/06/2025 12,348.55 0.00 2,348.55 DEEPHAVEN POLICE DEPARTMENT252738141GEN11/06/2025 5535.33 0.00 535.33 ECM PUBLISHERS INC201138142GEN11/06/2025 1108.20 0.00 108.20 EMPLOYEE RELATIONS, INC.214138143GEN11/06/2025 14,756.18 0.00 4,756.18 FERGUSON WATERWORKS #2518190438144GEN11/06/2025 1554.85 0.00 554.85 GOPHER STATE ONE CALL225338145GEN11/06/2025 1169.31 0.00 169.31 GREAT AMERICA FINANCIAL SERVICES322438146GEN11/06/2025 27,946.00 0.00 7,946.00 HAUGO GEOTECHNICAL SERVICES LL196938147GEN11/06/2025 1233.68 0.00 233.68 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185938148GEN11/06/2025 195.20 0.00 95.20 HIGHWAY 55 RENTAL31138149GEN11/06/2025 16 BANK CODE: GEN CHECK DATE: 11/06/2025 INVOICE PAY DATE FROM 11/06/2025 TO 11/06/2025 11/06/2025 08:04 AM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 110.00 0.00 10.00 HOLIDAY COMPANIES194038150GEN11/06/2025 1596.65 0.00 596.65 LANDFORM PROFESSIONAL SERVICES21138151GEN11/06/2025 1584.00 0.00 584.00 LAW ENFORCEMENT LABOR SERVICES INC325738152GEN11/06/2025 21,264.00 0.00 1,264.00 LEGACY UPFITTERS INC325638153GEN11/06/2025 1117.50 0.00 117.50 MADDEN, GALANTER, HANSEN LLP218938154GEN11/06/2025 17,024.70 0.00 7,024.70 MEDINA POLICE DEPARTMENT110738155GEN11/06/2025 12,314.38 0.00 2,314.38 METRO SALES INC224538156GEN11/06/2025 18,600.00 0.00 8,600.00 MID MINNESOTA STORAGE291338157GEN11/06/2025 1500.58 0.00 500.58 MIDWEST MACHINERY CO.227538158GEN11/06/2025 1204.12 0.00 204.12 MINNESOTA DRIVELINE INC197338159GEN11/06/2025 17,657.00 0.00 7,657.00 MINNESOTA UI FUND252238160GEN11/06/2025 15,966.49 0.00 5,966.49 CITY OF MINNETRISTA34438161GEN11/06/2025 1116.20 0.00 116.20 NALISHA WILLIAMS317138162GEN11/06/2025 11,500.00 0.00 1,500.00 NATALIE DAVIS MCKEOWN295838163GEN11/06/2025 13,643.01 0.00 3,643.01 NEW HORIZON ACADEMYMISC38164GEN11/06/2025 11,160.00 0.00 1,160.00 NORTHLAND SECURITIES, INC.183738165GEN11/06/2025 113,246.52 0.00 13,246.52 ORONO POLICE DEPARTMENT252838166GEN11/06/2025 11,203.15 0.00 1,203.15 REPUBLIC SERVICES13838167GEN11/06/2025 11,001.08 0.00 1,001.08 REPUBLIC SERVICES 13838168GEN11/06/2025 1295.55 0.00 295.55 REPUBLIC SERVICES 13838169GEN11/06/2025 1114.31 0.00 114.31 REPUBLIC SERVICES 13838170GEN11/06/2025 1243.62 0.00 243.62 REPUBLIC SERVICES 13838171GEN11/06/2025 110,460.67 0.00 10,460.67 ROGERS POLICE DEPARTMENT45338172GEN11/06/2025 11,500.00 0.00 1,500.00 SAMUEL MAHRMISC38173GEN11/06/2025 13,000.00 0.00 3,000.00 SANTANNI CUSTOM HOMESREFUNDBD38174GEN11/06/2025 111,391.13 0.00 11,391.13 SOUTH LAKE MINNETONKA PD174938175GEN11/06/2025 1389.65 0.00 389.65 T-MOBILE143338176GEN11/06/2025 1390.70 0.00 390.70 T-MOBILE143338177GEN11/06/2025 11,095.00 0.00 1,095.00 ULTIMATE CLEANERS LLC266338178GEN11/06/2025 1227.46 0.00 227.46 US BANKCORP EQUIPMENT FINANCE186038179GEN11/06/2025 11,276.33 0.00 1,276.33 VERIZON WIRELESS15438180GEN11/06/2025 13,318.02 0.00 3,318.02 WEST HENNEPIN PUBLIC SAFETY102538181GEN11/06/2025 176.72 0.00 76.72 WRIGHT-HENNEPIN184438182GEN11/06/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 77 Num Invoices: 92 Total Amount: 124,627.25 17 BANK CODE: GEN CHECK DATE: 11/13/2025 INVOICE PAY DATE FROM 11/13/2025 TO 11/13/2025 11/06/2025 08:46 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1221,813.05 0.00 221,813.05 FEHN COMPANIES186838183GEN11/13/2025 1228,781.80 0.00 228,781.80 CITY OF MAPLE GROVE5838184GEN11/13/2025 130,613.59 0.00 30,613.59 METROPOLITAN COUNCIL ENVIRO226738185GEN11/13/2025 1191,891.70 0.00 191,891.70 METROPOLITAN COUNCIL137538186GEN11/13/2025 141,774.85 0.00 41,774.85 MIDWEST MACHINERY CO.227538187GEN11/13/2025 187,524.22 0.00 87,524.22 OMANN CONTRACTING COMPANIES178438188GEN11/13/2025 129,822.50 0.00 29,822.50 STANTEC CONSULTING SERVICES170838189GEN11/13/2025 149,500.00 0.00 49,500.00 SWEDEBRO INC325438190GEN11/13/2025 1180,599.10 0.00 180,599.10 VALINT CONSTRUCTION SERVICES LLC324938191GEN11/13/2025 Num Stubs: 0Num Checks: 9 Num Invoices: 9 Total Amount: 1,062,320.81 18 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38022 3802229.40 10/23/2520251002MILEAGE REIMBURSEMENT 0.7AARON HEADRICK09/30/25100-41400-50331 29.40 Total For Check 38022 Check 38023 3802315.09 10/23/251NKY-NL3G-4RRNSQUAD CIP '25 SUPPLIESAMAZON CAPITAL SERVICES10/18/25100-41920-50210 3802357.33 10/23/251V6T-6CM9-7C1NPD SUPPLIESAMAZON CAPITAL SERVICES10/09/25100-42100-50200 3802321.24 10/23/2513VL-JW9D-43GCPD SUPPLIESAMAZON CAPITAL SERVICES10/19/25100-42100-50210 38023135.23 10/23/251CRK-YQYR-37WDSUPPLIES - R BURNSAMAZON CAPITAL SERVICES09/29/25100-42100-50210 38023241.45 10/23/251NKY-NL3G-4RRNSQUAD CIP '25 SUPPLIESAMAZON CAPITAL SERVICES10/18/25100-42100-50210 3802356.85 10/23/251T7M-G6FH-3LGYPD SUPPLIESAMAZON CAPITAL SERVICES10/14/25100-42100-50210 380238.78 10/23/251NKY-NL3G-4RRNSQUAD CIP '25 SUPPLIESAMAZON CAPITAL SERVICES10/18/25100-42100-50223 38023409.51 10/23/251Y7L-LJDK-43N1PWOP SUPPLIESAMAZON CAPITAL SERVICES10/14/25100-43100-50220 3802317.68 10/23/251MT9-LVH6-VMFQTUNING FORK STORAGE-SQUAD CIP '25AMAZON CAPITAL SERVICES10/18/25435-42100-50550 380231,123.21 10/23/251NKY-NL3G-4RRNSQUAD CIP '25 SUPPLIESAMAZON CAPITAL SERVICES10/18/25435-42100-50550 38023194.97 10/23/251J9P-GX91-DP16UT SUPPLIESAMAZON CAPITAL SERVICES09/24/25601-49400-50210 2,281.34 Total For Check 38023 Check 38024 38024174.24 10/23/253941593MOBIL 1 FS OW-40ASCENTEK INC10/07/25100-43100-50212 174.24 Total For Check 38024 Check 38025 3802522.85 10/23/25361853SO 25-09266 UNIFORMS & EMBROIDERY SVCSASPEN MILLS09/25/25100-42100-50417 22.85 Total For Check 38025 Check 38026 3802648.66 10/23/253066924UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/02/25100-41900-50212 3802628.43 10/23/253071511UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/08/25100-41900-50212 380261,492.38 10/23/253066924UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/02/25100-42100-50212 38026872.00 10/23/253071511UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/08/25100-42100-50212 3802681.11 10/23/253066924UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/02/25100-43100-50212 380261,796.67 10/23/253071510ULS #2 DYED KODIAK B5BEAUDRY OIL COMPANY10/08/25100-43100-50212 3802647.39 10/23/253071511UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/08/25100-43100-50212 4,366.64 Total For Check 38026 Check 38027 38027479.78 10/23/258638SPEED CHECK SIGN GRAPHICSBLACKFIRE CREATIVE10/01/25435-42100-50550 479.78 Total For Check 38027 Check 38028 38028386.40 10/23/2585949400SO106524004 MEDICAL SUPPLIESBOUND TREE MEDICAL LLC10/07/25100-42100-50210 3802812.81 10/23/2585951201SO106524004 MEDICAL SUPPLIESBOUND TREE MEDICAL LLC10/08/25100-42100-50210 399.21 Total For Check 38028 Check 38029 3802914,440.24 10/23/254486252026 LETG SOFTWARE MAINTENANCE ANNUAL CENTRAL SQUARE TECHNOLOGIES10/13/25100-00000-15500 14,440.24 Total For Check 38029 Check 38030 3803015.00 10/23/254245196150SUPPLIESCINTAS - 47010/01/25100-43100-50400 3803026.30 10/23/254245196241SHOP SUPPLIESCINTAS - 47010/01/25100-43100-50400 3803015.00 10/23/254245196258SUPPLIESCINTAS - 47010/01/25100-43100-50400 3803024.48 10/23/254245913188TOWELSCINTAS - 47010/08/25100-43100-50400 3803032.02 10/23/254245913207SHOP SUPPLIESCINTAS - 47010/08/25100-43100-50400 3803015.00 10/23/254246628591SUPPLIESCINTAS - 47010/15/25100-43100-50400 19 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38030 3803032.02 10/23/254246628692SHOP SUPPLIESCINTAS - 47010/15/25100-43100-50400 3803094.23 10/23/255295184310CABINET SUPPLIESCINTAS - 47010/02/25100-43100-50400 38030244.58 10/23/254245913250UNIFORMSCINTAS - 47010/08/25100-43100-50417 38030244.58 10/23/254246628745UNIFORMSCINTAS - 47010/15/25100-43100-50417 3803014.72 10/23/254245196332UNIFORMS/SUPPLIES-UTCINTAS - 47010/01/25601-49400-50210 3803014.72 10/23/254245913243UNIFORMS/SUPPLIES-UTCINTAS - 47010/08/25601-49400-50210 38030(33.22)10/23/259340638191CREDIT UNIFORMS, STENGLEIN, UTCINTAS - 47009/30/25601-49400-50210 3803014.72 10/23/254246628620UNIFORMS/SUPPLIES-UTCINTAS - 47010/15/25601-49400-50210 3803014.72 10/23/254245196332UNIFORMS/SUPPLIES-UTCINTAS - 47010/01/25602-49450-50210 3803014.72 10/23/254245913243UNIFORMS/SUPPLIES-UTCINTAS - 47010/08/25602-49450-50210 38030(33.21)10/23/259340638191CREDIT UNIFORMS, STENGLEIN, UTCINTAS - 47009/30/25602-49450-50210 3803014.72 10/23/254246628620UNIFORMS/SUPPLIES-UTCINTAS - 47010/15/25602-49450-50210 765.10 Total For Check 38030 Check 38031 3803159.00 10/23/25100X08646601ACCT 100-00772483-2 EQUP RENTAL OCTOBER 2025-CITY HALLCULLIGAN DEPARTMENT 850909/30/25100-41900-50210 3803186.00 10/23/25100X08671708ACCT 100-99705485-1 EQUP RENTAL OCTOBER 2025CULLIGAN DEPARTMENT 850909/30/25100-42100-50210 145.00 Total For Check 38031 Check 38032 38032110.81 10/23/251067074AD# 1491781 10/9 PH ESCROW BALSECM PUBLISHERS INC09/25/25100-41900-50350 38032110.81 10/23/251067075AD# 1491783 10/9 PH RPBLC SVCSECM PUBLISHERS INC09/25/25100-41900-50350 38032102.90 10/23/251067076AD# 1491784 10/9 PH UTILITY ACCTECM PUBLISHERS INC09/25/25100-41900-50350 38032138.73 10/23/251067077AD# 1492829 9/25 MAG/CAL CHLOR APPECM PUBLISHERS INC09/25/25100-41900-50350 463.25 Total For Check 38032 Check 38033 3803390.00 10/23/2520251007DEPARTMENT OF TRANSPORTATION PHYSICAL REIMBURSEMENTGARY LIEDER10/07/25100-43100-50207 90.00 Total For Check 38033 Check 38034 38034655.50 10/23/254309FIRE EXTINGUISHER RECHARGE X 3HAS LLC DBA DEHMER FIRE PROTECTION09/30/25100-42100-50210 38034655.50 10/23/254309FIRE EXTINGUISHER RECHARGE X 3HAS LLC DBA DEHMER FIRE PROTECTION09/30/25435-42100-50550 1,311.00 Total For Check 38034 Check 38035 380357.50 10/23/251000253633REC0001570 - VIEW DOCS & PLATHENNEPIN COUNTY ACCOUNTS RECEIVABLE10/01/25100-41910-50300 380351,740.84 10/23/251000254247ITC001115-RADIO & MDC FEES SEPT 2025HENNEPIN COUNTY ACCOUNTS RECEIVABLE10/02/25100-42100-50323 1,748.34 Total For Check 38035 Check 38036 380363,680.00 10/23/252025-09NORTH METRO RANGE RENTAL 9/26, 10/1CITY OF MAPLE GROVE09/26/25100-42100-50207 3,680.00 Total For Check 38036 Check 38037 38037547.50 10/23/25202509093RD QUARTER 2025 8025 RIDGE CTCITY OF MAPLE GROVE09/09/25601-00000-20800 547.50 Total For Check 38037 Check 38038 3803886.61 10/23/2520250909-23RD QUARTER 2025 19233 81ST PL NCITY OF MAPLE GROVE09/09/25601-00000-20800 86.61 Total For Check 38038 Check 38039 380398.48 10/23/2555793SUPPLIES- MARKING PAINT, J REISNER MENARDS MAPLE GROVE10/06/25100-42100-50210 38039(19.52)10/23/2555901RETURN TV LIGHTS FROM INV 54741MENARDS MAPLE GROVE10/09/25100-42100-50210 20 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38039 38039176.77 10/23/2556246SHOP SUPPLIESMENARDS MAPLE GROVE10/17/25100-43100-50210 38039292.32 10/23/2555120PWOP SUPPLIESMENARDS MAPLE GROVE09/19/25100-43100-50210 3803910.73 10/23/2556052SHOP SUPPLIESMENARDS MAPLE GROVE10/13/25100-43100-50220 38039276.57 10/23/2555903SHOP SUPPLIESMENARDS MAPLE GROVE10/09/25100-43100-50220 3803987.94 10/23/2555670SUPPLIES J REISNER MENARDS MAPLE GROVE10/03/25435-42100-50550 3803974.16 10/23/2555120PWOP SUPPLIESMENARDS MAPLE GROVE09/19/25435-43100-50520 3803922.65 10/23/2556193UT SUPPLIESMENARDS MAPLE GROVE10/16/25601-49400-50210 3803922.65 10/23/2556193UT SUPPLIESMENARDS MAPLE GROVE10/16/25602-49450-50210 952.75 Total For Check 38039 Check 38040 38040300.00 10/23/250892070CJDN ACCESS 7/1/25 - 6/30/26BUREAU OF CRIM. APPREHENSION10/07/25100-00000-15500 38040300.00 10/23/250892070CJDN ACCESS 7/1/25 - 6/30/26BUREAU OF CRIM. APPREHENSION10/07/25100-42100-50308 600.00 Total For Check 38040 Check 38041 38041305.98 10/23/25INV98490SHERWOOD JACKET X 2NORTH AMERICAN SAFETY INC05/19/25100-45200-50210 305.98 Total For Check 38041 Check 38042 38042180.00 10/23/253357SVCS ON 9/17/25 - DOOR LOCKSPATNODE ELECTRIC09/30/25100-41900-50401 180.00 Total For Check 38042 Check 38043 3804350.40 10/23/2520251022MNGFOA MILEAGE REIMBURSEMENT 0.7REED KOTTKE10/21/25100-41500-50331 50.40 Total For Check 38043 Check 38044 3804492.40 10/23/2520251020MILEAGE REIMBURSEMENT 0.7RYAN GANNER10/20/25100-41400-50331 92.40 Total For Check 38044 Check 38045 380456.08 10/23/2520251009POSTAGE REIMBURSEMENTSETH GELLMAN10/09/25100-41910-50210 6.08 Total For Check 38045 Check 38046 380463,612.80 10/23/2510208896PD REPLACEMENT TIRESSUBURBAN TIRE WHOLESALE INC09/25/25100-42100-50220 3,612.80 Total For Check 38046 Check 38047 38047422.50 10/23/250543875BADGES-VARIOUSSYMBOLARTS LLC09/23/25100-42100-50417 422.50 Total For Check 38047 Check 38048 38048856.61 10/23/2559034-00PARTS, ORDER 169615TERMINAL SUPPLY CO09/25/25100-43100-50210 856.61 Total For Check 38048 Check 38049 38049326.50 10/23/25900S11823 CC2012, 2013 MACK GU713TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11824T-05, 2023 MACK GRANITETRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11825T-03, 2021 MACK GU713TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11826CC62018, 2019 MACK GR42F9TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11827CC52020, 2021 FELLING FT50TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11828T-04 2021 MACK GU713TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11829036347, 2011 FELLING FT15ETRANSWEST TRUCKS10/10/25100-43100-50220 21 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38049 38049128.50 10/23/25900S11830286012, 2007 JCRAFT TRAILERTRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11832161375 2025 TOWMASTER T-14DTTRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11833053888 1984 MACK DM600TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11834CC52016 2017 MACK GU713TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11836001363 2016 FELLING FT15ETRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11839P-03 2020 FORD F-550TRANSWEST TRUCKS10/10/25100-43100-50220 38049128.50 10/23/25900S11840CC62009 2010 MACK GU713TRANSWEST TRUCKS10/10/25100-43100-50220 1,997.00 Total For Check 38049 Check 38050 3805054.00 10/23/25101940COLIFORM ONLYWATER LABORATORIES, INC. 10/02/25601-49400-50300 54.00 Total For Check 38050 Check 38051 3805160.20 10/23/2520251002MILEAGE REIMBURSEMENT 0.7SHAWNA ZUTHER10/02/25100-42400-50331 60.20 Total For Check 38051 Check 38052 380521,325.50 10/30/25217861VEHICLE DECALSADVANCED GRAPHIX INC09/30/25435-42100-50580 1,325.50 Total For Check 38052 Check 38053 38053800.00 10/30/2586208100625FALL WINTERIZATIONADVANCED IRRIGATION, INC.10/07/25100-43100-50211 800.00 Total For Check 38053 Check 38054 3805437.38 10/30/251NC3-Q7N6-XHRYLITHIUM BUTTON TOP BATTERY-R BURNSAMAZON CAPITAL SERVICES10/22/25100-42100-50210 3805418.85 10/30/251HLR-4QD4-DPMQIDIK WHITE ON BLACK TAPE LABEL-R BURNSAMAZON CAPITAL SERVICES10/20/25100-42100-50220 56.23 Total For Check 38054 Check 38055 38055262.68 10/30/25362876SO 25-04808 UNIFORMS & EMBROIDERY SVCSASPEN MILLS10/13/25100-42100-50417 262.68 Total For Check 38055 Check 38056 3805649.64 10/30/253084018UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/20/25100-41900-50212 380561,522.29 10/30/253084018UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/20/25100-42100-50212 380561,847.30 10/30/253084017ULS #2 DYED KODIAK B5BEAUDRY OIL COMPANY10/20/25100-43100-50212 3805682.73 10/30/253084018UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY10/20/25100-43100-50212 38056705.85 10/30/253083440GPI V20 115PO - QM40 + PARTSBEAUDRY OIL COMPANY10/17/25601-49400-50210 38056705.85 10/30/253083440GPI V20 115PO - QM40 + PARTSBEAUDRY OIL COMPANY10/17/25602-49450-50210 4,913.66 Total For Check 38056 Check 38057 38057129.99 10/30/25202510212025 BOOT ALLOWANCEBRADY HEINZ10/21/25100-43100-50417 129.99 Total For Check 38057 Check 38058 38058868.00 10/30/25163596PERMIT APPLICATION SERVICE FEE (07/08/25 - 10/07/25)BS& A SOFTWARE10/16/25100-41920-50221 868.00 Total For Check 38058 Check 38059 38059196.90 10/30/2525845410/16/25 FORD EXPLORER #579BURDA'S TOWING10/20/25100-42100-50403 196.90 Total For Check 38059 22 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38060 3806057.87 10/30/2520251030IACP REIMBURSEMENTRYAN BURNS10/28/25100-42100-50207 57.87 Total For Check 38060 Check 38061 38061115.80 10/30/255298765501PW FIRST AID SUPPLIESCINTAS - 47010/22/25100-43100-50400 115.80 Total For Check 38061 Check 38062 3806221.73 10/30/254245196190BLACK MATS-CITY HALLCINTAS - 47010/01/25100-41900-50400 3806221.73 10/30/254245913126BLACK MATS-CITY HALLCINTAS - 47010/08/25100-41900-50400 3806221.73 10/30/254246628648BLACK MATS-CITY HALLCINTAS - 47010/15/25100-41900-50400 3806221.73 10/30/254247382586BLACK MATS-CITY HALLCINTAS - 47010/22/25100-41900-50400 3806224.48 10/30/254247382682TOWELSCINTAS - 47010/22/25100-43100-50400 3806232.02 10/30/254247382683SUPPLIES-PWOPCINTAS - 47010/22/25100-43100-50400 38062244.58 10/30/254245196393UNIFORMSCINTAS - 47010/01/25100-43100-50417 38062244.58 10/30/254247382701UNIFORMSCINTAS - 47010/22/25100-43100-50417 3806214.72 10/30/254247382714UNIFORMS/SUPPLIES-UTCINTAS - 47010/22/25601-49400-50210 3806214.72 10/30/254247382714UNIFORMS/SUPPLIES-UTCINTAS - 47010/22/25602-49450-50210 662.02 Total For Check 38062 Check 38063 38063750.00 10/30/25202510232025 RECRUITMENT AND RETENTION REIMBURSEMENTCONRAD STENGLEIN10/23/25601-49400-50307 38063750.00 10/30/25202510232025 RECRUITMENT AND RETENTION REIMBURSEMENTCONRAD STENGLEIN10/23/25602-49450-50307 1,500.00 Total For Check 38063 Check 38064 380643,332.90 10/30/2525-2070ANNUAL MAINTENANCE YR 2DATAWORKS PLUS LLC10/21/25100-42100-50300 3,332.90 Total For Check 38064 Check 38065 380651,500.00 10/30/25202510232025 RECRUITMENT AND RETENTION REIMBURSEMENTDEBRA JOHNSON10/23/25100-41400-50307 1,500.00 Total For Check 38065 Check 38066 380661,340.00 10/30/2542924280 GAL DOUBLE WALL W/VENTS & GAUGESDERSON MFG10/08/25601-49400-50210 380661,340.00 10/30/2542924280 GAL DOUBLE WALL W/VENTS & GAUGESDERSON MFG10/08/25602-49450-50210 2,680.00 Total For Check 38066 Check 38067 380671,886.73 10/30/25295571TOOTH EDGE PROX2 72", SUPPLIESDIAMOND MOWERS10/16/25100-43100-50225 1,886.73 Total For Check 38067 Check 38068 3806875.41 10/30/251068960AD# 1495322 10/9 WTRSHD CMMSN VACANCYECM PUBLISHERS INC10/09/25100-41900-50350 75.41 Total For Check 38068 Check 38069 380691,000.00 10/30/25BCO24-0018ESCROW REFUND 6800 ROLLING HILLS ROADExceptional Homes & Remodeling, Inc10/27/25100-00000-22206 1,000.00 Total For Check 38069 Check 38070 3807098.02 10/30/251-11022271PARTSFACTORY MOTOR PARTS08/19/25100-41900-50403 3807069.66 10/30/25128-225865OIL FILTERSFACTORY MOTOR PARTS10/13/25100-42100-50200 3807016.83 10/30/25128-225865OIL FILTERSFACTORY MOTOR PARTS10/13/25601-49400-50210 3807023.00 10/30/256-1704780PARTS ORDER 128-37504FACTORY MOTOR PARTS09/22/25601-49400-50220 23 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38070 3807045.99 10/30/25128-224540PARTS ORDERFACTORY MOTOR PARTS09/22/25601-49400-50220 3807016.83 10/30/25128-225865OIL FILTERSFACTORY MOTOR PARTS10/13/25602-49450-50210 3807022.99 10/30/256-1704780PARTS ORDER 128-37504FACTORY MOTOR PARTS09/22/25602-49450-50220 3807045.99 10/30/25128-224540PARTS ORDERFACTORY MOTOR PARTS09/22/25602-49450-50220 339.31 Total For Check 38070 Check 38071 3807115,482.50 10/30/250551040METER HRNS W/SWVLSFERGUSON WATERWORKS #251810/20/25601-49400-50227 380716,574.34 10/30/250554318NEPTUNE 360 PRFSNL SVC & ANNUAL FEEFERGUSON WATERWORKS #251810/22/25601-49400-50308 22,056.84 Total For Check 38071 Check 38072 380721,000.00 10/30/25BCO25-0178ESCROW REFUND 7970 STREHLER ROADGARY L & MARY L SCHARBER10/27/25100-00000-22206 1,000.00 Total For Check 38072 Check 38073 38073411.30 10/30/25125HVAC SVCSGEOTHERMAL CONCEPT10/17/25100-41900-50401 411.30 Total For Check 38073 Check 38074 38074226.12 10/30/255090316335 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL09/30/25601-49400-50380 38074226.13 10/30/255090316335 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL09/30/25602-49450-50380 452.25 Total For Check 38074 Check 38075 38075335.77 10/30/259672532695AIR REGULATOR-PARKGRAINGER10/13/25100-45200-50210 3807524.46 10/30/259676589816UNIVERSAL COUPLINGSGRAINGER10/16/25100-45200-50210 360.23 Total For Check 38075 Check 38076 38076973.17 10/30/2514695835REF# 321530459-1, MISC CHEMICALSHACH COMPANY10/01/25601-49400-50210 38076176.70 10/30/2514721724REF# 321530459-2 CHEMKEY PK, 25PCSHACH COMPANY10/20/25601-49400-50210 1,149.87 Total For Check 38076 Check 38077 3807720.00 10/30/257227433SO 214986 CHLORINE CYCLINDERSHAWKINS INC10/15/25601-49400-50210 20.00 Total For Check 38077 Check 38078 38078750.00 10/30/2513615STREETSCAPE BEAUTIFICATIONHEIDIS LIFESTYLE GARDENS09/30/25100-43100-50211 750.00 Total For Check 38078 Check 38079 38079349.56 10/30/251000254192ITC0001201 09/2025 FLEET RADIO-PUB WKSHENNEPIN COUNTY ACCOUNTS RECEIVABLE10/02/25100-43100-50323 349.56 Total For Check 38079 Check 38080 380803,524.45 10/30/25023-058-22PARK PLANNING & DESIGN SEPT 2025HKGI10/13/25415-45200-50300 3,524.45 Total For Check 38080 Check 38081 380811,523.65 10/30/25BP24-00076650 PIONEER TRAIL 24-005James Scharber10/27/25100-00000-22205 1,523.65 Total For Check 38081 Check 38082 24 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38082 380821,000.00 10/30/25BP24-00306650 PIONEER TRAIL 24-005James Scharber10/27/25100-00000-22205 1,000.00 Total For Check 38082 Check 38083 38083723.75 10/30/2537274CK REQ ST. THERESE 22-023 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 3808342.50 10/30/2537277CK REQ PIONEER TRAIL 23-030 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083712.75 10/30/2537279CK REQ RED BARN 24-007 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083212.50 10/30/2537280CK REQ RUSH CREEK RESERVE 4TH 24-011 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083170.00 10/30/2537281CK REQ ST THOMAS 24-045 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 3808342.50 10/30/2537282CK REQ NEW MAHAVAN 25-009 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 3808342.50 10/30/2537283CK REQ BROCKTON BP 25-019 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083765.00 10/30/2537284CK REQ SUITE LIVING PUDA 25-020 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083170.00 10/30/2537286CK REQ M&J CREEKSIDE 25-026 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083382.50 10/30/2537287CK REQ AMBERLY VACATION 25-029 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083212.50 10/30/2537288CK REQ PHILS QLTY AUTO 25-030 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083951.50 10/30/2537289CK REQ ST. JOHN'S 25-031 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 38083256.25 10/30/2537290CK REQ LANO SKETCH PLAN 25-037 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 3808385.00 10/30/2537275BECHTOLD FARMS FINAL PLAT CITY FILE 22-024 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-013 3808385.00 10/30/2537269COOK LAKE HIGHLANDS FP & FPUD 21-057 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-017 3808342.50 10/30/2537266D&D SERVICE CUP SP & VAR (21-012) 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-024 3808342.50 10/30/2537276KARINIEMI MEADOWS FP 22-059 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-044 38083408.75 10/30/2537264TAVERA FP & FPUD 20-042 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-056 38083478.50 10/30/2537267TAVERA 2ND ADD FP & FPUD 21-036 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-056 3808342.50 10/30/2537268TAVERA 3RD ADDN FP & FPUD 21-044 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-056 3808385.00 10/30/2537278TAVERA 6TH FPUD & FP CITY FILE 23-033 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-056 38083303.00 10/30/2537260RAVINIA 12TH FINAL PLAT/PUD 19-002 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-058 38083481.75 10/30/2537261RAVINIA 13TH FP/PUD 19-012 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-058 38083357.50 10/30/2537262RAVINIA 14TH FP & FPUD CITY FILE 19-022 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-058 38083206.00 10/30/2537263RAVINIA 15TH FP, PUD AMENDMENT 20-033 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-058 38083136.25 10/30/2537257RAVINIA 7TH ADDN FINAL PUD/FINAL PLAT 17-013 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-062 3808385.00 10/30/2537258RAVINIA 9TH FP AND FINAL PUD 17-042 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-064 38083391.25 10/30/2537270BELLWETHER 7TH FP & FPDU (21-060) 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-087 3808342.50 10/30/2537271AMBERLY 2ND ADDITION FP & FPUD 22-008 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-087 3808385.00 10/30/2537273BELLWETHER 9TH FP & FPUD CITY FILE 22-017 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-087 38083340.00 10/30/2537265SCHERBER CUP & SP CITY FILE 21-007 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-110 3808342.50 10/30/2537272GARAGES TOO FP 22-015 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205-111 380832,537.60 10/30/2537291CITY BUSINESS 20250930LANDFORM PROFESSIONAL SERVICES10/07/25100-41910-50300 10,962.35 Total For Check 38083 Check 38084 380846,000.00 10/30/2503-1192170BOBCAT T770-SJC TRADE-IN FOR T770HSWSJC-2 PURCHLANO EQUIPMENT10/16/25100-43100-50225 6,000.00 Total For Check 38084 Check 38085 3808558.28 10/30/2510/27/2025UB refund for account: 20008024-81453000M/I HOMES10/27/25601-00000-22200 58.28 Total For Check 38085 Check 38086 3808656.06 10/30/2510/27/2025UB refund for account: 20019952-79730000M/I HOMES10/27/25601-00000-22200 56.06 Total For Check 38086 Check 38087 3808756.06 10/30/2510/27/2025UB refund for account: 20020018-79730000M/I HOMES10/27/25601-00000-22200 25 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38087 56.06 Total For Check 38087 Check 38088 3808860.24 10/30/2510/27/2025UB refund for account: 20020024-79730000M/I HOMES10/27/25601-00000-22200 60.24 Total For Check 38088 Check 38089 3808956.98 10/30/2510/27/2025UB refund for account: 20020030-79730000M/I HOMES10/27/25601-00000-22200 56.98 Total For Check 38089 Check 38090 3809057.86 10/30/2510/27/2025UB refund for account: 20020054-79730000M/I HOMES10/27/25601-00000-22200 57.86 Total For Check 38090 Check 38091 3809145.89 10/30/2556407UT SUPPLIESMENARDS MAPLE GROVE10/21/25601-49400-50227 45.89 Total For Check 38091 Check 38092 380926,650.00 10/30/2510672508LMC CLAIM X3727 TRACTOR/MOWER RENTALMIDWEST MACHINERY CO.10/14/25100-43100-50430 6,650.00 Total For Check 38092 Check 38093 380935.32 10/30/25628401GAT ADAPTERSNAPA AUTO PARTS - Corcoran10/03/25100-43100-50210 3809314.48 10/30/25630064CHAIN LINK ROLLERSNAPA AUTO PARTS - Corcoran10/13/25100-43100-50210 3809314.48 10/30/25631960FUEL FILTERSNAPA AUTO PARTS - Corcoran10/22/25100-43100-50210 38093433.67 10/30/25628764HYD HOSES & FITTINGSNAPA AUTO PARTS - Corcoran10/06/25100-43100-50220 3809384.94 10/30/25631959OIL FILTERSNAPA AUTO PARTS - Corcoran10/22/25100-45200-50210 552.89 Total For Check 38093 Check 38094 38094150.00 10/30/25INV102957ENCON-VERATTI® ENCOUNTER X 24NORTH AMERICAN SAFETY INC10/27/25100-43100-50210 150.00 Total For Check 38094 Check 38095 380951,047.86 10/30/2560054SO 26358 RESPONDER-LOW PROFILENORTHERN SAFETY TECHNOLOGY10/21/25100-43100-50220 38095(874.32)10/30/2551878 CRCREDIT BAL FOR DUP PYMNT OF INV 51878NORTHERN SAFETY TECHNOLOGY09/30/25100-43100-50220 38095161.66 10/30/2560081DOT WING-PLOW SUPER-LED LIGHTHEADNORTHERN SAFETY TECHNOLOGY10/21/25100-43100-50220 38095261.96 10/30/2560038SO 26358 RESPONDER-LOW PROFILENORTHERN SAFETY TECHNOLOGY10/15/25601-49400-50210 38095261.97 10/30/2560038SO 26358 RESPONDER-LOW PROFILENORTHERN SAFETY TECHNOLOGY10/15/25602-49450-50210 859.13 Total For Check 38095 Check 38096 3809661.43 10/30/25441567259001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC09/24/25100-41900-50200 3809618.16 10/30/25441647099001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC10/04/25100-41900-50200 3809617.60 10/30/25441664449001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC10/04/25100-41900-50200 3809614.99 10/30/25441664456001NAME PLATEODP BUSINESS SOLUTIONS, LLC10/07/25100-41900-50200 112.18 Total For Check 38096 Check 38097 380975,000.00 10/30/25BCO25-0074ESCROW REFUND 19573 99TH PLPULTE HOMES10/27/25100-00000-22206 5,000.00 Total For Check 38097 Check 38098 380985,000.00 10/30/25BCO25-0056ESCROW REFUND 9974 JACK PINE LNPulte Homes10/27/25100-00000-22206 26 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38098 5,000.00 Total For Check 38098 Check 38099 38099158.68 10/30/2525-85166BLANK STOCKRITEWAY BUSINESS FORMS10/01/25601-49400-50210 38099158.68 10/30/2525-85166BLANK STOCKRITEWAY BUSINESS FORMS10/01/25602-49450-50210 317.36 Total For Check 38099 Check 38100 381005,728.00 10/30/25A53389SO 3504-REKEY @ WATER PLANT & TOWERRUSSELL SECURITY RESOURCE INC10/03/25601-49400-50401 5,728.00 Total For Check 38100 Check 38101 381011,480.50 10/30/25ER0034ESCROW RELEASE ST THOMAS WCAST THOMAS THE APOSTLE CHURCH10/27/25100-00000-22205-118 1,480.50 Total For Check 38101 Check 38102 3810240.00 10/30/252435593-2CK REQ BROCKTON BP 20250627STANTEC CONSULTING SERVICES08/08/25100-00000-22205 381023,015.00 10/30/252435618-2CK REQ BROCKTON BP WCA 5618 20250627STANTEC CONSULTING SERVICES10/23/25100-00000-22205 3810280.78 10/30/252464561BECHTOLD FARM 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-013 381023,475.67 10/30/252464552COOK LAKE HIGHLANDS 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-017 381024,041.30 10/30/252464537HORSESHOE TRAIL WATERMAIN EXT 7433 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-056 381022,282.20 10/30/252464539OLD SETTLERS RD & HORSESHOE TRL RD IMPRVMNTS 7434 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-056 381028,223.90 10/30/252464553TAVERA 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-056 381021,442.00 10/30/252464550RAVINIA 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-058 38102(18.00)10/30/252435562-2RAVINIA 6190 20250627STANTEC CONSULTING SERVICES08/08/25100-00000-22205-058 381021,571.76 10/30/252464556AMBERLY 1 2 BELLWETHER 6 7 9 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-087 381023,197.86 10/30/252464546STIEG ROAD IMPROVEMENTS 4864 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-087 381027,922.40 10/30/252464551BELLWETHER 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-087 381027,762.57 10/30/252464554RUSH CREEK RESERVE 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-098 38102252.25 10/30/252464562SCHERBER CR 30 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-110 38102144.00 10/30/252464559GARAGES TOO 6190 20250829STANTEC CONSULTING SERVICES10/08/25100-00000-22205-111 381023,164.10 10/30/252464543NEW CONSTRUCTION INSPECTION 5488 20250829STANTEC CONSULTING SERVICES10/08/25100-42400-50303 381024,557.05 10/30/252464527CITY OF CORCORAN 2025 GENERAL 7387 20250829STANTEC CONSULTING SERVICES10/08/25100-43170-50300 38102158.00 10/30/252464527CITY OF CORCORAN 2025 GENERAL 7387 20250829STANTEC CONSULTING SERVICES10/08/25100-43170-50309 381022,346.70 10/30/252464547CITY CTR DR AND 79 PL ST UTILITIES 5033 20250829STANTEC CONSULTING SERVICES10/08/25408-48010-50303 381021,410.20 10/30/252464526CHISHOLM TRAIL IMPROVEMENTS 7366 20250829STANTEC CONSULTING SERVICES10/08/25408-48013-50303-401 3810212,816.10 10/30/252464524CITY DOWNTOWN PARK 7229 20250829STANTEC CONSULTING SERVICES10/08/25415-45200-50300 38102303.75 10/30/252464535HACKAMORE ROAD ASSIST 6038 20250829STANTEC CONSULTING SERVICES10/08/25419-43100-50303 381021,095.65 10/30/252464548NE CORCORAN TRUNK 5275 20250829STANTEC CONSULTING SERVICES10/08/25601-49400-50300 38102884.00 10/30/252464527CITY OF CORCORAN 2025 GENERAL 7387 20250829STANTEC CONSULTING SERVICES10/08/25601-49400-50303 38102721.31 10/30/252464543NEW CONSTRUCTION INSPECTION 5488 20250829STANTEC CONSULTING SERVICES10/08/25601-49400-50306 38102721.34 10/30/252464543NEW CONSTRUCTION INSPECTION 5488 20250829STANTEC CONSULTING SERVICES10/08/25602-49450-50306 71,611.89 Total For Check 38102 Check 38103 38103174.00 10/30/259210598137DEFIBRILLATION ELECTRODESSTRYKER SALES, LLC10/21/25100-42100-50210 174.00 Total For Check 38103 Check 38104 3810475.00 10/30/253609221-202507-1SVCS FOR 7/1/25 - 7/31/25TRANSUNION RISK & ALTERNATIVE08/01/25100-42100-50300 3810475.00 10/30/253609221-202508-1SVCS FOR 8/1/25 - 8/31/25TRANSUNION RISK & ALTERNATIVE08/01/25100-42100-50300 3810475.00 10/30/253609221-202509-1SVCS FOR 9/1/25 - 9/30/25TRANSUNION RISK & ALTERNATIVE09/01/25100-42100-50300 225.00 Total For Check 38104 Check 38105 27 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38105 38105466.08 10/30/25BL0000019260STEEL SUPPLIES-P MEISTERTRUE NORTH STEEL10/08/25100-43100-50225 466.08 Total For Check 38105 Check 38106 3810666.43 11/06/251L4X-1VG9-TVRMCITY HALL SUPPLIES-B HEINZAMAZON CAPITAL SERVICES10/29/25100-41900-50210 3810642.35 11/06/251FQY-LPNV-96HYUSB HUB, BATTERIESAMAZON CAPITAL SERVICES11/03/25100-42100-50210 38106347.69 11/06/251CJF-TCWD-DGR3HEADSET, HEAD PHONESAMAZON CAPITAL SERVICES11/03/25100-43100-50321 38106190.18 11/06/251WXN-MCT9-DD93WINDOW BLINDS-BLACK OUT X 4AMAZON CAPITAL SERVICES10/20/25601-49400-50200 3810669.77 11/06/2514G3-MG1H-3DXWMISC SUPPLIES-J PAVEYAMAZON CAPITAL SERVICES11/01/25601-49400-50200 38106190.18 11/06/251WXN-MCT9-DD93WINDOW BLINDS-BLACK OUT X 4AMAZON CAPITAL SERVICES10/20/25602-49450-50200 906.60 Total For Check 38106 Check 38107 3810721.73 11/06/254248155669BLACK MATS-CITY HALLCINTAS - 47010/29/25100-41900-50400 3810732.02 11/06/254248155775SHOP SUPPLIESCINTAS - 47010/29/25100-43100-50400 3810724.89 11/06/255300461902PW FIRST AID SUPPLIESCINTAS - 47010/31/25100-43100-50400 38107(15.00)11/06/259341632945CREDIT MINIMUM CHARGE FEECINTAS - 47010/09/25100-43100-50400 38107244.58 11/06/254248155809UNIFORMSCINTAS - 47010/29/25100-43100-50417 3810714.72 11/06/254248155720UNIFORMS/SUPPLIES-UTCINTAS - 47010/29/25601-49400-50210 3810714.72 11/06/254248155720UNIFORMS/SUPPLIES-UTCINTAS - 47010/29/25602-49450-50210 337.66 Total For Check 38107 Check 38108 38108162.50 11/06/25BP24-0068AUG25CK REQ CDD DOMINO'S (0068) 20250831CITY OF CORCORAN11/04/25100-00000-22205 162.50 Total For Check 38108 Check 38109 38109926.25 11/06/25BP25-0030AUG25CK REQ CDD M&J CREEKSIDE 20250831CITY OF CORCORAN11/04/25100-00000-22205 926.25 Total For Check 38109 Check 38110 3811086.25 11/06/25BP25-0032AUG25CK REQ CDD BAKKE SUBDIVISION 20250831CITY OF CORCORAN11/04/25100-00000-22205 86.25 Total For Check 38110 Check 38111 38111552.50 11/06/25BP25-0026AUG25CK REQ CDD UPWARD ACRES 20250831CITY OF CORCORAN11/04/25100-00000-22205 552.50 Total For Check 38111 Check 38112 38112871.25 11/06/25BP25-0028AUG25CK REQ CDD HOPE MEADOWS PHASE 2 2025083CITY OF CORCORAN11/04/25100-00000-22205 871.25 Total For Check 38112 Check 38113 3811342.50 11/06/25BENG24-0004AUG25CK REQ CDD HOPE MEADOWS PHASE 1 20250831CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38113 Check 38114 38114106.25 11/06/25BP25-0011AUG25CK REQ CDD FAIRWAY SHORES 20250831CITY OF CORCORAN11/04/25100-00000-22205 106.25 Total For Check 38114 Check 38115 3811542.50 11/06/25BP25-0035AUG25CK REQ CDD KEEFE MINOR SUBDIV 20250831CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38115 Check 38116 28 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 11/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38116 3811621.25 11/06/25BP24-0057AUG25CK REQ CDD CHASTEK CONCEPT 2 20250831CITY OF CORCORAN11/04/25100-00000-22205 21.25 Total For Check 38116 Check 38117 3811742.50 11/06/25BP25-0017AUG25CK REQ CDD ST THOMAS SITE PLAN 20250831CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38117 Check 38118 3811842.50 11/06/25BP25-0024AUG25CK REQ CDD LARKIN RD SUBDIV 20250831CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38118 Check 38119 3811985.00 11/06/25BP25-0001AUG25CK REQ CDD SCHMIDS HIDDEN VLY 20250831CITY OF CORCORAN11/04/25100-00000-22205 85.00 Total For Check 38119 Check 38120 3812042.50 11/06/25BENG25-0003AUG25CK REQ CDD WDLND HILLS FINAL PL 20250831CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38120 Check 38121 3812163.75 11/06/25BP24-0018SEP25CK REQ CDD RUSH CREEK RESERVE 4 20250930CITY OF CORCORAN11/04/25100-00000-22205 63.75 Total For Check 38121 Check 38122 3812221.25 11/06/25BP25-0002SEP25CK REQ CDD CHASTEK 20250930CITY OF CORCORAN11/04/25100-00000-22205 21.25 Total For Check 38122 Check 38123 3812316.25 11/06/25BP24-0007SEP25CK REQ CDD SCHARBER GARAGE CUP 20250930CITY OF CORCORAN11/04/25100-00000-22205 16.25 Total For Check 38123 Check 38124 38124637.50 11/06/25BP25-0038SEP25CK REQ CDD RUSH CREEK GC 20250930CITY OF CORCORAN11/04/25100-00000-22205 637.50 Total For Check 38124 Check 38125 38125187.50 11/06/25BP25-0044SEP25CK REQ CDD ALL AMERICAN SA 20250930CITY OF CORCORAN11/04/25100-00000-22205 187.50 Total For Check 38125 Check 38126 3812691.25 11/06/25BP25-0040SEP25CK REQ CDD SCHMIDS HIDDEN VLY 3RD 202509CITY OF CORCORAN11/04/25100-00000-22205 91.25 Total For Check 38126 Check 38127 3812721.25 11/06/25BENG25-0007SEP25CK REQ CDD HEATHER MDOWS (0007) 20250930CITY OF CORCORAN11/04/25100-00000-22205 21.25 Total For Check 38127 Check 38128 38128127.50 11/06/25BP25-0026SEP25CK REQ CDD UPWARD ACRES 20250930CITY OF CORCORAN11/04/25100-00000-22205 127.50 Total For Check 38128 Check 38129 3812985.00 11/06/25BP25-0041SEP25CK REQ CDD PHILS AUTO 20250930CITY OF CORCORAN11/04/25100-00000-22205 85.00 Total For Check 38129 29 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 12/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38130 38130318.75 11/06/25BP25-0029SEP25CK REQ CDD HOPE MDOWS PHASE 2 20250930CITY OF CORCORAN11/04/25100-00000-22205 318.75 Total For Check 38130 Check 38131 3813121.25 11/06/25BENG24-0004SEP25CK REQ CDD HOPE MDOWS PHASE 1 20250930CITY OF CORCORAN11/04/25100-00000-22205 21.25 Total For Check 38131 Check 38132 38132573.75 11/06/25BENG25-0014SEP25CK REQ CDD FAIRWAY SHORES 20250930CITY OF CORCORAN11/04/25100-00000-22205 573.75 Total For Check 38132 Check 38133 3813342.50 11/06/25BP25-0010SEP25CK REQ CDD NEW MAHAVEN (0010) 20250930CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38133 Check 38134 38134743.75 11/06/25BP25-0039SEP25CK REQ CDD HIGH POINT GARDENS 20250930CITY OF CORCORAN11/04/25100-00000-22205 743.75 Total For Check 38134 Check 38135 3813542.50 11/06/25BP24-0053SEP25CK REQ CDD OLD FARM RIDGE 20250930CITY OF CORCORAN11/04/25100-00000-22205 42.50 Total For Check 38135 Check 38136 381362.50 11/06/25BP24-0053SEP25-2 CK REQ RECORDS OLD FARM RIDGE 20250930CITY OF CORCORAN11/04/25100-00000-22205 2.50 Total For Check 38136 Check 38137 381372.50 11/06/25BP25-0039SEP25 -2CK REQ RECORDS HIGH POINT GRDNS 20250930CITY OF CORCORAN11/04/25100-00000-22205 2.50 Total For Check 38137 Check 38138 3813821.25 11/06/25BP25-0024SEP25CK REQ CDD LARKIN RD SUBDIV 20250930CITY OF CORCORAN11/04/25100-00000-22205 21.25 Total For Check 38138 Check 38139 381394,675.50 11/06/25502345PROACTIVE PREM MNGD SVCS OCT 2025COMPUTER INTEGRATION TECH10/15/25100-41920-50300 4,675.50 Total For Check 38139 Check 38140 381405,427.90 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTDAYTON POLICE DEPARTMENT11/04/25100-42100-50435 5,427.90 Total For Check 38140 Check 38141 381412,348.55 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTDEEPHAVEN POLICE DEPARTMENT11/04/25100-42100-50435 2,348.55 Total For Check 38141 Check 38142 38142114.98 11/06/251070511AD# 1498104 10/23 PH SCHMIDS 3RDECM PUBLISHERS INC10/23/25100-41900-50350 3814299.15 11/06/251070512AD# 1498107 11/06 PH PHIL'S AUTOECM PUBLISHERS INC10/23/25100-41900-50350 38142107.07 11/06/251070513AD# 1498110 11/06 BRANDSTED GARAGE CUPECM PUBLISHERS INC10/23/25100-41900-50350 38142114.98 11/06/251070514AD# 1498111 09/04 ALL AMRCN ANIMALSECM PUBLISHERS INC10/23/25100-41900-50350 3814299.15 11/06/251070515AD# 1498112 11/06 CANNABIS UPDATESECM PUBLISHERS INC10/23/25100-41900-50350 535.33 Total For Check 38142 30 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 13/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38143 38143108.20 11/06/2599987BACKGROUND CHECK SVCSEMPLOYEE RELATIONS, INC.10/31/25100-41900-50300 108.20 Total For Check 38143 Check 38144 381444,058.58 11/06/250558052PACER K528, MAG LCTR, PARTSFERGUSON WATERWORKS #251810/29/25601-49400-50220 38144697.60 11/06/250558052PACER K528, MAG LCTR, PARTSFERGUSON WATERWORKS #251810/29/25602-49450-50220 4,756.18 Total For Check 38144 Check 38145 38145277.42 11/06/255100316411 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL10/31/25601-49400-50380 38145277.43 11/06/255100316411 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL10/31/25602-49450-50380 554.85 Total For Check 38145 Check 38146 3814616.93 11/06/2540469311AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES10/30/25100-41900-50413 3814676.19 11/06/2540469311AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES10/30/25601-49400-50413 3814676.19 11/06/2540469311AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES10/30/25602-49450-50413 169.31 Total For Check 38146 Check 38147 381473,282.00 11/06/2515521CK REQ HNTRS RDG TRN LN 15521 20251001HAUGO GEOTECHNICAL SERVICES LL10/30/25100-00000-22205 381474,664.00 11/06/2515637CNSTRCTN TSTNG FOR CITY/HERITAGE PARKHAUGO GEOTECHNICAL SERVICES LL10/28/25415-45200-50300 7,946.00 Total For Check 38147 Check 38148 38148233.68 11/06/251000254849SHF0001016 JAIL PER DIEM 20250930HENNEPIN COUNTY ACCOUNTS RECEIVABLE10/23/25100-42100-50305 233.68 Total For Check 38148 Check 38149 3814995.20 11/06/25604658SOD CUTTER RENTALHIGHWAY 55 RENTAL10/29/25100-43100-50211 95.20 Total For Check 38149 Check 38150 381505.00 11/06/25003401112500CAR WASH OCTOBER 2025HOLIDAY COMPANIES11/01/25601-49400-50210 381505.00 11/06/25003401112500CAR WASH OCTOBER 2025HOLIDAY COMPANIES11/01/25602-49450-50210 10.00 Total For Check 38150 Check 38151 38151596.65 11/06/2537285CK REQ AMIRA 25-022 20250930LANDFORM PROFESSIONAL SERVICES11/04/25100-00000-22205 596.65 Total For Check 38151 Check 38152 38152584.00 11/06/2520251114UNION DUES NOVEMBER 2025LAW ENFORCEMENT LABOR SERVICES INC11/14/25100-00000-21707 584.00 Total For Check 38152 Check 38153 38153604.00 11/06/2579215BACK RACK & MOUNT X 2LEGACY UPFITTERS INC10/21/25435-43100-50550 38153330.00 11/06/2579214BACK RACK & MOUNTLEGACY UPFITTERS INC10/21/25601-49400-50210 38153330.00 11/06/2579214BACK RACK & MOUNTLEGACY UPFITTERS INC10/21/25602-49450-50210 1,264.00 Total For Check 38153 Check 38154 38154117.50 11/06/2520528LABOR RELATIONS SERVICES 20250930MADDEN, GALANTER, HANSEN LLP10/07/25100-41600-50300 117.50 Total For Check 38154 31 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 14/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38155 381557,024.70 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTMEDINA POLICE DEPARTMENT11/04/25100-42100-50435 7,024.70 Total For Check 38155 Check 38156 38156720.03 11/06/25INV2923266CONTRACT 30271-02 20251030-20260129METRO SALES INC08/19/25100-00000-15500 381561,594.35 11/06/25INV2923266CONTRACT 30271-02 20251030-20260129METRO SALES INC08/19/25100-41920-50210 2,314.38 Total For Check 38156 Check 38157 381574,300.00 11/06/25946440' CONTAINERS X 2MID MINNESOTA STORAGE10/16/25100-43100-50217 381574,300.00 11/06/25946440' CONTAINERS X 2MID MINNESOTA STORAGE10/16/25100-45200-50221 8,600.00 Total For Check 38157 Check 38158 38158500.58 11/06/2510675246SHOP PARTSMIDWEST MACHINERY CO.10/16/25100-45200-50210 500.58 Total For Check 38158 Check 38159 38159204.12 11/06/25128454SHOP SUPPLIESMINNESOTA DRIVELINE INC10/01/25100-43100-50220 204.12 Total For Check 38159 Check 38160 381607,657.00 11/06/252025Q32025 3RD QUARTER UNEMPLOYMENT BENEFITSMINNESOTA UI FUND10/08/25100-41500-50140 7,657.00 Total For Check 38160 Check 38161 381615,966.49 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTCITY OF MINNETRISTA11/04/25100-42100-50435 5,966.49 Total For Check 38161 Check 38162 38162116.20 11/06/2520251104MNGFOA/MNSHRM MILEAGE REIMBURSEMENT NALISHA WILLIAMS11/04/25100-41400-50331 116.20 Total For Check 38162 Check 38163 381631,500.00 11/06/25202511042025 RECRUITMENT AND RETENTION REIMBURSEMENTNATALIE DAVIS MCKEOWN11/06/25100-41910-50307 1,500.00 Total For Check 38163 Check 38164 381643,643.01 11/06/25ER0035ESCROW RELEASE NEW HORIZON AT COOK LAKENEW HORIZON ACADEMY10/30/25100-00000-22205-134 3,643.01 Total For Check 38164 Check 38165 381651,160.00 11/06/251685OCTOBER 2025 FINANCIAL MANAGEMENT PLANNORTHLAND SECURITIES, INC.11/03/25100-41500-50300 1,160.00 Total For Check 38165 Check 38166 3816613,246.52 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTORONO POLICE DEPARTMENT11/04/25100-42100-50435 13,246.52 Total For Check 38166 Check 38167 381671,203.15 11/06/250894-007309928CONTRACT RECYCLING SERVICE OCTOBER 2025REPUBLIC SERVICES10/31/25100-43201-50300 1,203.15 Total For Check 38167 Check 38168 381681,001.08 11/06/250894-007312396REPUBLIC SERVICES CITY HALL OCTOBER 2025REPUBLIC SERVICES 10/31/25100-41900-50380 32 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 15/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38168 1,001.08 Total For Check 38168 Check 38169 38169295.55 11/06/250894-007313093REPUBLIC SERVICES PUBLIC WORKS OCTOBER 2025REPUBLIC SERVICES 10/31/25100-43100-50380 295.55 Total For Check 38169 Check 38170 38170114.31 11/06/250894-007314009REPUBLIC SERVICES WILDFLOWER PARK OCTOBER 2025REPUBLIC SERVICES 10/31/25100-45200-50380 114.31 Total For Check 38170 Check 38171 38171243.62 11/06/250894-007312266REPUBLIC SERVICES CITY PARK OCTOBER 2025REPUBLIC SERVICES 10/31/25100-45200-50380 243.62 Total For Check 38171 Check 38172 3817210,460.67 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTROGERS POLICE DEPARTMENT11/04/25100-42100-50435 10,460.67 Total For Check 38172 Check 38173 381731,500.00 11/06/2520251104WELLNESS TRAVEL REIMBURSEMENTSAMUEL MAHR11/04/25100-42100-50307 1,500.00 Total For Check 38173 Check 38174 381743,000.00 11/06/25BCS23-0012ESCROW REFUND 9075 ELLERY LNSANTANNI CUSTOM HOMES11/04/25100-00000-22206 3,000.00 Total For Check 38174 Check 38175 3817511,391.13 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTSOUTH LAKE MINNETONKA PD11/04/25100-42100-50435 11,391.13 Total For Check 38175 Check 38176 38176194.83 11/06/2520251021UTILITIES CELLULAR 203312140 9/21-10/20T-MOBILE10/21/25601-49400-50210 38176194.82 11/06/2520251021UTILITIES CELLULAR 203312140 9/21-10/20T-MOBILE10/21/25602-49450-50210 389.65 Total For Check 38176 Check 38177 38177390.70 11/06/2520251021-2PUBLIC WORKS CELLULAR 992365225 9/21-10/20T-MOBILE10/21/25100-43100-50321 390.70 Total For Check 38177 Check 38178 381781,095.00 11/06/2525103000GENERAL CLEANING OCTOBER 2025ULTIMATE CLEANERS LLC10/30/25100-41900-50401 1,095.00 Total For Check 38178 Check 38179 38179227.46 11/06/25566859823NOVEMBER COPIER LEASEUS BANKCORP EQUIPMENT FINANCE10/19/25100-41900-50413 227.46 Total For Check 38179 Check 38180 38180216.31 11/06/256126985784PD/CH CELL PHONE SERVICE 9/27-10/26VERIZON WIRELESS10/26/25100-41900-50321 38180579.75 11/06/256126985784PD/CH CELL PHONE SERVICE 9/27-10/26VERIZON WIRELESS10/26/25100-42100-50321 38180480.27 11/06/256126985784PD/CH CELL PHONE SERVICE 9/27-10/26VERIZON WIRELESS10/26/25100-42100-50323 1,276.33 Total For Check 38180 Check 38181 381813,318.02 11/06/2520250930FOURTH QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTWEST HENNEPIN PUBLIC SAFETY11/04/25100-42100-50435 33 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 16/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38181 3,318.02 Total For Check 38181 Check 38182 3818276.72 11/06/2535032520353TAVERA ELECTRIC OCTOBER 2025WRIGHT-HENNEPIN10/20/25100-00000-22205-056 76.72 Total For Check 38182 Check 38183 38183(11,674.37)11/13/25193807229-4CITY PARK IMPROVEMENTS PAY APP 4FEHN COMPANIES11/04/25415-00000-20610 38183233,487.42 11/13/25193807229-4CITY PARK IMPROVEMENTS PAY APP 4FEHN COMPANIES11/04/25415-45200-50530 221,813.05 Total For Check 38183 Check 38184 38184228,781.80 11/13/25225463RD QTR 2025 WATER USAGE CITY OF MAPLE GROVE10/08/25601-49400-50311 228,781.80 Total For Check 38184 Check 38185 3818530,613.59 11/13/250001196374WASTE WATER SERVICE DECEMBER 2025METROPOLITAN COUNCIL ENVIRO11/04/25602-49450-50312 30,613.59 Total For Check 38185 Check 38186 38186193,830.00 11/13/2520251031OCTOBER 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL11/04/25602-00000-20800 38186(1,938.30)11/13/2520251031OCTOBER 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL11/04/25602-00000-36200 191,891.70 Total For Check 38186 Check 38187 3818741,774.85 11/13/2510664618LMC CLAIM X3727 JOHN DEERE 6130MMIDWEST MACHINERY CO.10/09/25100-43100-50430 41,774.85 Total For Check 38187 Check 38188 3818884,704.95 11/13/25193806610LARKIN ROAD IMPROVEMENTS PAY APP 1 AND FINALOMANN CONTRACTING COMPANIES11/04/25100-00000-22205 381882,819.27 11/13/25193806610LARKIN ROAD IMPROVEMENTS PAY APP 1 AND FINALOMANN CONTRACTING COMPANIES11/04/25100-00000-22205-128 87,524.22 Total For Check 38188 Check 38189 3818929,822.50 11/13/252464545WATER SPLY, TRTMNT, STORAGE FCLTY PRELIM DSGN 20250829STANTEC CONSULTING SERVICES10/08/25601-00000-16500 29,822.50 Total For Check 38189 Check 38190 3819049,500.00 11/13/252025294PWOP GARAGE EXPOXY FLOORSWEDEBRO INC10/17/25435-43100-50520 49,500.00 Total For Check 38190 Check 38191 38191(8,518.22)11/13/252520-3CORCORAN COMMUNITY PARK BUILDING PAY 3VALINT CONSTRUCTION SERVICES LLC11/03/25415-00000-20610 38191189,117.32 11/13/252520-3CORCORAN COMMUNITY PARK BUILDING PAY 3VALINT CONSTRUCTION SERVICES LLC11/03/25415-45200-50520 180,599.10 Total For Check 38191 34 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 17/17Page: 11/06/2025 03:06 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/23/2025 - 11/13/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 386,888.88 Fund 100 GENERAL FUND 3,756.90 Fund 408 PAVEMENT MANAGEMENT 423,416.70 Fund 415 PARK CAPITAL FUND 303.75 Fund 419 HACKAMORE UPGRADE (LENNAR) 53,867.77 Fund 435 2025A BOND EQUIPMENT 300,327.85 Fund 601 WATER 228,589.33 Fund 602 SEWER Fund Totals: 1,397,151.18 Total For All Funds: 35 STAFF REPORT Agenda Item: 6.c Council Meeting: November 13, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: Resolution 2025-104 Appointing Karen Heiden as Acting City Clerk Action Required: Approval Summary City Clerk Johnson will be out on medical leave for a period of November 4, 20254 to November 21, 2025. The city wished to designate Deputy Clerk, Karen Heiden as acting City Clerk to act on the city's behalf during this period. Financial/Budget N/A Recommendation Staff recommends that City Council approve Resolution 2025-104 Appointing Karen Heiden as Acting City Clerk Council Action Staff recommends that City Council approve Resolution 2025-104 Appointing Karen Heiden as Acting City Clerk Attachments 1. Resolution 2025-104 Appointing Karen Heiden as Acting City Clerk.docx 36 City of Corcoran County of Hennepin State of Minnesota November 13, 2025 RESOLUTION NO. 2025-104 Page 1 of 1 Motion By: Seconded By: RESOLUTION APPOINTING KAREN HEIDEN AS ACTING CITY CLERK FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, It is anticipated that City Clerk Deb Johnson will be on medical leave and temporarily unavailable and the City of Corcoran wishes to appoint Karen Heiden to act as the City Clerk on the City’s behalf during this period of unavailability; and WHEREAS, the city anticipates this period to be from November 4, 2025 to November 21, 2025 (the “Term”); and NOW, THEREFORE, the Corcoran City Council RESOLVES, as follows: 1) Karen Heiden is appointed as Acting City Clerk during the term unless or until this designation is altered by separate action of the City Council, entirely at the Council’s discretion. 2) During the term, Karen Heiden, shall be empowered to act on behalf of the City in the capacity of City Clerk is authorized to execute documents and fulfill all duties and responsibilities for the City of Corcoran as the City Clerk. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. Tom McKee – Mayor ATTEST: City Seal Karen Heiden, Deputy Clerk 37 STAFF REPORT Agenda Item: 6.d Council Meeting: November 13, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: Third Quarter Financial Report - Abdo Action Required: Information Only Council Action None - Information Only Attachments 1. Abdo Quarterly Statement.pdf 38 3rd Quarter Report City of Corcoran City of Corcoran, Minnesota As of September 30, 2025 39 ACCOUNTANT'S COMPILATION REPORT November 6, 2025 Honorable Mayor and City Council City of Corcoran City of Corcoran, Minnesota We have compiled the accompanying statement of revenues and expenditures for the General Fund and statements of revenues and expenses for the enterprise funds of the City of Corcoran as of September 30, 2025 for the quarter then ended. We have not audited or reviewed the accompanying financial statements and, accordingly, do not express an opinion or provide any assurance about whether the financial statements are in accordance with accounting principles generally accepted in the United States of America. Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair presentation of the financial statements. Our responsibility is to conduct the compilation in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. The objective of a compilation is to assist management in presenting financial information in the form of financial statements without undertaking to obtain or provide any assurance that there are no material modifications that should be made to the financial statements. Management has elected to omit substantially all of the disclosures and the statement of cash flows required by accounting principles generally accepted in the United States of America. If the omitted disclosures and the statement of cash flows were included in the financial statements, they might influence the user's conclusions about the City's financial position, results of operations, and cash flows. Accordingly, the financial statements are not designed for those who are not informed about such matters. Sincerely, Abdo Financial Solutions 40 09/30/2025 12/31/2024 Increase/ (Decrease) Checking and Savings $10,696,184 $12,843,657 $(2,147,473) Investments (at Market Value)16,292,937 13,512,545 2,780,392 Total Cash and Investments $26,989,121 $26,356,202 $632,919 Checking and Savings Investments (at Market Value) Total Cash and Investments 09/30/2025 12/31/2024 Increase/ (Decrease) Checking and Savings $10,696,184 $12,843,657 $(2,147,473) Money Market 7,945,640 13,512,545 (5,566,905) Brokered CD 8,347,297 0 8,347,297 Government Securities 0 0 0 Total Investments $26,989,121 $26,356,202 $632,919 Checking and Savings Money Market Brokered CD Government Securities Total Investments November 6, 2025 Cash and Investments The City's cash and investment balances are as follows: Dear Honorable Mayor and City Council: We have reconciled all bank accounts through September 30, 2025 and reviewed activity in all funds. The following is a summary of our observations. All information presented is unaudited. Honorable Mayor and City Council City of Corcoran City of Corcoran, Minnesota The investment type is as follows: 41 General Fund Cash Balances $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Current Year Prior Year 2 Prior Years PY Average 50% Reserve The decrease in general fund cash balance is due to a temporary interfund loan from the general fund to assist with cash deficits in other funds. The interfund loans will be repaid or adjusted at the end of this year. 42 Current short-term rates being offered by financial institutions have increased over the last two years as evidenced by the table of U.S. Treasury rates below. The U.S. Treasury rates provide a benchmark perspective for rate of return. This information is unaudited and is intended solely for the information and use of management and City Council and is not intended and should not be used by anyone other than these specified parties. If you have any questions or wish to discuss any of the items contained in this letter or the attachments, please feel free to contact us at your convenience. We wish to thank you for the continued opportunity to be of service and for the courtesy and cooperation extended to us by your staff. Sincerely, ABDO FINANCIAL SOLUTIONS * * * * * Treasury Yield 1 mo 3 mo 6 mo 1 yr 2 yr 3 yr 5 yr 7 yr 10 yr 9/30/2019 1.91 1.88 1.83 1.75 1.63 1.56 1.55 1.62 1.68 12/31/2019 1.48 1.55 1.60 1.59 1.58 1.62 1.69 1.83 1.92 3/31/2020 0.05 0.11 0.15 0.17 0.23 0.29 0.37 0.55 0.70 6/30/2020 0.13 0.16 0.18 0.16 0.16 0.18 0.29 0.49 0.66 9/30/2020 0.08 0.10 0.11 0.12 0.13 0.16 0.28 0.47 0.69 12/31/2020 0.08 0.08 0.09 0.09 0.10 0.13 0.17 0.36 0.65 3/31/2021 0.01 0.01 0.03 0.05 0.07 0.16 0.35 0.92 1.40 6/30/2021 0.05 0.05 0.06 0.07 0.25 0.46 0.87 1.21 1.45 9/30/2021 0.07 0.04 0.05 0.09 0.28 0.53 0.98 1.32 1.52 12/31/2021 0.06 0.06 0.19 0.39 0.73 0.97 1.26 1.44 1.52 3/31/2022 0.17 0.52 1.06 1.63 2.28 2.45 2.42 2.40 2.32 6/30/2022 1.28 1.72 2.51 2.80 2.92 2.99 3.01 3.04 2.98 9/30/2022 2.79 3.33 3.92 4.05 4.22 4.25 4.06 3.97 3.83 12/30/2022 4.12 4.42 4.76 4.73 4.41 4.22 3.99 3.96 3.88 3/31/2023 4.74 4.85 4.94 4.64 4.06 3.81 3.60 3.55 3.48 6/30/2023 5.24 5.43 5.47 5.40 4.87 4.49 4.13 3.97 3.81 9/30/2023 5.55 5.55 5.53 5.46 5.03 4.80 4.60 4.61 4.59 12/31/2023 5.60 5.40 5.26 4.79 4.23 4.01 3.84 3.88 3.88 3/31/2024 5.49 5.46 5.38 5.03 4.59 4.40 4.21 4.20 4.20 6/30/2024 5.47 5.48 5.33 5.09 4.71 4.53 4.33 4.33 4.36 9/30/2024 4.93 4.73 4.38 3.98 3.66 3.58 3.58 3.67 3.81 12/31/2024 4.40 4.37 4.24 4.16 4.25 4.27 4.38 4.48 4.58 3/31/2025 4.38 4.32 4.23 4.03 3.89 3.89 3.96 4.09 4.23 6/30/2025 4.28 4.41 4.29 3.96 3.72 3.68 3.79 3.98 4.24 9/30/2025 4.20 4.02 3.83 3.68 3.60 3.61 3.74 3.93 4.16 9/30/2019 12/31/2019 3/31/2020 6/30/2020 9/30/2020 12/31/2020 3/31/2021 6/30/2021 9/30/2021 12/31/2021 3/31/2022 6/30/2022 9/30/2022 12/30/2022 3/31/2023 6/30/2023 9/30/2023 12/31/2023 3/31/2024 6/30/2024 9/30/2024 12/31/2024 3/31/2025 6/30/2025 9/30/2025 43 City of Corcoran, Minnesota Statement of Revenues and Expenditures - Budget and Actual - General Fund (Unaudited) For the Nine Months Ended September 30, 2025 2025 Annual Budget YTD Budget 9/30/2025 YTD Actual Thru 9/30/2025 Variance - Favorable (Unfavorable) Percent Received or Expended Based on Budget Thru September I C                                 Revenues Taxes $7,974,335 $5,980,751 $4,199,427 $(1,781,324)70.22%① Licenses and Permits 1,423,800 1,067,850 1,269,698 201,848 118.90% Fines 30,000 22,500 21,124 (1,376)93.88% Transfers 500,000 375,000 0 (375,000)0.00%② Intergovernmental 598,131 448,598 380,829 (67,769)84.89% Charges for Services and Sales 343,500 257,625 262,787 5,162 102.00% Miscellaneous Revenue 76,250 57,188 34,530 (22,658)60.38%③ Interest 25,000 18,750 47,180 28,430 251.63%④ Total Revenues $10,971,016 $8,228,262 $6,215,575 $(2,012,687)75.54%①, ②, ③, ④ Expenditures City Council $27,135 $20,351 $14,475 $5,876 71.13% City Administration 229,703 172,277 181,034 (8,757)105.08% Administration 643,505 482,629 437,264 45,365 90.60% Election 2,000 1,500 0 1,500 0.00% Finance 319,908 239,931 369,116 (129,185)153.84%⑤ Legal 85,000 63,750 34,584 29,166 54.25%⑥ Central Services 591,253 443,440 279,682 163,758 63.07%⑦ Planning and Zoning 413,491 310,118 246,080 64,038 79.35%⑧ Information Technology 337,093 252,820 273,960 (21,140)108.36% Police 3,090,075 2,317,556 2,161,645 155,911 93.27% Police Administration 265,500 199,125 187,901 11,224 94.36% Emergency Management 12,800 9,600 9,708 (108)101.13% Building Inspection 794,017 595,513 758,402 (162,889)127.35%⑨ Highway, Streets, and Roadways 1,668,701 1,251,526 992,005 259,521 79.26%⑩ Paved Streets 375,000 281,250 103,188 178,062 36.69%⑪ Unpaved Streets 515,000 386,250 510,022 (123,772)132.04%⑫ Ice and Snow Removal 72,100 54,075 20,045 34,030 37.07%⑬ Engineering 364,884 273,663 221,756 51,907 81.03% Recycling 13,600 10,200 15,591 (5,391)152.85% Recreation 290,612 217,959 151,068 66,891 69.31%⑭ Parks 181,260 135,945 92,539 43,406 68.07%⑮ Fire 678,379 508,784 509,283 (499)100.10% Total Expenditures $10,971,016 $8,228,262 $7,569,348 $658,914 91.99%⑤, ⑥, ⑦, … Total $0 $0 $(1,353,773)$(1,353,773)0.00%①, ②, ③, …                                 Revenues Taxes Licenses and Permits Fines Transfers Intergovernmental Charges for Services and Sales Miscellaneous Revenue Interest Total Revenues Expenditures City Council City Administration Administration Election Finance Legal Central Services Planning and Zoning Information Technology Police Police Administration Emergency Management Building Inspection Highway, Streets, and Roadways Paved Streets Unpaved Streets Ice and Snow Removal Engineering Recycling Recreation Parks Fire Total Expenditures Total Arrows represent the variance as a % of YTD Budget: Red: < -10%, Yellow: -10% to 10%, Green > 10% 44 Number  Comment ①Tax revenue is typically received in July and December, to date the July portion has been received. ②Transfers will occur later in the year. ③Variance caused by cable franchise fees typically not being recorded until December. ④Variance caused by higher-than-expected interest income. Current interest revenue is allocated based on cash balances in each respective fund. ⑤Variance caused by charges for Abdo services exceeding the budget. ⑥Variance caused by lower-than-expected legal fees to date. ⑦Transfers within this account will occur later in the year. ⑧Variance caused by fewer than budgeted planning and zoning professional services. ⑨Variance caused by an increased number of finalized permit fees from Metro West Inspection Services to date. ⑩Variance caused by fewer full-time wages, repairs and maintenance, landscape fees, and electric utilities. ⑪Variance caused by fewer repair and maintenance charges for paved streets to date. ⑫Variance caused by greater than budgeted repair and maintenance expenses for unpaved streets. ⑬Variance caused by fewer than budgeted ice and snow removal expenditures to date. Typically, most expenses within this account occur at the beginning and end of the year. ⑭Variance caused by fewer wage and benefit expenses to date. ⑮Variance caused by fewer wage and benefit expenses to date, fewer supplies purchases, and an increase in improvement expenses. Explanation of Items Percentage Received/Expended Less than 80% or Greater than 120% and a $ Variance Greater than $20,000. 45 PY Quarter Balance 9/30/2024 PY Ending Balance 12/31/2024 Quarter Ending Balance 9/30/2025 YTD Change 9/30/2025 YTD Change % 9/30/2025 C                               100 - General $8,686,710 $5,186,676 $3,533,375 $(1,653,301)-31.88%① 101 - Long-Term Planning (23,687)0 (4,014)(4,014)0.00% 201 - Reserve Donation 33,611 33,281 31,209 (2,072)-6.23% 202 - City Community Events (8,857)0 2,006 2,006 0.00% 204 - Firearms Safety 11,941 11,449 9,731 (1,718)-15.01% 205 - DWI Forfeiture 9,185 9,168 9,374 206 2.25% 206 - Drug Forfeiture 2,939 2,934 2,962 28 0.95% 207 - Truck Safety 3,285 1,741 3,745 2,004 115.11% 208 - Lawful Gambling 262,464 279,813 230,855 (48,958)-17.50% 209 - Emergency Sirens 91,459 100,471 123,705 23,234 23.13% 309 - G.O. Equipment Certificates (221,601)117,262 (93,265)(210,527)-179.54%② 311 - 2020B G.O. Bonds 274,265 178,046 76,872 (101,174)-56.82%② 312 - 2016A G.O. Bonds (765,484)(664,408)(879,262)(214,854)32.34%② 313 - 2018A G.O. Bonds 445,873 373,532 331,294 (42,238)-11.31% 314 - G.O. Tax Abatement Bonds (1,601,469)287,695 121,084 (166,611)-57.91%② 315 - 2025A Debt Service 0 0 136,171 136,171 0.00%③ 401 - Long Range Capital Planning 1,768,942 2,073,902 1,979,939 (93,963)-4.53%④ 408 - Pavement Management (2,491,052)(6,417)(167,157)(160,740)2504.91%⑤ 411 - Public Works Facility 26,382 56,137 56,697 560 1.00% 415 - Park Capital 5,253,299 5,284,318 5,708,244 423,926 8.02%⑥ 416 - Capital Equip-Cert (336,998)0 (1,016)(1,016)0.00% 419 - Hackamore Upgrade 1,020,111 1,022,451 72,259 (950,192)-92.93%⑦ 420 - Wetland Restoration 111,063 110,856 111,962 1,106 1.00% 425 - Pulte Encore 209,916 159,661 161,251 1,590 1.00% 434 - Horseshoe Bend and City Center 1,460,714 0 1,137,980 1,137,980 0.00%⑧ 435 - 2025A Bond Equipment 0 0 2,801,837 2,801,837 0.00%⑨ 501 - Lions and Jaycees 6,429 6,417 6,480 63 0.98% 601 - Water 16,675,311 7,272,642 6,676,523 (596,119)-8.20%⑩ 602 - Sewer 4,593,647 4,374,096 4,722,960 348,864 7.98%⑪ 603 - Stormwater 79,660 84,479 85,320 841 1.00% Total $35,578,058 $26,356,202 $26,989,121 $632,919 2.40%①, ②, …                               100 - General 101 - Long-Term Planning 201 - Reserve Donation 202 - City Community Events 204 - Firearms Safety 205 - DWI Forfeiture 206 - Drug Forfeiture 207 - Truck Safety 208 - Lawful Gambling 209 - Emergency Sirens 309 - G.O. Equipment Certificates 311 - 2020B G.O. Bonds 312 - 2016A G.O. Bonds 313 - 2018A G.O. Bonds 314 - G.O. Tax Abatement Bonds 315 - 2025A Debt Service 401 - Long Range Capital Planning 408 - Pavement Management 411 - Public Works Facility 415 - Park Capital 416 - Capital Equip-Cert 419 - Hackamore Upgrade 420 - Wetland Restoration 425 - Pulte Encore 434 - Horseshoe Bend and City Center 435 - 2025A Bond Equipment 501 - Lions and Jaycees 601 - Water 602 - Sewer 603 - Stormwater Total City of Corcoran, Minnesota Unaudited Cash Balances by Fund September 30, 2024, December 31, 2024 and September 30, 2025 46 Number  Comment ①See Statement of Revenue and Expenditures for the General Fund for detail of fund activity. The decrease is also due to temporary interfund loans from the general fund that will be repaid or adjusted at the end of the year. ②Decrease is due to bond payments made. Taxes and assessments revenue was received in July and is still expected to be received in December. ③Variance due to the reallocation of 2025A Bond Proceeds moving $136,491.11 from fund 435 into fund 315 for debt service purposes. ④Variance due to an invoice of $108,232 paid to Comcast Cable. ⑤Variance due to expenditures paid for City Center Drive, CR116, and 79th PL Turn Lane. ⑥Variance due to additional funding including HUD Disaster Recovery Grant for $250,000, Tavera 7 Development Contract for $471,677, and Park Dedication for $518,027. ⑦Variance due to 2023A bond reallocation from fund 419 into fund 434; council approved on resolution 2025-39. ⑧Variance due to 2023A bond reallocation from fund 419 into fund 434. City Center Drive project expenses paid offset a portion of the cash increase. There were also revenues from St. Therese from a cost share agreement to offset the prior cash deficit. ⑨This is a new fund as of January 1, 2025. The current cash balance is made up of the 2025A bond proceeds and is offset by multiple equipment purchases. ⑩See Statement of Revenue and Expenditures for the Water Fund for detail of fund activity. ⑪See Statement of Revenue and Expenditures for the Sewer Fund for detail of fund activity. Explanation of Changes with a Variance of $50,000. 47 City of Corcoran, Minnesota Schedule of Investments For the Month Ending September 30, 2025 Y or N)Unadjusted Market Value Deposits - Expenditures - YTD Market Value Market Value Unrealized Institution Description Rate 1/1/2025 Purchases Sales Transfers Interest 9/30/2025 9/30/2025 Gain / Loss Northland Federated Hermes US Treasury 1,389,884.89$ -$ (6.00)$ -$ 43,549.25$ 1,433,428.14$ 1,433,428.14$ - 4M 4M 5.242% 6,131,598.08 3,001,285.08 - (8,299,958.40) 111,419.05 944,343.81 944,343.81 - 4MP 4M PLUS 5.352% 2,281,595.60 - - - 74,170.29 2,355,765.89 2,355,765.89 - 4M 2023A GO Bonds 5.242% 3,709,466.70 - (3,760,976.51) - 51,509.81 0.00 - (0.00) 4M 2025A G.O. Bonds 4.289% - 3,884,449.85 - (740,394.48) 68,046.90 3,212,102.27 3,212,102.27 - 13,512,545.27 6,885,734.93 (3,760,976.51) (9,040,352.88) 348,695.30 7,945,640.11 7,945,640.11 (0.00) 4M 4M TERM SERIES 4.14% - - - 2,500,000.00 - 2,500,000.00 2,500,000.00 - 4M First Pryority Bank, OK 4.09% - - - 240,100.00 - 240,100.00 240,100.00 - 4M NorthEast Community Bank, NY 4.07% - - - 240,100.00 - 240,100.00 240,100.00 - 4M T Bank, National Association, TX 4.09% - - - 240,100.00 - 240,100.00 240,100.00 - 4M Solera National Bank, CO 4.09% - - - 240,100.00 - 240,100.00 240,100.00 - 4M West Texas State Bank, TX 4.05% - - - 240,100.00 - 240,100.00 240,100.00 - 4M Gbank, NV 4.11% - - - 235,400.00 - 235,400.00 235,400.00 - 4M Premier Bank, IA 3.93% - - - 235,900.00 - 235,900.00 235,900.00 - 4M American Commercial Bank & Trust 3.93% - - - 235,900.00 - 235,900.00 235,900.00 - 4M Western alliance Bank 4.00% - - - 244,176.38 - 244,176.38 244,656.73 480.35 4M Israel Discount BK of NY 1.05% - - - 244,176.11 - 244,176.11 244,932.45 756.34 4M Cornerstone Bank, NE 4.03% - - - 231,300.00 - 231,300.00 231,300.00 - 4M United Heritage CU 4.00% - - - 244,578.09 2,531.63 247,109.72 249,388.87 2,279.15 4M Hughes Federal CU 4.00% - - - 245,643.61 2,510.47 248,154.08 250,239.52 2,085.44 4M MARIN CMNTY CLG-A-TXB 4.14% - - - 307,144.95 5,153.40 312,298.35 312,804.45 506.10 4M STRIPS, 912833QB9 3.92% - - - 499,180.00 - 499,180.00 508,650.94 9,470.94 4M Valley Natl BK Wayne 4.00% - - - 244,287.97 - 244,287.97 246,232.65 1,944.68 4M CALIFORNIA ST-TXBL 4.00% - - - 375,179.33 3,400.00 378,579.33 381,896.00 3,316.67 4M Freedom Northwest Credit Union, ID 4.06% - - - 222,700.00 - 222,700.00 222,700.00 - 4M STRIPS, 912833WQ9 3.92% - - - 299,983.92 - 299,983.92 306,206.08 6,222.16 4M Morgan Stanley Bank NA 4.06% - - - 244,636.02 - 244,636.02 246,981.48 2,345.46 4M Morgan Stanley PVT Bank 4.06% - - - 244,636.02 - 244,636.02 246,981.48 2,345.46 4M Toyota Financial SGS BK 4.01% - - - 244,636.00 - 244,636.00 246,626.27 1,990.27 - - - - - - - - - - - 8,299,958.40 13,595.50 8,313,553.90 8,347,296.92 33,743.02 Farmers State Bank Savings - 2113 9,699,398.76 9,578,370.61 (11,158,530.03) 740,394.48 493.99 8,860,127.81 8,860,127.81 - Farmers State Bank Debit Card Account - 3021 5,454.70 - (5,454.97) - 0.27 (0.00) - 0.00 Farmers State Bank of Hamel Main - 1199 3,136,213.70 22,928,762.61 (23,967,331.85) - 355.00 2,097,999.46 2,097,999.46 - Farmers State Bank Pat Puhle Memorial Fund - 7883 10,902.14 - (854.53) - 0.80 10,048.41 10,048.41 - Bankwest Money Market 14,454.97 - (14,466.66) - 11.69 (0.00) - 0.00 Petty Cash Petty Cash 350.00 - - - - 450.00 450.00 - - - 12,866,774.27 32,507,133.22 (35,146,638.04) 740,394.48 861.75 10,968,625.68 10,968,625.68 0.00 Total cash and investments 26,379,319.54$ 39,392,868.15$ (38,907,617.55)$ (0.00)$ 363,152.55$ 27,227,819.69$ 27,261,562.71$ 33,743.02$ Deposits in Transit 145,950.49 O/S Checks (418,391.34) Reconcilied Total 26,989,121.86$ 48 City of Corcoran, Minnesota Schedule of Investments For the Month Ending September 30, 2025 Unadjusted Market Value Market Value Variance Maturity 9/30/2025 9/30/2025 9/30/2025 Current 18,914,265.79$ 18,914,265.79$ -$ < 1 year 3,700,500.00 3,700,500.00 - 1-2 years 2,234,414.64 2,240,522.02 6,107.38 2-3 years 2,378,639.26 2,406,274.90 27,635.64 3-4 years - - - 5+ years - - - 27,227,819.69$ 27,261,562.71$ 33,743.02$ Weighted average Rate of return 2.36% 9/30/2025 Average Maturity (years) 0.10 9/30/2025 Market Value Investment Type 9/30/2025 Money Market 7,945,640.11$ Brokered CD 8,347,296.92 Savings 8,870,176.22 Government Securities - Municipal Securities - Checking 2,098,449.46 27,261,562.71$ Operating Account Next Month Items - O/S Deposits 145,950.49 O/S Checks (418,391.34) Reconciled Balance 26,989,121.86$ $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 $20,000,000 Current < 1 year 1-2 years 2-3 years 3-4 years 5+ years Maturities Unadjusted Market Value Market Value 29% 31% 8%Money Market Brokered CD Savings Checking 49 City of Corcoran, Minnesota Statement of Revenues and Expenses - Budget and Actual - Water Fund (Unaudited) For the Nine Months Ended September 30, 2025 2025 Annual Budget Amount YTD PY 9/30/2024 Amount YTD 9/30/2025 YOY Variance 9/30/2025 CY as a Percent of PY 9/30/2025 C                 Revenues Charges for Services and Sales $4,624,740 $1,481,092 $3,442,384 $1,961,292 232.42%① Interest 15,000 941,386 111,693 (829,693)11.86%② Miscellaneous Revenues 0 0 187 187 0.00% Special Assessments 0 20,859 18,772 (2,087)89.99% Total Revenues $4,639,740 $2,443,337 $3,573,036 $1,129,699 146.24%①… Expenditures Employee $212,689 $1,051 $137,143 $(136,092)13048.81%③ Supplies 144,500 97,565 162,504 (64,939)166.56%④ Professional Services 178,500 222,462 104,966 117,496 47.18%⑤ Water Purchases 330,000 130,137 131,992 (1,855)101.43% Depreciation 375,000 0 115,917 (115,917)0.00%⑥ Utilities 2,000 1,583 11,927 (10,344)753.44% Transfers 376,243 0 0 0 0.00%⑦ Debt and Bonds 1,477,785 226,027 921,812 (695,785)407.83%⑧ Miscellaneous Expenditures 29,300 78,720 17,038 61,682 21.64%⑨ Expenditures Total $3,126,017 $757,545 $1,603,299 $(845,754)$211.64%③… Total $1,513,723 $1,685,792 $1,969,737 $283,945 $116.84%①…                 Revenues Charges for Services and Sales Interest Miscellaneous Revenues Special Assessments Total Revenues Expenditures Employee Supplies Professional Services Water Purchases Depreciation Utilities Transfers Debt and Bonds Miscellaneous Expenditures Expenditures Total Total Water Revenue by Year $2,000,000 $4,000,000 $6,000,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Current Year Prior Year 2 Prior Years 50 Number  Comment ①Variance due to a large increase in Water Trunk Charges (TLAC) in the current year. This was an expected increase and was budgeted for accordingly. ②Variance due to prior year interest revenue from bond proceeds in the amount of $645,858. ③Variance due to new salary allocations in 2025, wage and benefit expenses are now directly coded to the water fund. ④Variance due to an increase in Utility System Maintenance Supplies. This was an expected increase and was budgeted for accordingly. ⑤Variance due to a decrease in professional services in the current year. A large portion of prior year expenses were reallocated to capital assets during the year end audit. ⑥Variance due to depreciation estimate not being recorded until December in the prior year. ⑦Transfers within this account will occur later in the year. ⑧Variance due to prior year 2023A Utility Revenue Bond principal and interest not being recorded in the water fund until December. ⑨Variance due to prior year City Hall water permit and line installation for $70,117 and no large expenses in the current year. Explanation of Items Percentage Received/Expended Less than 80% or Greater than 120% and a $ Variance Greater than $20,000. 51 City of Corcoran, Minnesota Statement of Revenues and Expenditures - Budget and Actual - Sewer Fund (Unaudited) For the Nine Months Ended September 30, 2025 2025 Annual Budget Amount YTD PY 9/30/2024 Amount YTD 9/30/2025 YOY Variance 9/30/2025 CY as a Percent of PY 9/30/2025 C                Revenue Charges for Services and Sales $2,123,100 $1,328,485 $1,158,856 $(169,629)87.23% Special Assessments 0 5,215 4,693 (522)89.99% Interest 15,000 68,465 44,498 (23,967)64.99%① Miscellaneous Revenue 8,500 8,351 13,224 4,873 158.35% Revenue Total $2,146,600 $1,410,516 $1,221,271 $(189,245)$86.58%① Expenditures Employee $228,748 $930 $136,205 $(135,275)14645.70%② Supplies 24,750 2,136 15,268 (13,132)714.79% Professional Services 454,000 196,756 315,817 (119,061)160.51%③ Depreciation 209,000 0 158,139 (158,139)0.00%④ Utilities 6,000 3,512 6,089 (2,577)173.38% Transfers 392,611 0 0 0 0.00%⑤ Debt and Bonds 122,188 121,998 33,788 88,210 27.70%⑥ Miscellaneous Expenditures 18,500 29,390 244,540 (215,150)832.05%⑦ Expenditures Total $1,455,797 $354,722 $909,846 $(555,124)256.50%②, ③,… Total $690,803 $1,055,794 $311,425 $(744,369)$29.50%①, ②,…                Revenue Charges for Services and Sales Special Assessments Interest Miscellaneous Revenue Revenue Total Expenditures Employee Supplies Professional Services Depreciation Utilities Transfers Debt and Bonds Miscellaneous Expenditures Expenditures Total Total Sewer $0 $500,000 $1,000,000 $1,500,000 $2,000,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Current Year Prior Year 2 Prior Years 52 Number  Comment ①Variance due to accrued interest not being reversed out until December of the prior year. ②Variance due to new salary allocations in 2025, wage and benefit expenses are now directly coded to the sewer fund. ③Variance due to a year-over-year increase in the monthly MCES Sewage Treatment expenses. ④Variance due to depreciation estimates not being recorded until year end of the prior year. ⑤Transfers within this fund typically take place during year end. ⑥Variance due to current year bond expenses being properly recorded to balance sheet current bonds payable. ⑦Variance due to Woodland Hills Recapture Agreement TLAC, these expenses directly offset revenues in the current year. Explanation of Items Percentage Received/Expended Less than 80% or Greater than 120% and a $ Variance Greater than $20,000. 53 ACCOUNT BALANCE REPORT FOR CITY OF CORCORAN 1/1Page:11/06/2025 07:22 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 END BALANCE 09/30/2025 2025 AMENDED BUDGET BALANCE 09/30/2024DESCRIPTIONFUND ACCOUNT Assets 3,532,924.84 8,686,359.64 CASH100 10100 0.00 990.00 CASH HELD WITH FISCAL AGENT100 10101 450.00 350.00 PETTY CASH100 10200 (4,014.06)(23,686.70)CASH101 10100 0.01 0.01 CASH200 10100 31,209.36 33,610.97 CASH201 10100 2,006.29 (8,856.91)CASH202 10100 9,730.82 11,941.21 CASH204 10100 9,374.05 9,185.21 CASH205 10100 2,962.36 2,938.50 CASH206 10100 3,745.34 3,285.05 CASH207 10100 230,855.13 262,463.83 CASH208 10100 123,704.75 91,459.29 CASH209 10100 0.00 (6,924.61)CASH210 10100 (93,264.61)(221,601.11)CASH309 10100 0.00 387,045.00 CASH HELD WITH FISCAL AGENT309 10101 76,871.62 274,265.44 CASH311 10100 (879,262.24)(765,484.44)CASH312 10100 0.00 253,290.00 CASH HELD WITH FISCAL AGENT312 10101 331,294.11 445,873.25 CASH313 10100 0.00 89,587.50 CASH HELD WITH FISCAL AGENT313 10101 121,084.27 (1,601,469.45)CASH314 10100 0.00 1,381,995.00 CASH HELD WITH FISCAL AGENT314 10101 136,170.78 0.00 CASH315 10100 1,979,939.05 1,768,941.85 CASH401 10100 (167,156.78)(2,491,051.63)CASH408 10100 56,697.09 26,381.97 CASH411 10100 5,698,195.42 5,242,497.62 CASH415 10100 10,048.41 10,801.05 FARMERS SAVINGS ACCT415 10102 (1,016.01)(336,997.70)CASH416 10100 0.00 203,868.75 CASH HELD WITH FISCAL AGENT416 10101 0.00 (0.20)CASH417 10100 72,259.24 1,020,110.89 CASH419 10100 111,961.52 111,062.84 CASH420 10100 0.00 (295.00)CASH422 10100 161,251.34 209,915.61 CASH425 10100 1,137,979.65 1,460,713.92 CASH434 10100 2,801,837.47 0.00 CASH435 10100 6,480.05 6,428.93 CASH501 10100 6,676,522.96 16,675,310.76 CASH601 10100 0.00 204,031.50 CASH HELD WITH FISCAL AGENT601 10101 4,722,959.58 4,593,647.10 CASH602 10100 0.00 104,688.51 CASH HELD WITH FISCAL AGENT602 10101 85,319.63 79,660.17 CASH603 10100 0.42 0.42 CASH604 10100 26,989,121.86 38,196,334.04 TOTAL ASSETS 26,989,121.86 0.00 38,196,334.04 Total - All Funds: 54 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 1/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Revenues Dept 00000 52.66 3,774,908.27 0.00 4,199,426.73 7,974,335.00 GENERAL PROPERTY TAXES100-00000-31000 106.45 (645.00)200.00 10,645.00 10,000.00 BUSINESS LICENSE & PERMITS100-00000-32100 112.54 (1,975.00)0.00 17,725.00 15,750.00 ALCOHOL/TOBACCO LICENSES100-00000-32110 70.26 297,421.27 128,494.35 702,578.73 1,000,000.00 BUILDING PERMITS100-00000-32210 86.84 1,750.00 1,725.00 11,550.00 13,300.00 GAS INSTALLATION PERMITS100-00000-32220 109.03 (3,610.00)8,250.00 43,610.00 40,000.00 PLUMBING CONNECTION PERMITS100-00000-32230 148.67 (365.00)70.00 1,115.00 750.00 SIGN PERMITS100-00000-32260 106.09 (3,350.00)12,150.00 58,350.00 55,000.00 MECHANICAL PERMITS100-00000-32270 26.67 2,200.00 400.00 800.00 3,000.00 WETLAND PERMIT FEES100-00000-32290 108.83 (2,616.75)0.00 32,247.75 29,631.00 STATE GRANTS AND AIDS100-00000-33400 96.87 422.42 0.00 13,077.58 13,500.00 POLICE TRAINING REIMBURSEMENT100-00000-33416 111.30 (22,602.20)0.00 222,602.20 200,000.00 MUN STATE AID STREETS - MAINT100-00000-33418 0.00 120,000.00 0.00 0.00 120,000.00 POLICE STATE AID100-00000-33423 0.00 30,000.00 0.00 0.00 30,000.00 AGRICULTURAL MARKET VALUE CREDIT100-00000-33426 67.41 4,562.43 0.00 9,437.57 14,000.00 COUNTY RECYCLING GRANT100-00000-33615 0.00 10,000.00 0.00 0.00 10,000.00 OTHER COUNTY GRANTS AND AIDS100-00000-33620 57.16 77,536.16 0.00 103,463.84 181,000.00 TOWARD ZERO DEATH GRANT100-00000-33640 428.48 (1,642.40)25.00 2,142.40 500.00 CHARGES FOR SERVICES100-00000-34100 94.71 2,910.00 8,500.00 52,090.00 55,000.00 ZONING & SUBDIVISION FEES100-00000-34103 152.56 (139,293.95)75,008.99 404,293.95 265,000.00 BUILDING PERMIT PLAN CHECK FEE100-00000-34104 26.76 1,464.84 165.00 535.16 2,000.00 COPIES/MAPS100-00000-34105 100.00 (25.00)0.00 25.00 0.00 ASSESSMENT SEARCHES100-00000-34107 79.18 15,406.42 10,440.61 58,593.58 74,000.00 OTHER BUILDING RELATED FEES100-00000-34109 63.83 18,082.90 2,478.75 31,917.10 50,000.00 CITY PLANNER REVIEW FEE100-00000-34110 114.75 (590.00)420.00 4,590.00 4,000.00 PUBLIC SAFETY PERMITS100-00000-34200 209.69 (13,163.30)3,725.00 25,163.30 12,000.00 SPECIAL POLICE SERVICES100-00000-34201 100.60 (3.00)26.00 503.00 500.00 POLICE REPORTS100-00000-34203 84.94 2,560.00 1,700.00 14,440.00 17,000.00 PUBLIC WORKS PERMITS AND FEES100-00000-34300 100.00 (17,820.52)0.00 17,820.52 0.00 DUST CONTROL100-00000-34301 0.00 6,000.00 0.00 0.00 6,000.00 ICE & SNOW REMOVAL100-00000-34303 27.62 63,837.50 9,060.00 24,362.50 88,200.00 PUBLIC WORKS REVIEW FEE100-00000-34310 1,028.25 (27,847.64)0.00 30,847.64 3,000.00 RECYCLING100-00000-34400 98.41 92.39 0.00 5,707.61 5,800.00 REFUSE COLLECTION CHARGES100-00000-34403 214.60 (1,718.97)0.00 3,218.97 1,500.00 PARK RENTAL100-00000-34700 21.91 35,140.00 0.00 9,860.00 45,000.00 RECREATION PROGRAMMING100-00000-34790 70.41 8,875.60 2,166.38 21,124.40 30,000.00 FINES100-00000-35100 73.72 1,314.18 0.00 3,685.82 5,000.00 MISCELLANEOUS REVENUES100-00000-36200 188.72 (22,180.28)11,140.37 47,180.28 25,000.00 INTEREST EARNINGS100-00000-36210 120.40 (255.00)0.00 1,505.00 1,250.00 DONATIONS100-00000-36230 577.30 (23,865.00)742.89 28,865.00 5,000.00 REFUNDS/REIMBURSEMENTS100-00000-36400 0.00 65,000.00 0.00 0.00 65,000.00 CABLE FRANCHISE FEE100-00000-38050 100.00 (474.50)0.00 474.50 0.00 SALE OF ASSETS100-00000-39101 0.00 500,000.00 0.00 0.00 500,000.00 TRANSFER FROM OTHER FUND100-00000-39203 56.65 4,755,440.87 276,888.34 6,215,575.13 10,971,016.00 Total Dept 00000 56.65 4,755,440.87 276,888.34 6,215,575.13 10,971,016.00 TOTAL REVENUES Expenditures Dept 41110 - CITY COUNCIL 39.74 11,830.00 0.00 7,800.00 19,630.00 FULL-TIME EMPLOYEES - REGULAR100-41110-50101 40.29 716.50 0.00 483.50 1,200.00 FICA100-41110-50122 56.56 86.88 0.00 113.12 200.00 MEDICARE100-41110-50126 55 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 2/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 112.44 (621.83)0.00 5,621.83 5,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-41110-50207 36.63 633.70 34.68 366.30 1,000.00 OPERATING SUPPLIES100-41110-50210 85.71 15.00 0.00 90.00 105.00 WORKER'S COMPENSATION INSURANCE100-41110-50365 53.34 12,660.25 34.68 14,474.75 27,135.00 Total Dept 41110 - CITY COUNCIL Dept 41320 - CITY ADMINISTRATOR 75.95 39,887.01 14,007.93 125,976.99 165,864.00 FULL-TIME EMPLOYEES - REGULAR100-41320-50101 75.94 2,992.70 1,050.60 9,447.30 12,440.00 PERA100-41320-50121 67.30 3,362.57 838.95 6,921.43 10,284.00 FICA100-41320-50122 63.06 888.47 196.20 1,516.53 2,405.00 MEDICARE100-41320-50126 134.19 (8,137.63)3,486.45 31,938.63 23,801.00 EMPLOYER PAID INSURANCE100-41320-50130 45.06 2,746.86 0.00 2,253.14 5,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-41320-50207 100.00 (78.89)0.00 78.89 0.00 OPERATING SUPPLIES100-41320-50210 0.00 1,500.00 0.00 0.00 1,500.00 PERSONNEL ADMINISTRATION100-41320-50307 0.00 600.00 0.00 0.00 600.00 TELEPHONE100-41320-50321 15.69 4,215.60 0.00 784.40 5,000.00 TRAVEL EXPENSE100-41320-50331 0.00 1,309.00 0.00 0.00 1,309.00 WORKER'S COMPENSATION INSURANCE100-41320-50365 141.10 (616.50)643.51 2,116.50 1,500.00 DUES AND MEMBERSHIPS100-41320-50433 78.81 48,669.19 20,223.64 181,033.81 229,703.00 Total Dept 41320 - CITY ADMINISTRATOR Dept 41400 - ADMINISTRATION 69.21 139,730.27 35,504.96 314,048.73 453,779.00 FULL-TIME EMPLOYEES - REGULAR100-41400-50101 0.51 4,974.50 0.00 25.50 5,000.00 FULL-TIME EMPLOYEES - OVERTIME100-41400-50102 69.26 10,461.22 2,662.87 23,572.78 34,034.00 PERA100-41400-50121 66.43 9,444.48 2,168.56 18,690.52 28,135.00 FICA100-41400-50122 61.34 2,543.98 507.16 4,036.02 6,580.00 MEDICARE100-41400-50126 60.12 36,401.01 5,698.66 54,885.99 91,287.00 EMPLOYER PAID INSURANCE100-41400-50130 55.82 5,301.17 830.20 6,698.83 12,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-41400-50207 100.00 (362.92)0.00 362.92 0.00 OPERATING SUPPLIES100-41400-50210 80.00 1,500.09 0.00 5,999.91 7,500.00 PERSONNEL ADMINISTRATION100-41400-50307 0.00 600.00 0.00 0.00 600.00 TELEPHONE100-41400-50321 56.38 436.22 21.00 563.78 1,000.00 TRAVEL EXPENSE100-41400-50331 368.85 (5,619.00)0.00 7,709.00 2,090.00 WORKER'S COMPENSATION INSURANCE100-41400-50365 44.67 830.00 0.00 670.00 1,500.00 DUES AND MEMBERSHIPS100-41400-50433 67.95 206,241.02 47,393.41 437,263.98 643,505.00 Total Dept 41400 - ADMINISTRATION Dept 41410 - ELECTIONS 0.00 2,000.00 0.00 0.00 2,000.00 OPERATING SUPPLIES100-41410-50210 100.00 (0.30)0.00 0.30 0.00 MISCELLANEOUS EXPENSE100-41410-50430 0.02 1,999.70 0.00 0.30 2,000.00 Total Dept 41410 - ELECTIONS Dept 41500 - FINANCE 74.09 19,241.30 6,460.80 55,025.70 74,267.00 FULL-TIME EMPLOYEES - REGULAR100-41500-50101 80.26 296.13 0.00 1,203.87 1,500.00 FULL-TIME EMPLOYEES - OVERTIME100-41500-50102 100.00 (14,190.39)1,713.00 14,190.39 0.00 PART-TIME EMPLOYEES - REGULAR100-41500-50111 94.53 304.72 613.04 5,265.28 5,570.00 PERA100-41500-50121 95.69 198.50 523.40 4,406.50 4,605.00 FICA100-41500-50122 89.11 117.27 122.41 959.73 1,077.00 MEDICARE100-41500-50126 56 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 3/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 58.04 8,207.46 1,183.66 11,351.54 19,559.00 EMPLOYER PAID INSURANCE100-41500-50130 100.00 (4,123.00)0.00 4,123.00 0.00 UNEMPLOYMENT COMPENSATION100-41500-50140 48.28 1,034.40 0.00 965.60 2,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-41500-50207 89.57 21,684.45 20,194.25 186,315.55 208,000.00 PROFESSIONAL SERVICES100-41500-50300 100.00 (83,632.50)6,290.00 83,632.50 0.00 PROFESSIONAL SERVICES - ACCOUNTING100-41500-50301 100.00 0.00 0.00 1,500.00 1,500.00 PERSONNEL ADMINISTRATION100-41500-50307 0.00 300.00 0.00 0.00 300.00 TRAVEL EXPENSE100-41500-50331 0.00 780.00 0.00 0.00 780.00 WORKER'S COMPENSATION INSURANCE100-41500-50365 10.40 672.00 0.00 78.00 750.00 DUES AND MEMBERSHIPS100-41500-50433 100.00 (98.64)0.00 98.64 0.00 PROPERTY TAXES100-41500-50437 115.38 (49,208.30)37,100.56 369,116.30 319,908.00 Total Dept 41500 - FINANCE Dept 41600 - LEGAL 40.69 50,415.60 3,110.55 34,584.40 85,000.00 PROFESSIONAL SERVICES100-41600-50300 40.69 50,415.60 3,110.55 34,584.40 85,000.00 Total Dept 41600 - LEGAL Dept 41900 - CENTRAL SERVICES 72.62 2,053.13 379.87 5,446.87 7,500.00 OFFICE SUPPLIES100-41900-50200 68.19 7,951.35 2,197.58 17,048.65 25,000.00 OPERATING SUPPLIES100-41900-50210 102.22 (22.21)78.32 1,022.21 1,000.00 MOTOR FUELS100-41900-50212 197.00 (1,454.95)0.00 2,954.95 1,500.00 REPAIR AND MAINTENANCE SUPPLIES - EQUIP.100-41900-50221 208.54 (16,281.27)1,744.04 31,281.27 15,000.00 PROFESSIONAL SERVICES100-41900-50300 6.58 23,354.13 1,060.30 1,645.87 25,000.00 SOFTWARE100-41900-50308 86.11 833.53 485.29 5,166.47 6,000.00 TELEPHONE100-41900-50321 60.44 2,373.88 0.00 3,626.12 6,000.00 POSTAGE100-41900-50322 35.49 11,096.22 87.07 6,103.78 17,200.00 GENERAL NOTICES AND PUB INFO100-41900-50350 75.04 38,687.03 39,029.68 116,312.97 155,000.00 INSURANCE100-41900-50360 60.32 5,951.35 16.91 9,048.65 15,000.00 UTILITY SERVICES100-41900-50380 90.97 2,707.81 6,636.16 27,292.19 30,000.00 ELECTRIC UTILITIES100-41900-50381 1,670.64 (1,570.64)0.00 1,670.64 100.00 WATER & SEWER100-41900-50382 7.79 13,831.11 86.92 1,168.89 15,000.00 REPAIR AND MAINTENANCE - CONTRACT100-41900-50400 60.54 9,865.03 2,313.02 15,134.97 25,000.00 REPAIR AND MAINTENANCE - BUILDING100-41900-50401 3.64 4,817.79 0.00 182.21 5,000.00 REPAIR AND MAINTENANCE - VEHICLE100-41900-50403 0.00 7,500.00 0.00 0.00 7,500.00 REPAIR AND MAINTENANCE - MACHINERY/EQUIP100-41900-50404 132.12 (240.91)16.93 990.91 750.00 OFFICE EQUIPMENT RENTAL100-41900-50413 100.00 (223.85)0.00 223.85 0.00 MISCELLANEOUS EXPENSE100-41900-50430 13.00 348.00 12.00 52.00 400.00 BANKING CHARGES100-41900-50431 3.14 4,842.98 5.88 157.02 5,000.00 CREDIT CARD FEES100-41900-50432 110.51 (3,152.00)0.00 33,152.00 30,000.00 DUES AND MEMBERSHIPS100-41900-50433 0.00 198,303.00 0.00 0.00 198,303.00 TRANSFERS100-41900-50700 47.30 311,570.51 54,149.97 279,682.49 591,253.00 Total Dept 41900 - CENTRAL SERVICES Dept 41910 - PLANNING & ZONING 71.79 60,141.66 17,521.44 153,041.34 213,183.00 FULL-TIME EMPLOYEES - REGULAR100-41910-50101 16.82 831.84 168.16 168.16 1,000.00 FULL-TIME EMPLOYEES - OVERTIME100-41910-50102 71.53 4,573.30 1,326.72 11,490.70 16,064.00 PERA100-41910-50121 64.44 4,721.98 1,057.63 8,558.02 13,280.00 FICA100-41910-50122 59.70 1,251.64 247.35 1,854.36 3,106.00 MEDICARE100-41910-50126 56.53 24,190.76 3,344.68 31,454.24 55,645.00 EMPLOYER PAID INSURANCE100-41910-50130 26.03 7,322.85 284.80 2,577.15 9,900.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-41910-50207 57 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 4/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 21.44 471.39 39.51 128.61 600.00 OPERATING SUPPLIES100-41910-50210 34.93 57,325.85 8,112.50 30,774.15 88,100.00 PROFESSIONAL SERVICES100-41910-50300 66.67 1,500.00 0.00 3,000.00 4,500.00 PERSONNEL ADMINISTRATION100-41910-50307 33.33 3,066.64 0.00 1,533.36 4,600.00 SOFTWARE100-41910-50308 39.51 1,006.00 0.00 657.00 1,663.00 WORKER'S COMPENSATION INSURANCE100-41910-50365 45.57 1,007.00 0.00 843.00 1,850.00 DUES AND MEMBERSHIPS100-41910-50433 59.51 167,410.91 32,102.79 246,080.09 413,491.00 Total Dept 41910 - PLANNING & ZONING Dept 41920 - INFORMATION TECHNOLOGY 68.80 28,024.00 8,320.00 61,792.00 89,816.00 FULL-TIME EMPLOYEES - REGULAR100-41920-50101 68.79 2,102.60 624.00 4,634.40 6,737.00 PERA100-41920-50121 70.78 1,627.19 530.50 3,941.81 5,569.00 FICA100-41920-50122 70.75 381.10 124.07 921.90 1,303.00 MEDICARE100-41920-50126 110.22 (1,202.10)1,740.91 12,960.10 11,758.00 EMPLOYER PAID INSURANCE100-41920-50130 100.00 (23,510.36)3,373.07 23,510.36 0.00 OPERATING SUPPLIES100-41920-50210 64.80 15,839.96 3,466.41 29,160.04 45,000.00 REPAIR AND MAINTENANCE SUPPLIES - EQUIP.100-41920-50221 55.65 66,521.11 4,031.88 83,478.89 150,000.00 PROFESSIONAL SERVICES100-41920-50300 0.00 1,500.00 0.00 0.00 1,500.00 PERSONNEL ADMINISTRATION100-41920-50307 212.32 (28,080.50)11,561.94 53,080.50 25,000.00 SOFTWARE100-41920-50308 0.00 410.00 0.00 0.00 410.00 WORKER'S COMPENSATION INSURANCE100-41920-50365 100.00 (480.00)480.00 480.00 0.00 REPAIR AND MAINTENANCE - CONTRACT100-41920-50400 81.27 63,133.00 34,252.78 273,960.00 337,093.00 Total Dept 41920 - INFORMATION TECHNOLOGY Dept 42100 - POLICE 70.71 434,336.40 121,013.11 1,048,780.60 1,483,117.00 FULL-TIME EMPLOYEES - REGULAR100-42100-50101 79.53 11,222.57 6,227.52 43,593.43 54,816.00 FULL-TIME EMPLOYEES - OVERTIME100-42100-50102 42.26 18,188.87 4,370.73 13,311.13 31,500.00 FULL-TIME EMPLOYEES - EVENT PAY100-42100-50103 31.49 118,062.67 4,694.91 54,257.33 172,320.00 PART-TIME EMPLOYEES - REGULAR100-42100-50111 100.00 (333.23)333.23 333.23 0.00 PART-TIME EMPLOYEES - OVERTIME100-42100-50112 314.69 (22,542.86)2,606.25 33,042.86 10,500.00 PART-TIME EMPLOYEES - EVENT PAY100-42100-50113 66.36 103,715.43 23,707.72 204,575.57 308,291.00 PERA100-42100-50121 (45.91)9,866.65 581.80 (3,104.65)6,762.00 FICA100-42100-50122 60.91 9,383.25 1,961.12 14,620.75 24,004.00 MEDICARE100-42100-50126 82.75 50,045.83 27,888.96 240,119.17 290,165.00 EMPLOYER PAID INSURANCE100-42100-50130 108.75 (1,750.00)0.00 21,750.00 20,000.00 HEALTH INSURANCE SEVERANCE PAYMENT100-42100-50150 73.80 1,048.09 774.35 2,951.91 4,000.00 OFFICE SUPPLIES100-42100-50200 96.25 1,687.63 3,097.46 43,312.37 45,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-42100-50207 2.50 3,900.00 100.00 100.00 4,000.00 POLICE RESERVES100-42100-50209 57.26 15,384.82 (358.41)20,615.18 36,000.00 OPERATING SUPPLIES100-42100-50210 70.28 13,374.75 2,419.10 31,625.25 45,000.00 MOTOR FUELS100-42100-50212 80.03 2,795.80 197.61 11,204.20 14,000.00 REPAIR AND MAINTENANCE SUPPLIES100-42100-50220 66.84 2,486.90 774.29 5,013.10 7,500.00 BUILDING REPAIR SUPPLIES100-42100-50223 70.62 9,402.00 0.00 22,598.00 32,000.00 PROFESSIONAL SERVICES100-42100-50300 53.16 18,736.50 2,552.00 21,263.50 40,000.00 LEGAL FEES100-42100-50304 69.50 1,219.92 218.68 2,780.08 4,000.00 PRISONER100-42100-50305 84.16 3,563.09 0.00 18,936.91 22,500.00 PERSONNEL ADMINISTRATION100-42100-50307 41.05 22,755.75 8,913.28 15,844.25 38,600.00 SOFTWARE100-42100-50308 52.78 6,846.67 906.15 7,653.33 14,500.00 TELEPHONE100-42100-50321 0.00 100.00 0.00 0.00 100.00 POSTAGE100-42100-50322 71.17 7,322.88 2,296.05 18,077.12 25,400.00 RADIO UNITS100-42100-50323 94.75 7,094.00 0.00 127,906.00 135,000.00 WORKER'S COMPENSATION INSURANCE100-42100-50365 0.00 1,000.00 0.00 0.00 1,000.00 REPAIR AND MAINTENANCE - CONTRACT100-42100-50400 58 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 5/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 9.93 13,510.93 1,046.44 1,489.07 15,000.00 REPAIR AND MAINTENANCE - VEHICLE100-42100-50403 126.03 (7,029.32)4,203.80 34,029.32 27,000.00 UNIFORMS100-42100-50417 100.00 (362.87)0.00 362.87 0.00 MISCELLANEOUS EXPENSE100-42100-50430 18.67 1,219.96 31.54 280.04 1,500.00 CREDIT CARD FEES100-42100-50432 81.24 656.43 39.07 2,843.57 3,500.00 DUES AND MEMBERSHIPS100-42100-50433 59.40 68,614.43 0.00 100,385.57 169,000.00 GRANT DISBURSEMENT100-42100-50435 27.36 2,905.66 43.98 1,094.34 4,000.00 POLICE K9100-42100-50438 69.95 928,429.60 220,640.74 2,161,645.40 3,090,075.00 Total Dept 42100 - POLICE Dept 42102 - POLICE ADMINISTRATION 70.86 48,633.96 13,480.00 118,254.04 166,888.00 FULL-TIME EMPLOYEES - REGULAR100-42102-50101 2.70 972.96 13.52 27.04 1,000.00 FULL-TIME EMPLOYEES - OVERTIME100-42102-50102 56.79 13,883.57 2,186.72 18,244.43 32,128.00 PART-TIME EMPLOYEES - REGULAR100-42102-50111 59.47 6,049.70 1,012.01 8,877.30 14,927.00 PERA100-42102-50121 65.72 4,229.40 963.15 8,109.60 12,339.00 FICA100-42102-50122 59.88 1,157.80 225.25 1,728.20 2,886.00 MEDICARE100-42102-50126 110.01 (2,843.20)3,239.42 31,255.20 28,412.00 EMPLOYER PAID INSURANCE100-42102-50130 46.85 1,594.38 369.00 1,405.62 3,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-42102-50207 0.00 3,000.00 0.00 0.00 3,000.00 PERSONNEL ADMINISTRATION100-42102-50307 0.00 920.00 0.00 0.00 920.00 WORKER'S COMPENSATION INSURANCE100-42102-50365 70.77 77,598.57 21,489.07 187,901.43 265,500.00 Total Dept 42102 - POLICE ADMINISTRATION Dept 42151 - EMERGENCY MANAGEMENT 15.63 2,531.00 250.00 469.00 3,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-42151-50207 103.97 (238.38)0.00 6,238.38 6,000.00 OPERATING SUPPLIES100-42151-50210 28.10 1,078.48 0.00 421.52 1,500.00 ELECTRIC UTILITIES100-42151-50381 126.61 (478.92)0.00 2,278.92 1,800.00 REPAIR AND MAINTENANCE - MACHINERY/EQUIP100-42151-50404 60.00 200.00 0.00 300.00 500.00 DUES AND MEMBERSHIPS100-42151-50433 75.84 3,092.18 250.00 9,707.82 12,800.00 Total Dept 42151 - EMERGENCY MANAGEMENT Dept 42200 - FIRE 75.07 169,096.45 0.00 509,282.55 678,379.00 PROFESSIONAL SERVICES100-42200-50300 75.07 169,096.45 0.00 509,282.55 678,379.00 Total Dept 42200 - FIRE Dept 42400 - BUILDING INSPECTION 69.81 65,817.60 17,305.68 152,203.40 218,021.00 FULL-TIME EMPLOYEES - REGULAR100-42400-50101 89.86 202.74 386.88 1,797.26 2,000.00 FULL-TIME EMPLOYEES - OVERTIME100-42400-50102 70.63 4,801.93 1,326.94 11,550.07 16,352.00 PERA100-42400-50121 69.11 4,175.65 1,103.59 9,342.35 13,518.00 FICA100-42400-50122 64.99 1,106.86 258.09 2,055.14 3,162.00 MEDICARE100-42400-50126 86.22 4,962.48 3,217.67 31,046.52 36,009.00 EMPLOYER PAID INSURANCE100-42400-50130 36.53 5,236.60 0.00 3,013.40 8,250.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-42400-50207 115.74 (70,837.35)58,321.68 520,837.35 450,000.00 PROFESSIONAL SERVICES100-42400-50300 63.30 12,845.20 2,001.30 22,154.80 35,000.00 ENGINEERING FEES100-42400-50303 100.00 0.00 0.00 3,000.00 3,000.00 PERSONNEL ADMINISTRATION100-42400-50307 100.00 0.00 0.00 385.00 385.00 SOFTWARE100-42400-50308 26.46 367.70 0.00 132.30 500.00 TRAVEL EXPENSE100-42400-50331 0.00 5,320.00 0.00 0.00 5,320.00 WORKER'S COMPENSATION INSURANCE100-42400-50365 59 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 6/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 33.64 995.43 62.59 504.57 1,500.00 CREDIT CARD FEES100-42400-50432 38.02 619.77 0.00 380.23 1,000.00 DUES AND MEMBERSHIPS100-42400-50433 95.51 35,614.61 83,984.42 758,402.39 794,017.00 Total Dept 42400 - BUILDING INSPECTION Dept 43100 - HIGHWAYS, STREETS & ROADWAYS 65.84 272,970.26 59,533.09 526,063.74 799,034.00 FULL-TIME EMPLOYEES - REGULAR100-43100-50101 53.26 24,771.87 1,725.47 28,228.13 53,000.00 FULL-TIME EMPLOYEES - OVERTIME100-43100-50102 95.83 1,587.93 7,770.56 36,536.07 38,124.00 PART-TIME EMPLOYEES - REGULAR100-43100-50111 100.00 (109.75)0.00 109.75 0.00 PART-TIME EMPLOYEES - OVERTIME100-43100-50112 69.37 18,356.06 4,594.39 41,571.94 59,928.00 PERA100-43100-50121 62.95 19,228.68 4,088.78 32,675.32 51,904.00 FICA100-43100-50122 58.20 5,073.79 956.24 7,065.21 12,139.00 MEDICARE100-43100-50126 77.17 37,105.14 12,481.30 125,396.86 162,502.00 EMPLOYER PAID INSURANCE100-43100-50130 57.49 425.15 0.00 574.85 1,000.00 OFFICE SUPPLIES100-43100-50200 19.26 6,055.30 227.18 1,444.70 7,500.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-43100-50207 41.36 26,388.70 673.86 18,611.30 45,000.00 OPERATING SUPPLIES100-43100-50210 0.00 20,000.00 0.00 0.00 20,000.00 STREETSCAPE BEAUTIFICATION100-43100-50211 43.96 36,423.73 4,918.66 28,576.27 65,000.00 MOTOR FUELS100-43100-50212 19.83 62,932.47 496.74 15,567.53 78,500.00 REPAIR AND MAINTENANCE SUPPLIES100-43100-50220 58.69 8,261.24 0.00 11,738.76 20,000.00 BUILDING REPAIR SUPPLIES100-43100-50223 61.95 17,124.73 15,193.00 27,875.27 45,000.00 LANDSCAPE/DITCH MATERIALS100-43100-50225 3.60 9,639.72 0.00 360.28 10,000.00 SIGN REPAIR MATERIALS100-43100-50226 100.00 (615.00)0.00 615.00 0.00 PROFESSIONAL SERVICES100-43100-50300 53.13 5,625.00 0.00 6,375.00 12,000.00 PERSONNEL ADMINISTRATION100-43100-50307 34.90 8,137.34 544.40 4,362.66 12,500.00 TELEPHONE100-43100-50321 55.93 2,203.52 349.56 2,796.48 5,000.00 RADIO UNITS100-43100-50323 80.18 8,041.00 0.00 32,529.00 40,570.00 WORKER'S COMPENSATION INSURANCE100-43100-50365 51.52 10,666.34 421.32 11,333.66 22,000.00 UTILITY SERVICES100-43100-50380 22.85 46,288.30 2,759.31 13,711.70 60,000.00 ELECTRIC UTILITIES100-43100-50381 19.77 8,022.93 305.50 1,977.07 10,000.00 REPAIR AND MAINTENANCE - CONTRACT100-43100-50400 17.40 8,260.01 0.00 1,739.99 10,000.00 REPAIR AND MAINTENANCE - BUILDING100-43100-50401 0.54 12,432.21 67.79 67.79 12,500.00 REPAIR AND MAINTENANCE - VEHICLE100-43100-50403 86.89 1,966.40 1,245.51 13,033.60 15,000.00 UNIFORMS100-43100-50417 213.46 (567.30)0.00 1,067.30 500.00 MISCELLANEOUS EXPENSE100-43100-50430 59.45 676,695.77 118,352.66 992,005.23 1,668,701.00 Total Dept 43100 - HIGHWAYS, STREETS & ROADWAYS Dept 43121 - PAVED STREETS 32.89 16,777.57 2,956.63 8,222.43 25,000.00 STREET MAINTENANCE MATERIALS100-43121-50224 27.13 255,034.49 0.00 94,965.51 350,000.00 REPAIR AND MAINTENANCE - CONTRACT100-43121-50400 27.52 271,812.06 2,956.63 103,187.94 375,000.00 Total Dept 43121 - PAVED STREETS Dept 43122 - UNPAVED STREETS 106.78 (11,187.64)0.00 176,187.64 165,000.00 STREET MAINTENANCE MATERIALS100-43122-50224 95.38 16,165.69 0.00 333,834.31 350,000.00 REPAIR AND MAINTENANCE - CONTRACT100-43122-50400 99.03 4,978.05 0.00 510,021.95 515,000.00 Total Dept 43122 - UNPAVED STREETS Dept 43125 - ICE & SNOW REMOVAL 28.64 49,955.31 0.00 20,044.69 70,000.00 OPERATING SUPPLIES100-43125-50210 60 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 7/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 0.00 2,100.00 0.00 0.00 2,100.00 PROFESSIONAL SERVICES100-43125-50300 27.80 52,055.31 0.00 20,044.69 72,100.00 Total Dept 43125 - ICE & SNOW REMOVAL Dept 43170 - ENGINEERING 66.47 64,516.28 14,281.60 127,868.72 192,385.00 FULL-TIME EMPLOYEES - REGULAR100-43170-50101 100.00 (40.54)0.00 40.54 0.00 FULL-TIME EMPLOYEES - OVERTIME100-43170-50102 66.49 4,835.79 1,071.12 9,593.21 14,429.00 PERA100-43170-50121 55.80 5,272.77 782.48 6,655.23 11,928.00 FICA100-43170-50122 52.58 1,323.00 183.01 1,467.00 2,790.00 MEDICARE100-43170-50126 71.69 10,796.62 2,483.66 27,345.38 38,142.00 EMPLOYER PAID INSURANCE100-43170-50130 56.51 34,792.95 3,514.45 45,207.05 80,000.00 PROFESSIONAL SERVICES100-43170-50300 8.33 4,125.00 0.00 375.00 4,500.00 PERSONNEL ADMINISTRATION100-43170-50307 25.63 9,295.79 0.00 3,204.21 12,500.00 WATERSHED LGU100-43170-50309 0.00 8,210.00 0.00 0.00 8,210.00 WORKER'S COMPENSATION INSURANCE100-43170-50365 60.77 143,127.66 22,316.32 221,756.34 364,884.00 Total Dept 43170 - ENGINEERING Dept 43201 - RECYCLING 170.43 (2,535.42)0.00 6,135.42 3,600.00 OPERATING SUPPLIES100-43201-50210 94.55 544.84 1,203.15 9,455.16 10,000.00 PROFESSIONAL SERVICES100-43201-50300 114.64 (1,990.58)1,203.15 15,590.58 13,600.00 Total Dept 43201 - RECYCLING Dept 45100 - RECREATION 70.55 36,680.50 10,046.48 87,854.50 124,535.00 FULL-TIME EMPLOYEES - REGULAR100-45100-50101 36.63 380.22 56.05 219.78 600.00 FULL-TIME EMPLOYEES - OVERTIME100-45100-50102 45.10 16,468.29 1,934.40 13,528.71 29,997.00 PART-TIME EMPLOYEES - REGULAR100-45100-50111 56.99 4,984.44 757.69 6,605.56 11,590.00 PERA100-45100-50121 62.72 3,571.48 743.28 6,009.52 9,581.00 FICA100-45100-50122 60.23 891.32 173.82 1,349.68 2,241.00 MEDICARE100-45100-50126 36.20 29,828.13 1,781.59 16,920.87 46,749.00 EMPLOYER PAID INSURANCE100-45100-50130 11.50 3,540.00 460.00 460.00 4,000.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-45100-50207 29.27 16,266.93 402.52 6,733.07 23,000.00 OPERATING SUPPLIES100-45100-50210 34.88 14,390.96 415.59 7,709.04 22,100.00 COMMUNITY ENGAGEMENT PROGRAM100-45100-50213 21.11 3,550.00 0.00 950.00 4,500.00 PROFESSIONAL SERVICES100-45100-50300 50.00 1,500.00 0.00 1,500.00 3,000.00 PERSONNEL ADMINISTRATION100-45100-50307 0.00 3,919.00 0.00 0.00 3,919.00 WORKER'S COMPENSATION INSURANCE100-45100-50365 89.00 22.00 0.00 178.00 200.00 UNIFORMS100-45100-50417 15.61 3,375.72 9.97 624.28 4,000.00 CREDIT CARD FEES100-45100-50432 70.83 175.00 0.00 425.00 600.00 DUES AND MEMBERSHIPS100-45100-50433 51.98 139,543.99 16,781.39 151,068.01 290,612.00 Total Dept 45100 - RECREATION Dept 45200 - PARKS 0.03 52,255.48 0.00 15.52 52,271.00 PART-TIME EMPLOYEES - REGULAR100-45200-50111 0.00 3,920.00 0.00 0.00 3,920.00 PERA100-45200-50121 0.03 3,240.04 0.00 0.96 3,241.00 FICA100-45200-50122 0.03 757.77 0.00 0.23 758.00 MEDICARE100-45200-50126 100.00 0.00 100.00 100.00 100.00 TRAINING AND INSTRUCTIONAL SUPPLIES100-45200-50207 21.21 39,394.06 2,750.02 10,605.94 50,000.00 OPERATING SUPPLIES100-45200-50210 60.11 19,943.05 976.00 30,056.95 50,000.00 REPAIR AND MAINTENANCE SUPPLIES - EQUIP.100-45200-50221 61 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 8/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 100 - GENERAL FUND Expenditures 128.20 (282.02)14.16 1,282.02 1,000.00 PROFESSIONAL SERVICES100-45200-50300 0.00 2,000.00 0.00 0.00 2,000.00 TELEPHONE100-45200-50321 204.95 (5,741.00)0.00 11,211.00 5,470.00 WORKER'S COMPENSATION INSURANCE100-45200-50365 58.22 3,133.86 23.54 4,366.14 7,500.00 UTILITY SERVICES100-45200-50380 43.24 1,418.92 0.00 1,081.08 2,500.00 ELECTRIC UTILITIES100-45200-50381 62.86 928.59 0.00 1,571.41 2,500.00 WATER & SEWER100-45200-50382 100.00 (2,149.85)0.00 2,149.85 0.00 SNOWMOBILE TRAIL MAINTENANCE100-45200-50405 100.00 (30,097.90)0.00 30,097.90 0.00 IMPROVEMENTS OTHER THAN BLDGS100-45200-50530 51.05 88,721.00 3,863.72 92,539.00 181,260.00 Total Dept 45200 - PARKS 68.99 3,401,666.55 720,206.48 7,569,349.45 10,971,016.00 TOTAL EXPENDITURES 100.00 1,353,774.32 (443,318.14)(1,353,774.32)0.00 NET OF REVENUES & EXPENDITURES 68.99 3,401,666.55 720,206.48 7,569,349.45 10,971,016.00 TOTAL EXPENDITURES 56.65 4,755,440.87 276,888.34 6,215,575.13 10,971,016.00 TOTAL REVENUES Fund 100 - GENERAL FUND: 62 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 9/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 601 - WATER Revenues Dept 00000 100.00 (18,772.46)0.00 18,772.46 0.00 SPECIAL ASSESSMENTS601-00000-36100 100.00 (186.77)186.77 186.77 0.00 MISCELLANEOUS REVENUES601-00000-36200 744.62 (96,692.82)21,063.49 111,692.82 15,000.00 INTEREST EARNINGS601-00000-36210 88.44 13,350.00 22,320.00 102,150.00 115,500.00 WATER METERS601-00000-37101 92.88 35.59 250.27 464.41 500.00 BULK WATER SALES601-00000-37102 80.77 159,204.41 98,039.98 668,795.59 828,000.00 WATER RESIDENTIAL USAGE601-00000-37110 0.00 26,600.00 0.00 0.00 26,600.00 WATER MULTI-RESIDENTAL USAGE601-00000-37120 61.65 12,963.15 4,037.51 20,836.85 33,800.00 WATER COMMERCIAL/INDUSTRIAL601-00000-37130 4,147.92 (4,047.92)705.98 4,147.92 100.00 WATER PENALTY601-00000-37160 84.62 63,328.66 68,640.00 348,511.34 411,840.00 WATER CONNECTION CHARGE601-00000-37170 71.61 910,921.91 0.00 2,297,478.09 3,208,400.00 WATER TRUNK CHARGES (TLAC)601-00000-37180 77.01 1,066,703.75 215,244.00 3,573,036.25 4,639,740.00 Total Dept 00000 77.01 1,066,703.75 215,244.00 3,573,036.25 4,639,740.00 TOTAL REVENUES Expenditures Dept 47000 - DEBT SERVICE 100.00 (300.00)0.00 300.00 0.00 FISCAL AGENT FEE601-47000-50620 100.00 (300.00)0.00 300.00 0.00 Total Dept 47000 - DEBT SERVICE Dept 49400 - WATER 66.67 51,248.85 15,616.09 102,521.15 153,770.00 FULL-TIME EMPLOYEES - REGULAR601-49400-50101 100.00 (1,934.76)577.65 1,934.76 0.00 FULL-TIME EMPLOYEES - OVERTIME601-49400-50102 67.93 3,698.80 1,214.53 7,834.20 11,533.00 PERA601-49400-50121 65.58 3,281.94 984.20 6,252.06 9,534.00 FICA601-49400-50122 65.57 767.80 230.18 1,462.20 2,230.00 MEDICARE601-49400-50126 55.98 12,932.45 2,429.52 16,446.55 29,379.00 EMPLOYER PAID INSURANCE601-49400-50130 110.97 (548.53)1,118.28 5,548.53 5,000.00 OFFICE SUPPLIES601-49400-50200 17.39 3,717.49 0.00 782.51 4,500.00 TRAINING AND INSTRUCTIONAL SUPPLIES601-49400-50207 319.01 (21,900.78)3,117.30 31,900.78 10,000.00 OPERATING SUPPLIES601-49400-50210 27.59 18,103.65 1,929.10 6,896.35 25,000.00 REPAIR AND MAINTENANCE SUPPLIES601-49400-50220 117.38 (17,376.11)2,020.20 117,376.11 100,000.00 UTILITY SYSTEM MAINTENANCE SUPPLIES601-49400-50227 87.70 7,379.80 5,589.80 52,620.20 60,000.00 PROFESSIONAL SERVICES601-49400-50300 147.87 (4,787.30)(5,579.60)14,787.30 10,000.00 ENGINEERING FEES601-49400-50303 0.00 5,000.00 0.00 0.00 5,000.00 LEGAL FEES601-49400-50304 14.32 42,840.49 6,511.69 7,159.51 50,000.00 INSPECTIONS601-49400-50306 25.00 1,125.00 0.00 375.00 1,500.00 PERSONNEL ADMINISTRATION601-49400-50307 57.74 21,976.12 0.00 30,023.88 52,000.00 OTHER PROFESSIONAL SERVICES601-49400-50310 40.00 198,008.27 0.00 131,991.73 330,000.00 WATER PURCHASED601-49400-50311 13.13 11,987.59 500.00 1,812.41 13,800.00 POSTAGE601-49400-50322 0.00 500.00 0.00 0.00 500.00 GENERAL NOTICES AND PUB INFO601-49400-50350 0.00 1,500.00 0.00 0.00 1,500.00 INSURANCE601-49400-50360 11.08 5,551.00 0.00 692.00 6,243.00 WORKER'S COMPENSATION INSURANCE601-49400-50365 287.60 (2,813.98)637.89 4,313.98 1,500.00 UTILITY SERVICES601-49400-50380 1,522.54 (7,112.70)6,845.16 7,612.70 500.00 ELECTRIC UTILITIES601-49400-50381 7.00 1,394.98 19.01 105.02 1,500.00 REPAIR AND MAINTENANCE - CONTRACT601-49400-50400 86.32 68.40 76.19 431.60 500.00 OFFICE EQUIPMENT RENTAL601-49400-50413 30.91 259,083.16 12,879.00 115,916.84 375,000.00 DEPRECIATION601-49400-50420 100.00 (6,792.53)0.00 6,792.53 0.00 MISCELLANEOUS EXPENSE601-49400-50430 69.93 3,007.29 1,105.69 6,992.71 10,000.00 CREDIT CARD FEES601-49400-50432 60.27 596.00 0.00 904.00 1,500.00 DUES AND MEMBERSHIPS601-49400-50433 63 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 10/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 601 - WATER Expenditures 0.00 551,600.00 0.00 0.00 551,600.00 DEBT SERVICE PRINICPAL601-49400-50600 99.50 4,672.99 0.00 921,512.01 926,185.00 DEBT SERVICE INTEREST601-49400-50610 0.00 376,243.00 0.00 0.00 376,243.00 INTERFUND TRANSFERS601-49400-50720 51.28 1,523,018.38 57,821.88 1,602,998.62 3,126,017.00 Total Dept 49400 - WATER 51.29 1,522,718.38 57,821.88 1,603,298.62 3,126,017.00 TOTAL EXPENDITURES 130.13 (456,014.63)157,422.12 1,969,737.63 1,513,723.00 NET OF REVENUES & EXPENDITURES 51.29 1,522,718.38 57,821.88 1,603,298.62 3,126,017.00 TOTAL EXPENDITURES 77.01 1,066,703.75 215,244.00 3,573,036.25 4,639,740.00 TOTAL REVENUES Fund 601 - WATER: 64 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 11/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 602 - SEWER Revenues Dept 00000 100.00 (4,693.11)0.00 4,693.11 0.00 SPECIAL ASSESSMENTS602-00000-36100 155.58 (4,724.18)10,147.38 13,224.18 8,500.00 MISCELLANEOUS REVENUES602-00000-36200 296.65 (29,497.67)14,901.07 44,497.67 15,000.00 INTEREST EARNINGS602-00000-36210 79.31 176,656.20 80,772.53 677,343.80 854,000.00 SEWER RESIDENTIAL602-00000-37210 41.22 17,635.48 1,565.15 12,364.52 30,000.00 SEWER COMMERCIAL/INDUSTRIAL602-00000-37230 3,175.33 (3,075.33)291.75 3,175.33 100.00 SEWER PENALTY602-00000-37260 84.62 62,657.55 67,897.50 344,742.45 407,400.00 SEWER ACCESS CHARGES-CITY602-00000-37275 14.58 710,370.00 0.00 121,230.00 831,600.00 SEWER TRUNK CHARGES602-00000-37280 56.89 925,328.94 175,575.38 1,221,271.06 2,146,600.00 Total Dept 00000 56.89 925,328.94 175,575.38 1,221,271.06 2,146,600.00 TOTAL REVENUES Expenditures Dept 49450 - SEWER 61.27 64,794.86 15,616.09 102,521.14 167,316.00 FULL-TIME EMPLOYEES - REGULAR602-49450-50101 100.00 (1,934.76)577.65 1,934.76 0.00 FULL-TIME EMPLOYEES - OVERTIME602-49450-50102 62.43 4,714.80 1,214.53 7,834.20 12,549.00 PERA602-49450-50121 60.27 4,121.94 984.20 6,252.06 10,374.00 FICA602-49450-50122 60.25 964.81 230.17 1,462.19 2,427.00 MEDICARE602-49450-50126 48.26 17,635.47 2,429.52 16,446.53 34,082.00 EMPLOYER PAID INSURANCE602-49450-50130 2,170.91 (5,177.28)1,118.26 5,427.28 250.00 OFFICE SUPPLIES602-49450-50200 0.83 1,487.50 0.00 12.50 1,500.00 TRAINING AND INSTRUCTIONAL SUPPLIES602-49450-50207 272.22 (5,166.50)2,747.34 8,166.50 3,000.00 OPERATING SUPPLIES602-49450-50210 8.31 18,337.81 413.65 1,662.19 20,000.00 REPAIR AND MAINTENANCE SUPPLIES602-49450-50220 1.68 60,958.75 0.00 1,041.25 62,000.00 PROFESSIONAL SERVICES602-49450-50300 66.70 3,330.30 76.00 6,669.70 10,000.00 ENGINEERING FEES602-49450-50303 0.00 2,500.00 0.00 0.00 2,500.00 LEGAL FEES602-49450-50304 14.45 8,555.06 797.11 1,444.94 10,000.00 INSPECTIONS602-49450-50306 25.00 1,125.00 0.00 375.00 1,500.00 PERSONNEL ADMINISTRATION602-49450-50307 83.23 61,714.10 30,613.59 306,285.90 368,000.00 MCES SEWAGE TREATMENT602-49450-50312 72.00 700.00 500.00 1,800.00 2,500.00 POSTAGE602-49450-50322 0.00 500.00 0.00 0.00 500.00 GENERAL NOTICES AND PUB INFO602-49450-50350 0.00 500.00 0.00 0.00 500.00 INSURANCE602-49450-50360 (12.30)2,246.00 0.00 (246.00)2,000.00 WORKER'S COMPENSATION INSURANCE602-49450-50365 232.13 (1,981.97)637.91 3,481.97 1,500.00 UTILITY SERVICES602-49450-50380 57.94 1,892.66 0.00 2,607.34 4,500.00 ELECTRIC UTILITIES602-49450-50381 3.50 2,895.01 19.01 104.99 3,000.00 REPAIR AND MAINTENANCE - CONTRACT602-49450-50400 86.32 68.39 76.19 431.61 500.00 OFFICE EQUIPMENT RENTAL602-49450-50413 75.66 50,860.97 17,571.00 158,139.03 209,000.00 DEPRECIATION602-49450-50420 100.00 (234,431.25)0.00 234,431.25 0.00 MISCELLANEOUS EXPENSE602-49450-50430 69.93 3,007.32 1,105.70 6,992.68 10,000.00 CREDIT CARD FEES602-49450-50432 51.93 721.00 0.00 779.00 1,500.00 DUES AND MEMBERSHIPS602-49450-50433 0.00 88,400.00 0.00 0.00 88,400.00 DEBT SERVICE PRINICPAL602-49450-50600 100.00 (0.01)0.00 33,788.01 33,788.00 DEBT SERVICE INTEREST602-49450-50610 0.00 392,611.00 0.00 0.00 392,611.00 INTERFUND TRANSFERS602-49450-50720 62.50 545,950.98 76,727.92 909,846.02 1,455,797.00 Total Dept 49450 - SEWER 62.50 545,950.98 76,727.92 909,846.02 1,455,797.00 TOTAL EXPENDITURES 65 REVENUE AND EXPENDITURE REPORT FOR CITY OF CORCORAN 12/12Page:11/06/2025 07:35 AM User: tsteffen DB: Corcoran PERIOD ENDING 09/30/2025 % BDGT USED AVAILABLE BALANCE ACTIVITY FOR MONTH 09/30/2025 YTD BALANCE 09/30/2025 2025 AMENDED BUDGETDESCRIPTIONGL NUMBER Fund 602 - SEWER 45.08 379,377.96 98,847.46 311,425.04 690,803.00 NET OF REVENUES & EXPENDITURES 62.50 545,950.98 76,727.92 909,846.02 1,455,797.00 TOTAL EXPENDITURES 56.89 925,328.94 175,575.38 1,221,271.06 2,146,600.00 TOTAL REVENUES Fund 602 - SEWER: 42.07 1,277,137.65 (187,048.56)927,388.35 2,204,526.00 NET OF REVENUES & EXPENDITURES 64.83 5,470,335.91 854,756.28 10,082,494.09 15,552,830.00 TOTAL EXPENDITURES - ALL FUNDS 62.00 6,747,473.56 667,707.72 11,009,882.44 17,757,356.00 TOTAL REVENUES - ALL FUNDS 66 STAFF REPORT Agenda Item: 6.e Council Meeting: November 13, 2025 Prepared By: Jay Tobin, City Administrator Topic: Authorization to Recruit and Hire Finance Director Action Required: Authorization Summary Corcoran's City Administrator has had to fill the gap for significant finance operations responsibilities typically in the scope of a Finance Director (aka Finance Manager) since December 2023. Additionally, financial operations have relied on substantial assistance from Abdo to add much needed capacity, skill, and experience through professional services contracts. The past two years, that partnership has successfully resolved systemic problems which required the expert assistance of Abdo's teams amidst the dynamic complexity of financial operations in our growing city. Consequently, the "Finance Manager" job description was updated accordingly to "Finance Director" reflecting the necessity of education, skill, and experience to meet these better understood demands during the recent Compensation and Classification Study. Staff forecasted a transition in the 2026 Budget from reliance on Abdo's professional services contracts to a Finance Director midway through 2026. Concerns about the growing cost of Abdo professional services contracts (escalators in the contact language) in 2026, compounded with the reality of negative transitional impacts as a result of Abdo's recent unexpected personnel changes, staff has come to recognize the strategic value of recruiting and hiring a Finance Director immediately to start in January. A Finance Director onsite rather than changing remote experts secures our city interest in retaining hard won experience and growth for our continued benefit rather than investing that time and energy resolving emerging complex challenges only to lose that expertise and that organizational efficiency whenever contracted personnel change. Furthermore, an onsite Finance Director completely frees the City Administrator capacity from day-to-day financial operational tasks which professional services contractors can not complete (i.e. claims) to be able focus on other more pressing and appropriate responsibilities (i.e. city center facilities design/development, strategic stakeholder engagements, emerging issues as needed). Staff recommend that Council authorize the recruitment and hiring of a Finance Director to begin no earlier than 1 January 2026. Financial/Budget The position will be paid for as forecasted in 2026 budget along with the savings from decreased professional services contract needs. Recommendation Staff recommend that Council authorize the recruitment and hiring of a Finance Director to begin no earlier than 1 January 2026. Council Action Attachments 1. Admin Department Org Chart.pdf 2. Finance Director 2025 Job Description.pdf 67 Assistant City Administrator City ClerkCommunications SpecialistHR Generalist Deputy Clerk City Administrator City Council Accountant AP Clerk (PT) IT Manager Finance Director (1/2026) 68 City of Corcoran | Finance Director | 1 ©2025 Finance Director Department Administration Reports To City Administrator Supervises Accountant FLSA Status Exempt, Full Time Grade 14 Union Status Non-Union Position Details Under the general direction of the City Administrator, this position oversees the operations and activities of the City’s Finance Department and prepares and administers the City’s annual operating budget. This position prepares and submits a variety of financial reports, coordinates audit processes, provides financial advice to City officials and management personnel, and supervises assigned personnel. Professional/Technical Duties and Responsibilities The duties listed below are intended only as illustrations of the various types of work that may be performed, with or without reasonable accommodation. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. • Directs and oversees the day-to-day operations of the Finance Department including payroll, account’s receivables, account's payable function, and financial reporting. • Manages preparation of the annual budget, tax levy information and Truth In Taxation presentation. • Coordinates the development and maintenance of the City’s Capital Improvement Plan. • Performs oversight of the budget by reviewing all disbursements and requisitions to ensure appropriate authorization and relation to budget projections. • Closely monitors expenditures within approved budgetary guidelines. • Coordinates the City’s annual audit process and development of the City’s Comprehensive Annual Financial Report. • Leads and/or participates in the development, implementation, administration, and review of the City’s Finance policies and procedures. • Establishes and maintains written internal control procedures and assures that national standard accounting procedures are maintained. 69 City of Corcoran | Finance Director | 2 ©2025 • Oversees, reviews, and/or assists in the preparation of various types of municipal financial records, statements, and reports. • Provides financial advice and assistance to the City Administrator and management personnel. • Coordinates debt management and bond issuance to ensure the most efficient use of the City’s bond capacity and borrowed monies; and updates the City’s financial debt model as required for current and long-range forecasting needs. • Provides technical advice and assistance to City departments and coordinates activities of finance department with other City departments/divisions. • Directs the maintenance of all official accounting and financial records. • Maintains special assessment records and development procedures to conduct timely reconciliation of special assessment records to County information. • Develops and maintains information required for debt issuance and official statement. • Maintains accurate and up-to-date records of all cash, checks, deposits, and investment of the City. • Responsible for the City’s risk management program, including property and casualty insurance. • Perform other job-related duties as assigned. Position Requirements Knowledge, Skills, and Abilities Knowledge, Skills and Abilities Required for Successful Job Performance: • Knowledge of Generally Accepted Accounting Principles as defined by GASB; • Knowledge of governmental accounting procedures as defined by the GFOA; • Knowledge of city operations and practices related to finance, budgeting, and accounting; • Knowledge of laws, practices and regulations applicable to City government finances; • Knowledge of investment options and banking activities; • Knowledge of the functions and responsibilities of city departments, staff, and key community members. • Knowledge and understanding of the application of Minnesota Real Estate tax laws and other tax laws regarding municipal finance. • Knowledge of and ability to operate accounting software and standard office software, including strong Excel skills sufficient to manipulate data, draft reports and maintain records. • Knowledge of data privacy laws and ability to maintain highest confidentiality when dealing with sensitive or private information. • Ability to train department staff in the use of software. • Ability to perform research, assemble information, and prepare reports and studies. • Ability to exercise initiative, discretion, and independence of judgment. • Ability to work effectively under pressure and to competently handle numerous diverse tasks in a single time- period. • Ability to prepare and administer an annual budget. • Ability to analyze and interpret financial information and accurately prepare financial statements and reports. 70 City of Corcoran | Finance Director | 3 ©2025 Minimum Education and Experience • Bachelors degree in accounting, finance or related field. • At least 3 years of relevant municipal or government experience. • At least 2 years of relevant supervisory experience. • Must have a valid driver’s license. Desired Education and Experience • 5 or more years of Financial Management experience with accounting and budgeting experience • Masters Degree in Finance, Public Administration or related field. • CPA Certification. Physical Demands and Work Environment The physical demands described are representative of those that must be met by an employee to perform the essential functions of the job. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. Work is performed in a normal office environment with frequent interactions with the public. May be required to work outside of normal hours. Limited lifting of 25lbs or less is required. Activities that occur constantly (5–8 hours/shift): sitting, repetitive motions Activities that occur frequently (2–5 hours/shift): talking, hearing Activities that occur occasionally (up to 2 hours/shift): standing, walking, lifting, carrying, pushing, pulling, handling, eye/hand/foot coordination Activities that occur rarely (do not exist as regular part of job): climbing, balancing, stooping, kneeling, crouching, crawling, reaching, grasping, feeling City of Corcoran is an Equal Opportunity Employer. In compliance with the Americans with Disabilities Act, reasonable accommodations are offered to qualified individuals with disabilities. Prospective and current employees are encouraged to discuss potential accommodations with the employer. Core Values • Honesty, Ethics, Integrity • Community Pride and Partnership • Efficient and Effective Service Delivery • Community Safety • Fiscal Responsibility • Transparency • Responsible Decision Making 71 City of Corcoran | Finance Director | 4 ©2025 Employee signature below constitutes employee’s understanding of the requirements, essential functions, and duties of the position. Employee Name Employee Signature Date EEO Policy: The City of Corcoran is committed to providing equal employment opportunities to all employees and applicants for employment without regard to any legally-recognized basis “protected class” including but not limited to: veteran status, uniform service member status, race, color, religion, sex, national origin, age, physical or mental disability, sexual orientation or marital preference, genetic information or any other protected class under federal, state, or local law. 72 STAFF REPORT Agenda Item: 6.f Council Meeting: November 13, 2025 Prepared By: Jay Tobin, City Administrator Topic: BKV Group: Space Needs Assessment and Master Planning Study - Final Report Action Required: Information Only Summary BKV Group has completed the Space Needs Assessment and Mater Planning Study and this is their Final Report. They will now begin Phase II of the project consisting of: public Engagement, site design, communication plan, and refined financial plan. Staff recommend that Council review the Final Report and identify any concerns or direction to share as feedback to help with Phase II. Financial/Budget Financed as planned from proceeds of 2025A Bond. Recommendation Staff recommend that Council review the Final Report and identify any concerns or direction to share as feedback to help with Phase II. Council Action Attachments 1. BKV Group Space Needs Assessment and Master Planning Study Final Report.pdf 73 222 North Second Street, Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com CORCORAN CITY FACILITIES FACILITY NEEDS ASSESSMENT STUDY NOVEMEBER 3RD, 2025 Paul Michell BKV Group, Partner O: 612.339.3752 M: 816.405.7585 pmichell@bkvgroup.com 74 i | Corcoran Facility Needs Assesment Study | 2147.01 | BKV Group PLANNING COMMITTEE CITY OF CORCORAN CONSULTANT TEAM BKV GROUP Jay Tobin City Administrator Nalisha Williams Asst. City Administrator Kevin Mattson Public Works Director/City Engineer Matt Gottschalk Director of Public Safety Paul Michell, AIA Government Practice Leader, Partner-in-Charge Michael Healy, AIA Project Manager, Partner Craig Carter, AIA Fire/EMS Practice Leader, Partner Madisyn Ahrens Architectural Designer Kelly Naylor, CID Senior Interior Designer, Partner OERTEL ARCHTECTS Andrew Cooper, AIA Public Works Specialist KRAUS-ANDERSON CONSTRUCTION Mike Phillips Senior Project Manager Mauri Solomon, CFM Facility Assessment Manager 75 ii | Corcoran Facility Needs Assesment Study | 2147.01 | BKV Group Section Page 01 Executive Summary ............................................. 4 02 Overview & Process ........................................... 15 Overview & Objectives.....................................16 Information Gathering .....................................16 Long Term Planning .........................................17 Growth Projections ..........................................18 Development of Study Results.........................18 03 Existing Facilities ................................................ 20 Corcoran Police Station FOA ............................21 Existing Facility Photos .....................................25 Corcoran City Hall FOA .....................................29 Existing Facility Photos .....................................30 04 Functional Needs ............................................... 32 Introduction .....................................................33 Space Standards ...............................................33 Space Needs Process ........................................33 Space Needs Planning ......................................34 Summary of Function and Space Needs ..........34 05 Development Scenarios ..................................... 37 Introduction .....................................................38 Parking Needs ..................................................39 Site Utilization and Minimum Needs ...............39 Building Configuration Options .......................41 Master Planning Options .................................43 06 Project Costs ...................................................... 50 07 Study Conclusions .............................................. 53 APPENDIX Space Programs Master Planning Options Cost Estimates Staff Survey Results Summary Facility Condition Assessment 76 4 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 01 | EXECUTIVE SUMMARY 77 SECTION 01 | EXECUTIVE SUMMARY 5 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group INTRODUCTION BKV Group was selected by the City of Corcoran to complete a space needs assessment and master planning study for the City Hall, Public Works, Police and Fire Department. In addition, BKV Group completed an operational needs assessment of each Department’s current facilities, identifying the operational deficiencies and limitations of the existing facilities based on industry’s best practices. This study was conducted with the objective to provide an adequate and impartial assessment of needs, utilizing national standards for space program development, with departmental history and culture in mind. The intent of this study is to identify the current and future operational space needs for City Hall, Public Works, Police Department and Fire Department, and to develop conceptual options for addressing the spatial needs, along with the associated costs of those options, so that the City can plan for future growth and the best utilization of its facilities now and into the future. The scope of this study considers options for both standalone facilities for the respective departments, as well as the potential for combined facilities. The fire protection service for the city of Corcoran, Minnesota is provided via contracts across three separate fire service entities, depending on location within the city. The city divides its territories into three service-areas for fire protection -Hanover Fire Department (serves part of Corcoran), Rogers Fire Department and the West Suburban Fire District (also serves part of Corcoran). 78 SECTION 01 | EXECUTIVE SUMMARY 6 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group MISSION “The City of Corcoran will provide high quality public services in a cost effective, responsible, and professional manner.” - City of Corcoran “…to provide a sense of security for the people by protecting life and property, enforcing laws and ordinances, and providing quality service to the community.” - Corcoran Police Department “…a commitment to maintaining and improving safety through police and fire protection.” - Corcoran Fire Department, City of Corcoran METHODOLOGY This Needs Assessment contains information that focuses on the direction of the development process and forms the foundation of our design recommendations for modern municipal facilities. Development options revolved around planning to accommodate 20-years of departmental growth. To ensure the process was considerate of the needs specific to the City of Corcoran, BKV Group began this study by engaging in stakeholder meetings with the representatives of each department. The following were explored and reviewed with stakeholders to define recommended scenarios: 1. Projected space needs for each department, based on the following factors: o Personnel Counts (including current, 10-year, and 20-year projections) o Activities Performed o Accessory Support Spaces 2. Desirable building configurations, test-fit onto both the existing site and an alternate site: o For a combined City Hall and Police Department o For standalone fire facilities o Expansion of Public Works facility 3. Site Feasibility Review 4. Probable Cost Estimates EVALUATION OF EXISTING FACILITIES BKV Group completed a Facility Operational Assessment (FOA) of the existing facilities. The two primary components to the FOA are as follows: 1. Review how the existing facilities may be impacting: o Day-to-day operations o Adequate training o Personnel health and wellness o Compliance with OSHA regulations 79 SECTION 01 | EXECUTIVE SUMMARY 7 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group o Compliance with National Standards o Overall accessibility and inclusion 2. Compare the existing space available with the projected space needs for efficient operations: o Assess the immediate and long-term effects on operations due to the constraints of the existing facility Refer to Section 3 ‘Existing Facilities’ for the results of the Facility Operational Assessment. SUMMARY OF SPACE NEEDS ASSESSMENT Public Safety Overview The Corcoran Police Department currently has twenty-seven (27) sworn officers comprised of Police and Deputy Chiefs, Patrol and Detective Sergeants, Patrol Officers, a School Resource Officer, and Search & Rescue K9. Additionally, there are eight (8) non-sworn personnel including Administrative Record Specialists. A volunteer Police Reserve Unit completes the departmental structure of the police facilities. There is currently no Corcoran Fire Department within the city limits. The city divides its territories into three service-areas for fire protection -Hanover Fire Department (serves part of Corcoran), Rogers Fire Department and the West Suburban Fire District (also serves part of Corcoran). Public Works In 2013, the city built a 24,900 SF Public Works Facility, on a roughly 11 acre site on the west side of Corcoran. The current facility provided a consolidation of several sites into one location. Currently, the existing building has 1,700 SF of Office / Administrative and staff support functions, 12,600 SF of vehicle for vehicle storage of approximately six large vehicles and 10 medium sized vehicles, 4,925 SF of fleet maintenance, which includes a 1,700 SF wash bay, and a cold storage lean-to structure, that was recently enclosed to provide covered, cold storage of approximately 5,700 SF. The existing facility is served by a well and septic system, and fire suppression is provided for the entire facility, with a underground surge tank that is housed within the building footprint. The current PW Facility project began with a space needs program for best practices that provided a program for best practices in 2012, for a 39,000 SF facility on roughly 10 acres of useable site area. Since the construction of the current facility was constructed, the City of Corcoran has increased in population, has a continued growth and demand for municipal services forecast, which includes a recently formed utilities department that did not exist at the time of the original project. As the community grows and develops, several key service areas and deliveries are impacted. Urban streets and rural roads, both exist in Corcoran, and are likely to continue to exist, which increases the need for equipment designed to maintain both road types. Additionally, the city water and sewer delivery follows similar development to the roads, in that both municipal water treatment and delivery, as well as city sanitary services exist in the more developed eastern portions of the city, while the western portions have well and septic systems, with no immediate plans for municipal services to be delivered to these portions of the city. 80 SECTION 01 | EXECUTIVE SUMMARY 8 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Personnel Projections The number of personnel in each department is the primary determinant of the space requirement. Therefore, a properly sized building requires projecting the appropriate number of personnel who will occupy the building. BKV worked with department leaders in ascertaining likely personnel growth in the department over the next 20- years. These discussions were informed by current city population estimates, US census information, and historical population increase rates over the last several decades. Current personnel counts are indicated in the table below. The forecasted personnel increase for Police reflects an understanding that the level of service to the citizens of Corcoran should be maintained at or above its current level. The forecasted personnel for the Fire Department considers as a future volunteer Fire Department with the ability to convert to paid-on-call or duty crew model. POLICE DEPARMENT PERSONNEL PROJECTIONS DIVISION 2025 ACTUAL STAFF 2035 PROJECTED STAFF 2045 PROJECTED STAFF Administration/Records 5 8 11 Patrol 28 40 54 Investigations 2 5 7 Evidence 0 0 0 STAFF TOTALS 35 53 72 - Table 1.1 – FIRE DEPARMENT PERSONNEL PROJECTIONS DIVISION 2025 ACTUAL STAFF 2035 PROJECTED STAFF 2045 PROJECTED STAFF Volunteer Personnel 30 35 40 STAFF TOTALS 30 35 40 - Table 1.2 – CITY HALL PERSONNEL PROJECTIONS DIVISION 2025 ACTUAL STAFF 2035 PROJECTED STAFF 2045 PROJECTED STAFF Staff 33 43 52 STAFF TOTALS 33 43 52 - Table 1.3 – 81 SECTION 01 | EXECUTIVE SUMMARY 9 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Space Needs Assessment Workshops were held with representatives from all departments to review their current operations and discuss their future goals and needs. Additionally, electronic staff surveys were conducted to collect data from all current staff gaining valuable feedback on the operational needs and aspirations of the department. Once all operational functions and staff projections were identified through stakeholder meetings, square footage was assigned to each functional area to develop the overall department space program and building area (gross square footage). Corcoran City Hall The following is a summary of the space needs identified for the City Hall: CITY HALL EXISTING SPACE UTILIZATION 2025 CURRENT SPACE NEED 10-YEAR PROJECTED SPACE NEED 20-YEAR PROJECTED SPACE NEED Subtotal, Personnel & Space (nsf): 6,700 10,863 11,471 12,126 Building Envelope Factor (12%): - 4,492 5,788 4,234 TOTAL PROPOSED (GSF): - 41,929 54,024 60,162 - Table 1.4 – Corcoran Police Department The following is a summary of the space needs identified for the Police Department: POLICE DEPARTMENT EXISTING SPACE UTILIZATION 2025 CURRENT SPACE NEED 10-YEAR PROJECTED SPACE NEED 20-YEAR PROJECTED SPACE NEED Subtotal, Personnel & Space (nsf): 5,200 37,437 48,236 55,928 Building Envelope Factor (12%): - 4,492 5,788 4,234 TOTAL PROPOSED (GSF): - 41,929 54,024 60,162 *The existing area does NOT include public areas, mechanical, electrical, data rooms that are included in projected department space needs. - Table 1.5 – The 20-year projected space needs of the department include the following items: · Police Administration, Records, Investigations, Patrol office spaces · 40-person community/training room/EOC · Law enforcement personnel lockers and shower facilities · Evidence processing and storage facilities · Temporary holding and interview spaces · Soft interview spaces · Staff breakroom · Spaces to support staff health & wellness · Dedicated equipment storage rooms · 36 stall indoor squad garage · Gun Range · Cold Storage 82 SECTION 01 | EXECUTIVE SUMMARY 10 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Corcoran Police Department and City Hall Combined The following is a summary of the space needs identified for the Fire Department: POLICE DEPARTMENT/CITY HALL COMBINED EXISTING SPACE UTILIZATION 2025 CURRENT SPACE NEED 10-YEAR PROJECTED SPACE NEED 20-YEAR PROJECTED SPACE NEED Subtotal, Personnel & Space (nsf): 11,900 57,864 69,271 77,618 Building Envelope Factor (12%): - 6,944 8,313 9,314 TOTAL PROPOSED (GSF): - 64,808 77,584 86,932 - Table 1.6 – Corcoran Fire Department The following is a summary of the space needs identified for the Fire Department: FIRE DEPARTMENT 2024 CURRENT SPACE NEED 10-YEAR PROJECTED SPACE NEED 20-YEAR PROJECTED SPACE NEED Subtotal, Personnel & Space (nsf): 13,271 15,823 19,063 Building Envelope Factor (12%): 1,593 1,899 2,288 TOTAL PROPOSED (GSF): 14,864 17,722 21,351 - Table 1.7 – The 20-year projected space needs of the department include the following items: · Fire Administration office space and meeting area · 40-person community/training room/EOC · 7 bunk rooms with 3 restroom/shower facilities · Firefighter dayroom space · Physical conditioning & fire training spaces · Personnel and equipment decontamination spaces · Dedicated turnout gear storage room · Equipment, medical & hose storage spaces · 3 apparatus bays Corcoran Public Works The following is a summary of the space needs identified for the Public Works: PUBLIC WORKS EXISTING FACILITY 2025 CURRENT SPACE NEED 5-YEAR PROJECTED SPACE NEED 10-YEAR PROJECTED SPACE NEED 20-YEAR PROJECTED SPACE NEED TOTAL SQUARE FOOTAGE: 24,900 74,201 109,921 130,402 174,202 - Table 1.8 – Space Programming was completed for a single, centralized facility with all work divisions under one roof. Each forecasted space need was escalated using a growth factor determined by a ratio of plow routes to population served, with a forecasted total population of 27,000 people, equating to 16 plow routes in 2045. The design team reviewed current staffing and equipment inventories for Public Works departments of Streets and Parks. The design team also reviewed current and forecasted equipment and staffing for the Utilities 83 SECTION 01 | EXECUTIVE SUMMARY 11 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Department, which includes water services, sanitary service, and rural and urban stormwater feature maintenance. Design team members met with staff to review the staff and equipment numbers, and to identify and prioritize immediate needs to help the department serve the community. There were four priority categories determined during that discussion. Priority 1: Now and 5-Year projected needs [A current shortfall of space] · Conditioned vehicle storage · Office Space / Staff amenity o Meeting area o Lockers · Parks Maintenance Workshop · Water Shop · Sewer Shop · Salt Storage · Fuel Dispensing Priority 2: 5 – 10 year projected needs [Immediate Growth needs] · Fleet maintenance · Sign Making · Sand Storage · Site Work Area · Compost / Yard Waste Facility Priority 3: 10 – 20 year projected needs [Ideal for immediate and future addressing] · Parks and Recreation Programming Storage · Larger site work area · Engineering Staffing Priority 4: 20+ year projected needs [Future Growth Consideration] · Exterior uncovered parking · Additional unheated storage Refer to Section 4 ‘Functional Needs’ for the Space Needs Assessment. SUMMARY OF MASTER PLANNING OPTIONS Site Development Overview The result of the Space Needs Assessment portion of the study determines the total building area that is required for each facility. Once we have this total area, and once we understand our critical operational adjacencies, we can begin to understand our area “footprint”, which allows us to explore our site “test-fits”. The result of these determinations allows for the creation of desirable building configurations for our sites. “Footprint” is both the total area placed on ground level and the configuration of the overall building perimeter. 84 SECTION 01 | EXECUTIVE SUMMARY 12 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group “Test-fit” is taking this footprint and using it to determine the site area requirement, or a given site’s ability to meet the site area requirement for building development. Site Analysis Process The appropriateness of any site is related to the site’s ability to meet certain minimum requirements. Of primary importance is a site with enough area to support building development. The building footprint area, parking required, and the portion of the site that is capable of being built upon after allowing for building setbacks and terrain impediments determine the minimum size of the site. The two main components to a site analysis process are: 1. The ability of a given site to support the established space needs and parking required 2. Determining if a site best meets the operational goals of the respective departments An ideal site would not only provide the acreage needed for a building and parking but also allow for facility and parking expansion. Also important are: · Adequate open space to create a pleasant and inviting environment for the public and staff · Adequate buffer space to provide distance and decrease vulnerability from threats · Prioritizing green space to benefit the health and well-being of the building occupants, and provide views to the outdoors and greenspace · Utilizing green space to promote greater design flexibility · Sufficient space to manage stormwater runoff from the proposed site improvements Evaluations Of Potential Sites The City Hall and Police Department are currently co-located on a site where growth and expansion opportunities are limited. Due to the limitations of the existing site for City Hall and Police, it was recommended that the City determine other potential sites for evaluation. The City identified two alternate sites located one at 19000 79th Avenue and the other site located on County Road 10. Expansion of the Public Works facility was explored at its current location. Although ideally Public Works operations would be relocated to a more centralized location with the city for more efficient operations. With alternate site identified fore the City Hall and Police Department. The existing City Hall location was explored as an option for the future Fire Station. The goal of the space needs assessment and the subsequent development of the conceptual building configurations and site development scenarios are to equip the City with the information needed to determine which site(s) and which scenario(s) will best accommodate the space needs for ideal operations for each respective department. Please refer to Section 5 ‘Development Scenarios’ for additional information. 85 SECTION 01 | EXECUTIVE SUMMARY 13 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group SUMMARY OF PROBABLE CONSTRUCTION COST A statement of probable cost is developed utilizing rough order of magnitude square footage unit costs based our database of average costs for recently constructed municipal facilities. Project costs consist of both hard costs and soft costs. · Hard costs are the “bricks and mortar” construction cost of the building plus site development cost. · Soft costs are those needed for the development of the project such as professional services, furnishings, equipment, and technology. Since this project is only in the planning phase, these costs are established from 2026 construction values with escalation added to reflect a more realistic budget for the project upon the prospective bid-year of 2027. Historically, construction costs have had an average annual escalation factor of 5-6%. If the project timeline pushes out, the cost estimate should be revisited prior to starting the project. The following table outlines the estimated project costs for viable development options included as part of this study: COST ESTIMATES DEVELOPMENT OPTION Low-range High-range New City Hall/Police Station $48,500,000 $52,400,000 New Fire Station $15,800,000 $17,100,000 Expansion Public Works tbd tbd - Table 1.9 – The above figures represent a prospective construction commencement in 2027. Historically, construction costs have had an average annual escalation factor of 5-6%. Cost estimates do not include potential site acquisition costs. Facility Condition Assessment Conducting a Facility Conditions Assessment (FCA) provides valuable information for a community’s facilities. Each facility component tells a story about its health, longevity, and operational needs. By taking a structured approach, organizations can gain deep insights into the state of their buildings and infrastructure, ensuring efficient maintenance, budget allocation, and long-term planning. A narrative-driven methodology for FCAs turns data collection and analysis into a comprehensive and actionable strategy. As the City determines a path forward through this master planning process, long-term costs for improvements or replacement will need to be considered. Through gaining an understanding of the conditions of existing facilities and the resulting costs, the City can gain a full understanding of necessary capital improvement costs to guide their decision-making. Kraus-Anderson completed Facility Condition Assessments on five (5) municipal facilities, including City Hall/Public Safety, Public Works, Old Public Works, Parks Maintenance, and the Shooting Range. The assessment identified approximately $5.25M in deferred maintenance and capital needs over the next 10 years. The city divides its territories into three service-areas for fire protection -Hanover Fire Department (serves part of Corcoran), Rogers Fire Department and the West Suburban Fire District (also serves part of Corcoran). Refer to the Facility Condition Assessment Executive Summary included in the Appendix of this study. Additionally, an electronic copy of the FCA dashboard has been provided as a tool for the City to use managing deferred maintenance in the future. 86 SECTION 01 | EXECUTIVE SUMMARY 14 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Please refer to Section 5 ‘Development Scenarios’ and Section 6 ‘Project Costs’ for additional information. CONCLUSION Deficiencies of the current facilities are readily apparent with the most obvious being a shortage of space limiting efficient operations and the growth of either department. The current site and facilities do not provide suitable potential for all department’s long-term operations and goals to be met, such as supporting additional staff growth, addressing changing gender ratios, training functions, health/wellness, security, adequate operational space, and vehicle/equipment storage needs. Planning a facility that accommodates 20-years of growth is prudent planning for the long term and is the most practical usage of public funds, especially given the marginal difference in total building space between the current need and 20-years beyond. To address the constraints of the existing site and facilities it is recommended to consider the following options: 1. Build a new City Hall and Police Department on an alternate site 2. Address Public Works operational space needs at existing site 3. Construct a standalone Fire Station With the conceptual development scenarios and probable construction costs established, decisions to be made affecting the advancement of the project pertain to the acceptance of the recommended space needs program, identifying the most feasible development scenario, providing funding, the planning for expenditure of funds, and commencing with further site analysis and selection, design, and construction. 87 15 | Corcoran City Facilities | 2747.01 | BKV Group 02 | OVERVIEW & PROCESS 88 SECTION 02 | OVERVIEW & PROCESS 16 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group STUDY OVERVIEW The function and purpose of this need assessment study is to establish the functional needs and development options for the City of Corcoran Departments, and to establish an estimate of the costs to construct new/expanded facilities to meet their long-term operational needs. This study will consider the current immediate needs and projected department growth for a period at 20-years into the future. STUDY OBJECTIVES The study process will support these primary objectives: · Evalua8on of the exis8ng facili8es and document strengths and weaknesses rela8ve to func8on and opera8onal efficiencies. · Define and document current func8onal needs. This includes func8ons for personnel, work ac8vi8es, and necessary support spaces. · Document accepted projected staffing increases rela8ve to projected popula8on growth so that necessary service levels are maintained and/or created. · Define and document current and future facility func8onal space needs for planning periods being considered. · Define and document cri8cal rela8onships between personnel, work ac8vi8es, and necessary support spaces. · Develop and document configura8on op8ons and scenarios for the development of new or expanded facili8es. · Develop and document both public and staff parking needs. · Define and document the minimum site needs for the successful development of the project. · Es8mate the probable project development costs for the iden8fied development op8ons. Project development costs will include normal building and site development construc8on costs as well as other known costs the City will incur to complete the project. INFORMATION GATHERING The study commenced on August 21, 2025. These initial information gathering sessions are critical for BKV Group to gain an understanding of current and planned future operations. Of paramount importance is to learn how each department operates currently and how they could operate more efficiently in the future. Frequently, the constraints of existing facilities can limit the views on operations. The BKV team guided the project stakeholders through a process that conveyed national standards for municipal facilities and what is typically expected to deliver appropriate public service. Stakeholders were challenged to look beyond the constraints of their current facilities and consider needs relative to ideal operational efficiency. A tour of the existing facilities was conducted to allow a cursory review of existing conditions and utilization of both interior spaces and the site. The following summarizes the process which has resulted in the findings and recommendations documented herein: · Mee8ngs were conducted in group format with division leadership and other stakeholders. This format promotes discussion and collabora8on without a singular voice determining project needs. Through ini8al 89 SECTION 02 | OVERVIEW & PROCESS 17 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group conversa8ons, BKV gained an understanding of the unique quali8es of Corcoran’s facilities, as well as how their opera8ons are an8cipated to evolve. · Current opera8ons were discussed as well as any issues faced that are caused by the exis8ng facili8es. Stakeholders were asked to consider how they might best operate without considera8on to how the exis8ng facili8es impact or hamper efficiencies. · Through these mee8ngs with stakeholders, a list of func8onal needs was developed for each division. These func8onal needs relate to personnel, work ac8vity areas, and other necessary support spaces. In subsequent steps in the planning and design process, each func8onal need becomes a physical space within the new facility. With stakeholder input, each func8onal need was increased as required to address future growth and opera8onal needs. · With an understanding of the above considera8ons, a building space program was developed collabora8vely with stakeholders. · With stakeholder input, BKV documented cri8cal adjacencies and opera8onal rela8onships necessary for op8mum efficiency. This process allows the stakeholders to influence how interac8ons between personnel, work ac8vity, and support areas will occur and promote the highest level of efficiency. · Through these group discussions, current site parking needs were also developed. Needs for both fleet, apparatus, and personal vehicles were documented. Parking needs for the future were extrapolated based upon an8cipated growth and func8onal needs. LONG TERM PLANNING The largest influence on construction cost is space itself. Therefore, determining adequate, but not excessive space needs through this study process is critical to controlling costs. This requires consideration for growth of the City and the resulting department growth required to deliver the level of service that your community expect. Determining the right planning period to accommodate reasonable growth is critical. If a shorter planning period is selected, the building will become inadequate much sooner. Planning Period Public buildings are expected to last for decades and typical life spans exceed 50 years. It is impossible to predict the number of occupants who will use a building or how operations or technology will evolve and influence facility needs at a point so far into the future. Even if an attempt were made to size a facility for that timeframe, the building would have significant portions of unused space at occupancy. It is not prudent use of public funds to operate and maintain significant amounts of empty space, even if it is more economical to construct the space today. That said, planning and designing a facility that accommodates no growth is also not prudent use of public funds. Considering that the design and construction of a new facility frequently takes at least two years, planning for today will result in a facility that is undersized and overcrowded when initially occupied. The most responsible course of action is to accommodate reasonable growth. For these reasons, this study considers and compares ideal space requirements for both current needs and 20- year planning. A planning period of 20 years provides for a reasonable facility adequacy, fiscal practicality, and a general understanding of how operations may evolve. Further, planning for growth yields only a nominal increase in space requirements and limited unused space at building occupancy. We do not recommend planning beyond 20 years, nor do we recommend planning for less than 20 years. 90 SECTION 02 | OVERVIEW & PROCESS 18 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Growth Beyond the Planning Period What happens after the year 2045 when the planning period has been exceeded? The facility should still have many years of useful life remaining. Planning theory states that at the end of the planning period, the facility should be a “perfect fit” for the facility occupants and the planned functions. If staffing grows faster or slower, it just means that the perfect fit will occur a little sooner or a little later. Even then, some unanticipated personnel could be added with little negative impact to the building space. It may be required to make minor modifications to the facility at some point in the future, or to expand the building if enough acreage can be spared for the project. It is unlikely that the expanded building will ever see a large enough personnel increase that would create a space deficiency comparable to the existing situation. GROWTH PROJECTIONS The single largest influence on facility size is space itself. Space needs are impacted by the number of occupants and the activities that occur. An adequately sized facility requires a reasonable determination on the appropriate number of occupants both now, and to accommodate future growth. While it is the intent for planning to align with future realities, it is impossible to know exactly what the future holds. Should actual growth be nominally different than projections made, this does not mean that there will be lower levels of operational efficiencies or that the building constructed will not be appropriately sized for City use. As discussed earlier, it simply means that the “perfect fit” will be slightly earlier or slightly later than the projections made for the planning period. This needs assessment study is not a management/staffing analysis and BKV Group does not advocate for a particular level of staffing or make any recommendations for increases in staffing. However, planning for growth is necessary and reflects a prudent use of public funds. BKV Group facilitated conversations with department leadership to understand probable and necessary growth for a 20-year planning period. DEVELOPMENT OF STUDY RESULTS With information gathering completed, BKV Group utilized our understanding of the project needs, probable growth, and standards for this project type to complete programming, define space and site needs, and establish development options and associated cost estimates for consideration. The following activities were completed by BKV Group using our professional judgement and expertise: · U8lizing na8onal standards for, needed space for each func8onal area was established based upon space required to accommodate specific opera8ons. U8lizing industry standards gives credibility to the resul8ng overall space needs which directly affects project cost. This also provides assurance to the City that the new facility will be suitable at the 8me it is occupied, as well as for a reasonable period into the future. · Alterna8ve building configura8ons were developed to establish probable building footprints. The explora8on and conceptualiza8on of building footprint scenarios - along with site development needs such as parking, equipment, storage, and poten8al room for expansion - allows for the es8ma8on of site area required to be iden8fied, assis8ng the City in choosing an adequate loca8on for a new facility. · Probable overall project costs were es8mated to develop a new facility that meets the documented needs. Es8mates were prepared by applying current square footage costs for typical new facili8es built around the country, adjusted to the region, and with cost assump8ons in the local market verified with construc8on professionals. U8lizing typical square footage costs ensures that the budget is adequate, but not excessive. 91 SECTION 02 | OVERVIEW & PROCESS 19 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Credibility results when a realis8c budget is developed based on standards for the project type at the outset and will avoid cost overruns. 92 20 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 03 | EXISTING FACILITIES 93 SECTION 03 | EXISTING FACILITIES 21 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group INTRODUCTION A key step in the Needs Assessment is reviewing existing facilities to inform decision-making about their strengths, weaknesses, and potential use. This allows for comparisons between current facilities and the needs identified in the programming process. The Facility Operational Assessment (FOA) was performed observing and documenting the functionality of the existing facilities and how they may be impacting the day- to-day operations, including the health and wellness of staff. This assessment compares present operations and workflows against industry best practices. The FOA included both on-site observation, conversations, and surveys with staff to better understand the existing facilities and how they are utilized. The Facility Operational Assessment was conducted on August 13, 2025. STAFF SURVEYS Another component of the Needs Assessment was an anonymous online survey of staff to gather qualitative data on their use and perception of the existing facility. Survey results are included in the Appendix. CORCORAN POLICE STATION FACILITY OPERATIONAL ASSESSMENT The following are general observations and deficiencies that were observed at the time of this assessment. 1. The Corcoran Police Department occupies approximately 5,200 sf in a shared facility located with City Hall. The Police Department has outgrown the area available within the facility and the facilities provided do not provide adequate functions for ideal operations based on national best practices. 2. The department has several trailers and equipment that is stored outside in a secure yard area. 3. The Police Department utilizes an offsite outdoor gun range for training. The range is very minimal and can not accommodate larger training groups. 4. The Police Department does not have a defined lobby space that restricts unauthorized access to staff areas and operational areas. This creates an increased risk to staff and complexities with CJIS compliance. 5. The public entry vestibule has a ballistic resistant window facing the records area, however staff are not confident the rest of the wall area is reinforced with the same ballistic resistance placing staff at risk. 6. The records area is extremely undersized for the three staff members that office from this space and the configuration of the seating does not allow computer monitors to be shielded from public view creating issues with CJIS compliance. 7. The facility does not provide adequate space to hold sensitive conversations or to provide separation between potential offenders, witnesses and victims coming to the station. 8. The facility does not allow space to encourage community engagement and interaction with the Police Department. Corcoran Police Station 94 SECTION 03 | EXISTING FACILITIES 22 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 9. Staff and squad parking are within a secure lot mostly visible in front of the facility. Parking availability is becoming limited. 10. Most of the police fleet are stored outside exposed to the extreme weather conditions. The facility has a four-stall garage which cannot accommodate all fleet and equipment. The garage is also used for general equipment/supply storage, weapon cleaning, defensive tactical training, and evidence storage. · Police fleets are equipped with advanced equipment that in many cases exceeds the value of the vehicle itself. This equipment’s functionality and longevity is put at risk by being stored outdoors with extreme swings in temperature and environmental conditions prevalent in the region. This also leaves the vehicles exposed to weather-related damage such as hail. · There are costs associated with continually running squads to maintain proper temperature to support the equipment and medical supplies within the vehicle, both regarding fuel and wear on the vehicle’s components. There is additional staffing costs related to clearing vehicles of snow and relocating vehicles during plowing events. 11. Long term growth and space needs for the Police Department are constrained by the existing facilities; there is no room for department growth, whether it is personnel, equipment, or storage. · Private offices and workstations are at capacity with current staffing levels. Office spaces are being utilized by 2-3x more people than intended. · Restroom facilities are undersized for number of staff. · The locker room cannot accommodate the current staffing levels nor any additional staff. The locker room has access to only one restroom. The restroom is the sole staff restroom for police. This leads to constraints when staff are changing, showering, or using the restroom facility. 12. A common theme was the need for additional meeting space. · The Police Department does not have a meeting room to support department training or public/shared use. Currently there is an approximately 350 SF space meant to function as the Emergency Operations Center (EOC) and is used day to day for briefing, training, and break area. This is the only dedicated meeting space the Police Department has access to. · The department does not have access to a room that can function as a major case room, providing a space that can be secured, allowing evidence to be gathered and investigators to collaborate. · Both a large-scale (50+) public meeting room and conference style (8+) would meet desired functionality of the department’s current needs to host both in-house training and function as an Emergency Operations Center (EOC) · The facility does not have a dedicated break room. Currently this function occurs within the single briefing/training/EOC space that has been setup with an assortment of furniture and small kitchenette. This area does not function well as a break room, and the dedication of one is recommended for the improvement of staff amenities and wellness. · There is only one soft interview room and it is located within the operational area of the police department. It is not best practice to allow individuals to be interviewed within the secure area of the police station due to the risk it places on staff and the potential for sensitive information to be seen or heard. Placing an interview suite directly adjacent to the public lobby would contain this function while also providing a suitable space for interviewing victims and children. · There are minimal acoustic provisions around the soft and hard interview rooms. Interview activities usually occur in a more casual, but private space directly off a public lobby that addresses the dignity of the victims and is welcoming to children. 13. There is a general lack of available storage space throughout the facility. Files, supplies, and equipment are stored throughout the facility in less-than-ideal spaces to support efficient operations. 95 SECTION 03 | EXISTING FACILITIES 23 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group · Storage for duty bags is limited and mixed with other equipment. Ideally duty bags would be stored in a convenient location with direct access to the squads and within a dedicated area. · Field support equipment is currently stored and intermixed within general storage. This equipment should be stored in a dedicated space with direct easy access to the squads. · The facility does not have adequate space for a dedicated armory space, currently items are stored within a mechanical room and in multiple locations around the facility. · The facility does not have adequate storage or workspace to maintain “new” technology such as drones and robotics. · There is very limited space to store additional supplies and equipment used to day to day, requiring items to be purchased as needed. · Garage space is limited. The available 4-bay garage is used for overflow of various items including equipment, supplies, and evidence. 14. Inadequate evidence processing area. · Evidence has various storage needs that require improved accommodation, including: a better refrigerated storage solution, additional large evidence storage, the inclusion of a faraday area for digital forensics, additional long-term evidence storage, staging areas in an evidence garage bay, and more efficient storage flow for the intake/evidence workspace. · The evidence processing area does not have pass-thru evidence lockers requiring additional handling of evidence and making chain of custody more difficult. · The evidence processing area does not have a hand sink or eyewash station nearby to comply with OSHA and national standards. 15. There is a critical gap in wellness functions at the current facility, and the space to introduce them is does not exist. Providing wellness spaces within Police facilities encourages staff to maintain their health and wellness goals before or after their shifts and is a good tool for recruitment and retaining staff. Of need and concern are: · A physical conditioning area for staff to exercise on site. Currently, fitness equipment is stored in the garage making it difficult to access. Physical endurance is not only a necessity for officers to perform their day-to-day duties, the process of working out also assists with lowering cortisol levels within the body, which is thought to contribute to the high frequency of heart disease seen in first responders. For police officers, who frequently experience high-stress situations, regular exercise can help mitigate these effects and offer a wide range of physical, mental, and emotional benefits. A fitness space can be a shared amenity for all city staff if properly planned. · A space for defensive tactical training is not provided on site, limiting the availability and frequency available to officers for training. Defensive tactical mats and equipment are stored in the garage. Defensive tactical training is crucial in policing for several reasons, as it equips officers with the skills, knowledge, and strategies necessary to protect themselves, others, and maintain control in potentially dangerous or high-pressure situations. · The facility does not have a bunk space available for staff to spend the night in the event of a long/late shift or inclement weather. · Staff do not have access to a wellness/decompression space · A mother’s room is located off the public space on the city hall side of the facility. 16. Proper HVAC controls are important to maintain healthy indoor air quality levels, adequate ventilation, and occupant comfort. Some areas of concern include: · Ventilation within the evidence processing and storage areas to mitigate exposure to harmful substances, this includes providing dedicated room exhaust and a fume hood for extraction. 96 SECTION 03 | EXISTING FACILITIES 24 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group · Ventilation within the weapon cleaning area to remove potentially harmful fumes and reduce lead exposure. · Adequate ventilation within the locker and shower rooms to control humidity and odors. 17. Intoxilyzer / Hard Interview · The intake area is drastically undersized to accommodate safe movement of detainees, the tight circulation space leaves staff at risk if a person become combative. · The adjacency of the hard interview room and intake space makes acoustic separation difficult if detaining and interviewing more than one person. · The holding facility does not have a restroom, requiring detainees to use staff restrooms within the secure area of the facility. This not only puts additional staff at risk but is a logistical nightmare. · The lack of holding facilities requires staff to transport detainees to county facilities, this typically takes an officer off the street for 1.5-2 hours. 18. Security / Access Control: · The current facility has minimal electronic access control and security surveillance system coverage both indoor and outdoor. Additional coverage of entry points and critical spaces such as evidence intake and storage is recommended to comply with national best practices. The issues noted above have a high probability of causing inefficiency in the day-to-day duties of all divisions. It was apparent that the facilities are not meeting the current and future needs of the Police Department. Considering that growth within the limits of the current facilities is not feasible, future staff efficiency will be impacted in a significant way. EXISTING FACILITY PHOTOS The following photos are intended to document the general condition and operational deficiencies that were observed at the time of the assessment. 97 SECTION 03 | EXISTING FACILITIES 25 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Weapon cleaning area. Evidence and multi-purpose work area. Staff mailboxes and printer area. Armory storage room. Private office. Records staff work area & records public counter. Secure parking and yard area behind garage. Equipment storage trailer within secure yard area. Records counter within secure operational area. Public entrance vestibule. Police briefing/training/EOC space. Records/administrative staff work area at public window. 98 SECTION 03 | EXISTING FACILITIES 26 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Police kitchette counter for breaks. Shared Lt and Detective office area. Patrol work area. Soft interview room. Patrol area equipment counter. Evidence intake counter. 99 SECTION 03 | EXISTING FACILITIES 27 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Intake area. Hard interview area. Police restroom off locker room. Locker room area. Evidence storage room. Garage area. 100 SECTION 03 | EXISTING FACILITIES 28 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group Weapon cleaning and maintenance area in garage. Duty bag storage in garage. Fitness equipment stored in garage. Defensive tactical training equipment in garage. Outdoor firing range. Cold storage shed at firing range. 101 SECTION 03 | EXISTING FACILITIES 29 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group CORCORAN CITY HALL FACILITY OPERATIONAL ASSESSMENT The Facility Operational Assessment was conducted on August 13, 2025. The following are general observations and deficiencies that were observed at the time of this assessment. 1. The Corcoran City Hall occupies approximately 6,700 sf in a shared facility located with the Police Department. 2. The public lobby size functions well for the city currently. Daylighting, views, and historical displays are important features of this public space that are valued by the community. 3. The welcome desk operationally is in a poor location detached from the rest of the city hall staff and support areas. This location does not function well and creates inefficiencies throughout the day. 4. The welcome desk did not appear to be reinforced with ballistic resistant panels below the counter which is best practice today. The window system is not ballistic resistant. 5. The council chambers was discussed functioning well for the city’s current needs. Staff noted that they do not think the dais has been outfitted with ballistic resistant panels which would be a recommended improvement to reduce potential risk to staff and council. 6. A large workroom is located on the opposite side of the public lobby from the city hall office space. This space would function better adjacent to the staff office space. 7. Most staff work from workstations located in a large open office setting. This space is currently at capacity with no room for additional staff. The configuration of workstations and quantity of staff in this space makes acoustics an issue and holding phone calls/virtual meetings difficult. 8. There is a lack of private offices available for staff who have positions that may require a need for acoustic separation and privacy. 9. Smaller private spaces for taking phone calls or virtual meetings that require focus are not available to staff who utilize workstations. 10. Support spaces such as the break room are directly off the open office area which can lead to distractions for those individuals that work nearby this space and food odors traveling into the larger workspace. 11. There is an immediate need for additional meeting space and collaboration space for staff. 12. The facility lacks space for storage of items such as election storage, plan storage, and engineering supplies. Corcoran City Hall 102 SECTION 03 | EXISTING FACILITIES 30 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group EXISTING FACILITY PHOTOS The following photos are intended to document the general condition and operational deficiencies that were observed at the time of the assessment. City hall open office area. Public lobby and reception desk. City hall open office area. City hall break room. 103 SECTION 03 | EXISTING FACILITIES 31 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group City hall large conference room. City hall small conference room. Large work room. Council chambers. Small meeting area. Reception window staff work area. 104 32 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 04 | FUNCTIONAL NEEDS 105 SECTION 04 | FUNCTIONAL NEEDS 33 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group INTRODUCTION Our planning process is intended to promote discussion of every space element identified, and separate wants from needs. These initial discussions focused primarily on functional and operational issues alone, which ensures the development of a facility containing the space required for the department to provide the service expected by the community in a safe and efficient manner without unnecessary or excessive space. Maintaining a functional mindset during these initial information gathering sessions means keeping stakeholders focused on how they operate and not necessarily on specific rooms or spaces. The remainder of this section will: · Outline key factors in the determination of the overall space needs · Document space standards for functional areas · Catalog the functional space needs for each division or function of the facilities · Provide discussion on other key considerations that will impact the future design of your new facility SPACE STANDARDS The space assigned to each functional area can be subjective if not based upon a framework rooted in standards for this project type. Standards are based on national averages and best practices developed from numerous historical projects adapted to the unique needs of your department. Ultimately, space is assigned based on the planner’s professional history and experience in the project type, and an understanding for what is required in a public building for proper operations. Even then, standards are not the definitive measure of space requirements. It is critical that planning consider the unique needs of the department and users who will occupy the new facility, thus all spaces and quantities are thoroughly reviewed with the stakeholder group to gain consensus and understanding. When determining the space required for each function area, the following are primary considerations: · Number of personnel assigned to that area · Frequent peak number of visitors to a given area · Necessary furnishings, equipment, and fixtures necessary for the assigned staff to perform BKV Group also worked with the stakeholder group to determine the appropriate size of spaces such as private offices and workstations based on the staff position, duties, and required privacy to complete their work. Overall, office and workstation sizes were standardized by staff position, rank, etc. as much as possible throughout the planning process. SPACE NEEDS PROCESS BKV Group began the space needs process by documenting all currently budgeted personnel within each department. Discussions with department leadership also established what staffing increases should realistically be expected for the department to operate efficiently and deliver the services the community expects. This study is not intended to be a management/staffing analysis but establish space needs and resulting site needs. The forecasted space needs are based on reasonably expected increases in population and staff, and reasonably anticipated enhancements to operations. The development of subsequent activity spaces to support the facility 106 SECTION 04 | FUNCTIONAL NEEDS 34 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group personnel were then formed upon known operations in each respective department and the Architect’s expertise in the planning and development of municipal facilities. The compilation of the current needs forms the baseline from which all future space need projections are developed. SPACE NEEDS PLANNING With an understanding of the functional areas required and the staff assigned to each and their intended work activities, BKV Group estimated and assigned the appropriate space for current needs. For functions that do not have staff assigned to them, the space need is determined by the activities intended. For areas such as lobbies or communal space such as conference rooms, training areas, and break rooms, the frequent peak occupants will drive determination of the space need. For each planning period – current and 20-year – the following information is shown in the tables for each identified function: · Staff & Spaces Required: This is shown as both current/needed for current as well as future planned staff for the 20-year planning periods. This typically equates to offices or workstations needed. · Unit Space Required: The amount of net square footage required per area required for each staff, function, or space. · Usable Area (Space Need) Required: The net space required for each identified functional area to support the assigned staff, the frequent peak occupancy, and their work activities that occur in the space. Areas not identified during the programming process include accessory support space, circulation space such as hallways, and unavailable, but necessary space created by the thickness of walls and other unusable areas. To document the necessary space created by these non-operational areas, planners typically utilize what is called a net-to-gross multiplier to convert the net (usable) space requirement to gross (overall) space requirement. This multiplier is based on the planner’s experience and through historical precedence for the project type. What results at the bottom of each division space program table is the gross square footage required for each division. Refer to the comprehensive space program included in the appendix section of this report for the detailed space needs of each department. SUMMARY OF FUNCTION AND SPACE NEEDS For the Corcoran City Hall, Public Works, Police and Fire Departments, all divisions fell short on the available square footage to support long-term growth and efficient operations within the constraints of the existing facility. The following tables indicate the determination of all the functional areas needed within each division or function, and gross space assigned to each for the proposed facilities. Gross space refers to the net usable space within each identified area plus the previously mentioned needed circulation and accessory space. Also applied are net- to-gross multipliers to account for exterior envelope and wall space to calculate the overall area required for the proposed facility. This overall space figure is the sum of the total floor areas of the building measured to the outside face of the exterior walls. This information is shown for current need as well as the 10-year and 20-year planning period. 107 SECTION 04 | FUNCTIONAL NEEDS 35 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group CITY HALL AREA 2025 CURRENT NEED 10-YEAR PROPOSED NEED 20-YEAR PROPOSED NEED CITY ADMINISTRATION 1,173 1,173 1,235 FINANCE 499 499 499 HUMAN RESOURCES 459 521 709 COMMUNICATIONS IT COMMUNITY DEVELOPMENT 218 413 1,892 281 476 2,141 281 538 2,250 PUBLIC WORKS PROSECUTOR CITY HALL COMMON AREAS COUNCIL CHAMBERS 1,040 0 3,114 2,055 1,212 0 3,114 2,055 1,446 0 3,114 2,055 Subtotal, Personnel & Space: 10.863 11,471 12,064 Circulation Factor 14% 1,521 1,606 1,689 Building Envelope Factor 12% 1,304 1,377 1,448 TOTAL PROPOSED GROSS SF 14,454 15,201 - Table 4.1 - POLICE DEPARTMENT DIVISIONS 2025 CURRENT NEED 10-YEAR PROPOSED NEED 20-YEAR PROPOSED NEED ADMINISTRATION 2,554 2,911 3,235 PATROL 3,413 4,066 4,456 INVESTIGATIONS 1,674 2,106 2,376 EVIDENCE 1,953 1,953 1,953 INTERVIEW 2,482 2,482 2,482 TRAINING 8,902 8,902 8,902 FLEET 11,138 20,138 26,438 PUBLIC AREAS 1,273 1,273 1,273 COMMON AREAS 2,998 3,310 3,673 BUILDING SERVICES SWAT 1,543 1,053 1,543 1,098 1,543 1,143 Subtotal, Personnel & Space: 38,980 49,779 57,471 Building Envelope Factor 12% 4,678 5,974 6,897 TOTAL PROPOSED GROSS SF 43,658 55,753 64,368 - Table 4.2 – 108 SECTION 04 | FUNCTIONAL NEEDS 36 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group FIRE DEPARTMENT AREA 2025 CURRENT NEED 10-YEAR PROPOSED NEED 20-YEAR PROPOSED NEED PUBLIC AREAS 2,095 2,495 2,495 OFFICE AREAS 610 1,160 1,160 FIREFIGHTER AREAS 3,046 3,296 3,296 APPARATUS BAYS/SUPPORT 6,900 8,172 11,412 BUILDING SUPPORT 620 700 700 Subtotal, Personnel & Space: 12,671 15,823 19,063 Circulation Factor 13% 1,647 2,057 2,478 Building Envelope Factor 12% 1,521 1,899 2,288 TOTAL PROPOSED GROSS SF 15,839 19,779 23,829 - Table 4.3 – PUBLIC WORKS 2025 CURRENT NEED 10-YEAR PROPOSED NEED 20-YEAR PROPOSED NEED DIRECTOR 144 144 144 ADMIN. ASSISTANT 48 96 192 UTILITY SUPERINTENDENT 48 48 48 WATER RESOURCE TECH 0 0 48 UTILITY LEAD 48 48 48 DEVELOPMENT SUPER. 120 120 120 GIS TECH 0 48 48 ENGINEERING TECH 72 72 72 ENGINEERING INTERNS 0 36 72 BUILDING SUPPORT 320 320 320 Subtotal, Personnel & Space: 800 832 1,112 Efficiency Factor 30% 240 280 334 TOTAL PROPOSED GROSS SF 1,040 1,212 1,446 - Table 4.4 – 109 37 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 05 | DEVELOPMENT SCENARIOS 110 SECTION 05 | DEVELOPMENT SCENARIOS 38 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group INTRODUCTION This section will investigate various planning options regarding how a building might be developed successfully to address the identified space needs. The first step of this process will be to analyze different site development scenarios that could be used on sites of differing densities and acreage. How much space is occupied by the building footprint alone is a portion of the determination of site acreage needed. Investigating various scenarios, and determining site configuration options, gives the City a tool to consider various possibilities that could meet their needs on variety of sites. DETERMINING SITE ADEQUACY Minimum site area is determined in part by the building and parking demands, but also the degree of open space desired. It is frequently advantageous to plan for a reasonable degree of open space to accommodate expansion beyond anticipated growth, as well as to provide site design and amenities fitting of a public building. Determining if a site can meet the needs of a particular user group and building type is rooted in: 1. The site area available for development. 2. The ability of the site to support operations. For public safety, the ideal site must support efficient operations and a multitude of key criteria that are important for public safety projects. Such criteria include: · Central location with proximity and connection to major thoroughfares and arterials · Compatible neighboring land uses with potential for positive impact in the community · Visibility in the community, public accessibility, and wayfinding · Ability to support emergency and routine vehicle circulation · Access to utilities such as water, electric, natural gas, and sewer · Avoidance of floodplains, railways, and other potential hazards · Interagency adjacencies · Refueling convenience · Security and employee safety Lastly, the fiscal concerns of site adequacy must also be considered. Development impediments (utility availability, terrain difficulties, and similar) bear impacts on both cost and constructability. Acquisition cost must also be considered as it relates to the overall project. Providing other criteria are met, public or institutional land is typically available at low or no cost. Acquiring commercially viable property comes at a higher cost. Site acquisition cost, if any, should be considered in the overall project budget. 111 SECTION 05 | DEVELOPMENT SCENARIOS 39 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group PARKING NEEDS One of the most significant drivers of site use is parking. It must be determined how well a given site will support adequate parking. The demand for both public and staff parking must be calculated as part of the planning process. Therefore, this study estimates the number of required parking spaces on-site for the personnel using the facilities, currently and at 20-years. In the table below staff and public parking is established for the total off- street parking need; this does not include indoor parking for department fleet vehicles. STAFF PARKING NEED PUBLIC (VISITOR) PARKING Staff Personnel Peak Reduction STAFF TOTAL City Hall 52 (3) 50 80 Police 40 (3) 37 5 Total Parking 92 (6) 87 105 - Table 5.1 - It is highly recommended for public safety facilities that public and staff parking areas be separated and staff parking areas be secure, if possible, for reasons relating to the safety and security of staff while navigating between the building and parking areas. Fleet parking for patrol and unmarked/take-home vehicles will be provided separately in a secure, enclosed fleet garage. Public parking needs are largely driven by the large 100 person capacity training / community spaces. A total of 85 public parking spaces are required to meet visitor needs for the police and city hall for this reason. The proper amount of staff parking is driven by the total number of personal and fleet vehicles at the site simultaneously. Personal vehicles are those vehicles driven to the facility by personnel who own the vehicle. Fleet vehicles are all department owned vehicles provided to staff, for shared use or assigned to specific personnel. Staff parking demand has been adjusted for customary sick time or leave that may be reasonably anticipated using a 5% factor. For public safety facilities, staff working and on site are also typically able-bodied. For that reason, ADA parking needs are added to the base parking need so that necessary usable spaces are not limited. SITE UTILIZATION AND MINIMUM NEEDS With the overall building area and parking needs identified, it is possible to determine the recommended minimum site acreage through exploration of various site utilization scenarios. Beyond the building footprint, necessary parking and other paved areas, other open areas will fill the balance of the minimum site acreage needed for proper project development. These areas provide room for: · Security buffers · CPTED (crime prevention through environmental design) principles · Future building expansion · Greater design flexibility · Stormwater management 112 SECTION 05 | DEVELOPMENT SCENARIOS 40 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group · Enhancing the overall environment To gain an understanding of minimum site acreage needs under ideal conditions, we looked at typical site planning requirements that could be expected to meet the needs of your program, including an additional 10% expansion beyond the current 20-year planning period, and a site open area of 40%. This is referred to as a low-density site development, more common in suburban locations. A high-density site development scenario was also reviewed including 0% for additional expansion and a site open area of 10%. The following site needs were determined based on the planning configurations and density scenarios: - Table 5.1 - - Table 5.2 - 113 SECTION 05 | DEVELOPMENT SCENARIOS 41 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group - Table 5.3 - BUILDING CONFIGURATION OPTIONS In the consideration of the various development scenarios, we must consider the functional needs for the facility and how that space is distributed throughout the building both horizontally and vertically. Proper placement of functions inside the building is of paramount concern to ensuring operational efficiency. There are two primary factors that impact placement of specific functional areas within a building: 1. The first are internal influences such as critical adjacencies for ideal operations. While compromises are usually possible, placement of functional areas without regard to these adjacencies will result in unintended negative impacts to operations. 2. The second are external influences such as access to daylight and public access/accessibility to community-based program areas. The follow tables provide a range of building configuration options for one-story and two-story facilities with a lower level. With each proposed building configuration, the projected 20-year space needs were used to provide consistent parameters throughout the planning process. 114 SECTION 05 | DEVELOPMENT SCENARIOS 42 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group COMBINED CITY HALL & POLICE FACILITY CONFIGURATION OPTIONS - Table 5.4 - 115 SECTION 05 | DEVELOPMENT SCENARIOS 43 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group - Table 5.5 - MASTER PLANNING OPTIONS Since each concept plan being considered uses the same programmed building area, the primary differences between the planning options exploring the new site will be in how that footprint is configured, and how the remainder of the site is developed in response to that footprint. These differences will be seen in how the site is configured to accommodate: · Site access · On-site staff and public parking · Building setbacks, landscape buffer zones and standoff zones · Outdoor common spaces and secure yard areas · Stormwater management · Possibility for future expansion 116 SECTION 05 | DEVELOPMENT SCENARIOS 44 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 19000 79th Avenue | Development Option A for City Hall & Police Facility This development option represents a new two-story City Hall and Police facility to meet the departments 20-year operational needs located on greenfield site off City Center Drive. Secure parking for police fleet as well as support spaces are proposed in the lower level on the northern side. The site has ample room for the established operational needs and allows space for future expansion if needed. Based on the available information, development of this site may require adjustments to existing wetland area, this is something the city should continue to review future. This site has great potential to be utilized for a new City Hall and Police facility. The location is adjacent to the future “city center” development to the south and located on an improved street with available access to utilities. The area is also located within a walkable district with connection to established paths. Visitor parking and site access is aligned off City Center Drive at the southern portion of the site. The public parking area has potential to connect to future development south of the site. Staff parking is kept separate in secure area with access from the north and screened by the building from public view. - Option A – 117 SECTION 05 | DEVELOPMENT SCENARIOS 45 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group County Road 10 Site | Development Option B for City Hall & Police Facility This development option represents a new two-story City Hall and Police facility to meet the departments’ 20- year operational needs located on a greenfield site north of Heritage Park. Secure parking for police fleet as well as support spaces are proposed on the lower level. This option takes advantage of the established topography allowing for access to the lower level on the southern side. The site has ample room for the established operational needs and allows space for future expansion if needed. This site has good potential to be utilized for a new City Hall and Police facility with great visibility from Highway 10. The adjacency to the Heritage Park may also be a benefit with potential to connect the site with walking trails. However, this site does not have current access to utilities which would be an additional cost and the site is located off a County Highway requiring turn lanes to be constructed for safe site access. Visitor parking and site access is aligned to the west at a planned access location off Highway 10. Staff parking is kept separate in a secure area with access from the east and screened by the building from public view. - Option B - 118 SECTION 05 | DEVELOPMENT SCENARIOS 46 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 8200 County Road 116 | Development Option A for Corcoran Fire Station This development option represents a new single-story fire station with the ability to expand to meet the departments’ 20-year operational needs. The proposed facility is located on existing city hall site and would require the city hall to be relocated prior to constructing the fire station. The fire station proposed with drive through bays for safety, redundancy, and flexibility of use. This location provides great visibility within the community to the department and its proposed location would be nearby the relocated city hall and police facility just to the south on City Center Drive. The proposed location within the city limits is ideal for response. The response apron from the apparatus has direct access onto Highway 116. Public traffic and returning apparatus have access from City Center Drive limiting additional turn lanes and access point off Highway 116, improving safety. - Option A – 119 SECTION 05 | DEVELOPMENT SCENARIOS 47 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 8200 County Road 116 | Development Option B for Corcoran Fire Station This development option represents a new single-story fire station with the ability to expand to meet the department’s 20-year operational needs. The proposed facility is located on existing city hall site and would require the city hall to be relocated prior to constructing the fire station. The fire station is proposed with drive through apparatus bays for safety, redundancy, and flexibility of use. This location provides great visibility within the community to the department, and its proposed location would be near the relocated city hall and police facility just to the south on City Center Drive. The proposed location within the city limits is ideal for response. The response apron from the apparatus bays has direct access onto highway 116. In comparison to Option A, public traffic and returning apparatus all access the site from Highway 116 requiring multiple curb cuts along the Highway and making this option less ideal. Additionally, compared to Option A the position of the fire station further north on the site lessens the connection to the other city facilities proposed to the south on City Center Drive. The site has ample room to support the fire department’s operational needs with available space for future expansion. The site also allows for a generous rear apron that can be utilized for on-site fire fighter training. - Option B – 120 SECTION 05 | DEVELOPMENT SCENARIOS 48 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 9100 County Round 119 | Development Option Corcoran Public Works Restrictions of the existing facility and site make addition and expansion to the existing facility very difficult, if not improbable. The original construction of this facility in 2013, was designed to be fire suppressed via a well and surge tank. This system was sized only for the facility as constructed, and expansion would require additional wells or expansion of the fire suppression surge tank. As the facility is also served by a septic system, that system was designed for the existing building’s sanitary sewer needs only. Any capacity of the existing septic system would need to be evaluated, but there is probable capacity given the actual sanitary demand of the building. All vehicle area sanitary goes to a separator basin, that is then pumped periodically, and as such that waste does not go to the septic system. Municipal water and sanitary sewer services, are not likely to be delivered to this site, within the life time of the existing or any expansion on this site. The site, while 11 acres, has realistically between seven and eight acres of usable land. The southern quarter of the site is dominated by a delineated wetland and a shoreland setback from a bordering stream/creek that restricts the buildable area of the property. Areas within the setback could be variance to house stormwater of on-grade storage, but not above ground buildings. Additionally, the required setbacks from the implemented well and septic field, make large scale building projects limited in the potential scope. Several test fit iterations were reviewed to understand the capacity of the existing site in ideal conditions. The ideal conditions included items such as an assumption of municipal water and sewer services, which would allow abandonment of the well and septic field, and manipulation of the setbacks of the wetlands and shoreland. The most feasible plan for the existing site, includes a completely separated building, an expansion of on-site parking and expansion of the stormwater feature. This plan, provides enough square footage to nearly meet the current, immediate need as programmed. This plan however, does require a second well and potentially a fire suppression surge tank, similar to the current building, and an expansion of the existing septic field, if capacity is not available. This plan, does not allow future growth, which is most limiting to the newly formed Utilities Department, which has a larger initial growth need for staff and equipment to meet service demands. 121 SECTION 05 | DEVELOPMENT SCENARIOS 49 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group - Existing Site Feasible Expansion – -- Please refer to the Appendix for more information on the Development Concepts--- 122 50 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 06 | PROJECT COSTS 123 SECTION 06 | PROJECT COSTS 51 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group STATEMENT OF PROBABLE COST Given the nature of municipal facilities, construction should include materials and systems that guarantee high levels of durability, security, and resiliency. These systems need to be robust and of high quality to ensure the safety of personnel and are expected to last 50 plus years. The following cost estimate reflects a facility with durable, long-lasting building materials, complying with local and state regulations for essential facilities, as well industry best practices. Alternate building systems and materials can be explored as potential cost savings but may result in a lesser quality building with higher maintenance costs over the lifecycle of the facility. BKV Group collaborated with Kraus-Anderson Construction as an industry partner familiar with the region and building typology to develop a rough order of magnitude (ROM) cost specific to local conditions. Low- and high- cost ranges were provided. The budget, based on national construction cost averages adjusted for the region and verified by municipal facility experts, ensures credibility. Expertise in public safety space needs, site requirements, materials, equipment, and quality is essential for an adequate budget for future project development. Total project cost is a combination of the hard costs required to physically construct a building as well as the soft costs needed to support project development and to ready a completed facility for occupancy. 1. Hard Costs o Hard Costs refer to building construction and normal site development costs and are typically the costs charged by a Contractor to construct the project. 2. Soft Costs o Soft Costs refer to the other costs paid for by the Owner that are critical and necessary for the completion of the project. These other costs include, but are not limited to, professional fees, geotechnical exploration, site surveys, construction phase testing, and furnishings. Market conditions can dramatically affect Hard Costs. Low construction activity in a given region usually results in strong bidder participation and more competitive bids. When construction activity is high there is typically lower bidder participation and higher project construction costs. Because the project design is conceptual at this stage, we always recommend and include a design contingency. This helps to mitigate and accommodate the undefined nature of the specific project details between now and finalization of the bid documents. Escalation costs must be considered for any project that is not immediately commencing construction. An anticipated reasonable average for inflation rates over the next several years was established based on market forecasts. Historically, construction costs have had an annual escalation factor of 5-6%. If the project is planned further out from 2027, the cost estimate should be revisited prior to starting the project. Unforeseen developments such as tariffs have the potential to affect construction cost in a significant way and are not accounted for as part of this estimate. The stated probable costs do not include other outside costs such as potential signalization, improvements to and expansion of roadways, new curb cuts, and improvements in the right-of-way. These are potential things that could be needed that will have costs. Without a design solution for evaluation, those costs cannot be understood as part of this study process. The tables on the following pages illustrate the probable cost for the planning options included as part of this study. 124 SECTION 06 | PROJECT COSTS 52 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group - Table 6.1 – 125 53 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group 07 | STUDY CONCLUSIONS 126 SECTION 07 | STUDY CONCLUSIONS 54 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group FINDINGS & RECOMMENDATIONS BKV Group completed a full review of the existing facilities utilized by the City of Corcoran. BKV completed an in- depth analysis of the City Hall, Public Works, Police and Fire Department’s current and future operational space needs. BKV Group offers the following for the City’s consideration: The existing facilities are undersized and do not meet best practices for all city services. Key deficiencies include limited space, hindering efficient operations and growth. The facilities cannot support long-term needs, such as staff expansion, changing gender ratios, training, health/wellness, safety/security, modern operations, or additional vehicles and equipment. The existing site for the City Hall, Public Works and Police Station are located at 8200 County Road 116, on the other hand, there is no Fire Department within the city of Corcoran. The city divides its territories into three service-areas for fire protection -Hanover Fire Department (serves part of Corcoran), Rogers Fire Department and the West Suburban Fire District (also serves part of Corcoran). The 79th Avenue site is suitable for a City Hall,and Police Station. Based on the available information, development of this site may require adjustments to existing wetland area, this is something the city should continue to review future. This site has great potential to be utilized for a new City Hall and Police facility. The location is adjacent to the future “city center” development to the south and located on an improved street with available access to utilities. The area is also located within a walkable district with connections to established paths. The County Road 10 site takes advantage of the established topography allowing for access to the lower level on the southern side. The site has ample room for the established operational needs and allows space for future expansion if needed. However, this site does not have current access to utilities which would be an additional cost and the site is located off a County Highway requiring turn lanes to be constructed for safe site access. For the Fire Department, we proposed facility is located on existing city hall site located at 8200 County Road 116 and would require the city hall to be relocated prior to constructing the fire station. This location provides great visibility within the community to the department, and its proposed location would be nearby the relocated city hall and police facility just to the south on City Center Drive. The proposed location within the city limits is ideal for response. The response apron from the apparatus has direct access onto Highway 116. Public traffic and returning apparatus have access from City Center Drive limiting additional turn lanes and access point off Highway 116, improving safety. Another proposed design option for the Fire Department is also located on the existing city hall site at 8200 County Road 116. This would require the city hall to be relocated prior to constructing the fire station. The proposed location within the city limits is ideal for response. The response apron from the apparatus bays has direct access onto highway 116. In comparison to Option A, public traffic and returning apparatus all access the site from Highway 116 requiring multiple curb cuts along the Highway and making this option less ideal. Additionally, compared to Option A the position of the fire station further north on the site lessens the connection to the other city facilities proposed to the south on City Center Drive. 127 SECTION 07 | STUDY CONCLUSIONS 55 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group TIMELINE / NEXT STEPS With the space needs, development options and probable costs defined, the initial feasibility and conceptual planning phase is complete. The subsequent design phases of planning a facility will take up the longest duration of the total design process. The next step typically begins with commencing schematic design. The schematic design phase is one of the initial stages in the architectural planning process. During this phase, architects and designers focus on conceptualizing and defining the basic layout and form of a project based on the project’s program, budget, and site constraints. Combined, the overall design process and construction duration can typically last over two years for a complex project. So that we may illustrate a typical design-bid-build project approach we have included the preliminary project schedule below and summary of completed work to date. The final schedule will be determined between the City and the selected design/construction teams. The work listed below consists of the overall services subject to BKV’s Agreement with the City of Corcoran. Forthcoming work is not currently a part of our Agreement, although we are available to assist with any further questions or needs to support the City in advancing the project to fulfill the immediate and long-term operational needs of the City Hall, Public Works, Fire and Police Departments. WORK COMPLETED · Programming / Space Needs Assessment · Facility Operational Assessment (FOA) · Concept Planning & Site Feasibility · Cost Estimating FUTURE PROJECT PHASES & PRELIMINARY PROJECT SCHEDULE The following is proposed phasing for the projects explored within this study. · Phase 1: Relocation of City Hall and Police · Phase 2: Expansion / Renovation of Public Works · Phase 3: Construct Fire Station The following is an estimated schedule for future development for a typical phase of your project. This schedule would be comparable for a project being competitively bid or delivered via the construction manager delivery method. However, with the construction management delivery method, work onsite could commence somewhat earlier utilizing multiple bid packages, realizing some schedule efficiencies. 1. BASIC ARCHITECTURAL SERVICES (9 – 12 months) a. Schematic Design Phase i. Refine floor plans ii. Refine site design iii. Narrative of construction materials iv. Building code analysis v. Update cost estimate b. Owner Approval 128 SECTION 07 | STUDY CONCLUSIONS 56 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group c. Design Development Phase i. Refine/revise floor plan ii. Refine/revise site plan iii. Develop interior elevations iv. Update narrative of construction materials v. Develop specific construction details vi. Finalize implementation of code response vii. Specify select products and materials viii. Develop security and access concepts ix. Develop interior design x. Preliminary engineering xi. Update cost estimate d. Owner Approval e. Construction Documents Phase i. Bid drawings & technical specifications ii. Final engineering f. Owner Approval & Permit Review g. Bidding Phase i. Consider substitution requests ii. Issue contract addendum iii. Open bids h. Construction Contract Procurement i. Construction Administration i. Construction observation (conformance to the design documents) ii. Progress reports iii. Develop and issue change orders iv. Process applications for payment v. Review submittals vi. Conduct punch list inspections vii. Certify substantial completion viii. Warranty period (as needed) 2. CONSTRUCTION (12 – 16 months) Once funded, the City’s next steps will be to select and contract with an Architecture and Engineering team to complete the Contract Documents. There will be other necessary project professionals such as Surveyors and Geotechnical Engineers, that will need to be selected and contracted with to allow the project to progress effectively. If the City elects to utilize a Construction Manager, we advise that they be brought onboard during the schematic design phase to allow the greatest benefit to the City. Having a Construction Manager involved early allows them to collaborate with the City and design team to ensure constructability, budget and schedule conformance. 129 SECTION 07 | STUDY CONCLUSIONS 57 | Corcoran Facility Needs Assessment Study | 2147.01 | BKV Group CONCLUSION We hope the City of Corcoran has found this information helpful and that it will assist in your decision-making process. We want to thank you for the opportunity to work with your team and the trust you placed in us to guide your planning process. Thank you! Sincerely, The BKV Group Team 130 STAFF REPORT Agenda Item: 6.g Council Meeting: November 13, 2025 Prepared By: Dwight Klingbeil, Planner Topic: All Seasons American Service Animals Action Required: Summary Maureen Clipperton, the applicant, requests approval of an Interim Use Permit (IUP) and Site Plan to allow the expansion of a commercial kennel operation on her property at 10800 Trail Haven Road. The request also includes a Conditional Use Permit (CUP) to allow the expansion of an existing accessory structure which will result in a cumulative accessory structure footprint of the property in excess of 3,969 square feet, a CUP to allow a sidewall height of 16.10 feet in the rear yard, and an IUP to reduce the required parking minimum based on the proposed business model. Recommendation Planning Commission and Staff recommend approval Resolution 2025-108 approving the site plan and interim use permit. Council Action Approval Attachments 1. 2025-11-13 CC Report - All American Service Animals.pdf 131 Page 1 of 16 STAFF REPORT Planning Commission Meeting: November 6, 2025 Prepared By: Dwight Klingbeil Topic: All Seasons American Service Animals (PID 03-119-23-20-0005) (City File No. 25-024) Action Required: Recommendation 1. Application Request Maureen Clipperton, the applicant, requests approval of an Interim Use Permit (IUP) and Site Plan to allow the expansion of a commercial kennel operation on her property at 10800 Trail Haven Road. The request also includes a Conditional Use Permit (CUP) to allow the expansion of an existing accessory structure which will result in a cumulative accessory structure footprint of the property in excess of 3,969 square feet, a CUP to allow a sidewall height of 16.10 feet in the rear yard, and an IUP to reduce the required parking minimum based on the proposed business model. 2. Planning Commission Review The Planning Commission reviewed this item during the November 6, 2025, Planning Commission meeting. No members of the public spoke during the public hearing. During the discussion, the Commission discussed the sunset clauses for the Interim Use Permits, the desire to remove the Conditional Use Permit requirements for sidewalls exceeding 13.5 feet, the fence requirements for Commercial Kennels and existing fenced areas on site. After some discussion, the Planning Commission recommended approval of the draft resolution as presented by staff (5:0). 3. Background Conditional Home Occupation License Figure 1 Project Location 132 Page 2 of 16 On March 17, 2005, the City Council approved Resolution 2005-30, which approved a Conditional Home Occupation License for All Seasons Canine Country Club for Jeffrey and Maureen Clipperton at 10800 Trail Haven Road. This operation is a for-profit business that is separate from the non-profit operation of All Seasons American Service Animals, but both entities are comprised of operations that fall under commercial kennels within the Zoning Ordinance. Zoning Ordinance Amendment In 2017, the City Council grew concerned with the number of commercial kennels operating in the RR & UR districts. As such, Council directed Staff to revise the ordinance to eliminate commercial dog kennels as an allowed use in the residential districts, allowing them only in select commercial districts. On June 28, 2018, following a 3-0-2 vote, the Council adopted Ordinance 2018-365, which removed Commercial Kennels as a permitted use in all residential districts. On April 3, 2025, the Planning Commission held a Public Hearing to consider a Zoning Ordinance Amendment requested by the applicant to allow Commercial Kennels in the Rural Residential (RR) District once more. At that time, Commercial Kennels were only allowed in the Rural Commercial (CR), Neighborhood Commercial (C-1), and Community Commercial (C-2) districts. The Planning Commission unanimously recommended approval of the ordinance amendment, and City Council adopted the amendment on April 24, 2025. Parcel Combination The applicant owns two parcels: a 6.91-acre parcel at 10800 Trail Haven Road (PID 03- 119-23-22-0005) and an 8.2-acre parcel abutting 10800 Trail Haven Road to the south (PID 03-119-23-22-0007). In July 2025, the applicant initiated the combination of these two parcels through Hennepin County. This action will result in a single parcel with an area of 15.11 acres. Section 926 of the City Code allows lot consolidations to be approved administratively. Staff reviewed the application and found that it satisfied the requirements for the consolidation. Staff administratively approved this request on August 13, 2025. This lot combination is currently being processed by Hennepin County. For the purposes of this report, the property will be treated as a single parcel. 4. Context Zoning and Land Use The subject property is 15.11 acres in size. It is guided Rural/Ag Residential and zoned Rural Residential (RR). The parcel is currently used as a residence as well as a commercial kennel for the All-Seasons Canine Country Club. The site is located outside of the Metropolitan Urban Service Area (MUSA). Surrounding Properties 133 Page 3 of 16 All surrounding properties are all located outside of the MUSA. All surrounding properties are guided for Rural/Ag Residential and zoned Rural Residential (RR). The properties to the north and south are used for residential purposes. The properties to the east and west are used for agricultural residential. Natural Characteristics of the Site The 2040 Comprehensive Plan’s Natural Resources Inventory Areas map does not show any ecologically significant natural areas on the site. There is a small portion of a wetland complex in the northwest corner of the property. However, the proposed project area does not impact this wetland, so a wetland delineation was not required for the project since it is an expansion of an existing building. The western 150 feet of the parcel is located within the Shoreland Overlay District due to the presence of Rush Creek on adjacent properties. Rush Creek itself does not cross this site, and the proposed project area is located well outside of the Shoreland Overlay District boundary. 5. Analysis Planning staff coordinated review of the request for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, and City policies. Public Safety and the City Engineer’s comments are incorporated into this staff report, their detailed comments are included in the attached memos, and the approval conditions require compliance with the memos. A. Level of City Discretion in Decision-Making The City’s discretion in approving a Site Plan, an IUP, and a CUP is limited to whether the plan meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the application. Conditions can be added to IUP and CUP approvals to mitigate the expected impact of granting approval of the uses. B. Consistency with Ordinance Standards The applicant requests approval of a Site Plan and IUP to allow the operation of a Commercial Kennel, All-Seasons American Service Animals, at 10800 Trail Haven Road. The applicant’s narrative states that the operation would be open by appointment only for the intended purpose of training dogs for U.S. Military Veterans. The operation would include 3 employees who would be on-site between the hours of 8am and 6pm. 134 Page 4 of 16 Site Plan The site currently contains 4 accessory structures. The applicants propose an expansion to an existing structure to house the Commercial Kennel operations for All- Seasons American Service Animals. Building Size The cumulative accessory structure footprint of the existing accessory structures is 19,625 square feet. Using historical imagery, it appears that this footprint has been consistent dating back to at least 1989. These buildings were originally used for agricultural purposes and have since been used for the Canine Country Club operations. The proposed site plan would expand one of the existing structures by 2,300 square feet. This addition would increase the cumulative accessory structure footprint of the property to 21,924.8 square feet. After the applicant’s parcels are combined, the maximum by-right accessory structure footprint allowed for this property is 3,969 square feet. City Code allows properties that are 10-acres or larger to exceed the by-right footprint through a CUP. The applicants have applied for a CUP to exceed this footprint. This request is reviewed further in the Conditional Use Permit section of this report. Building Height The building containing the proposed expansion is located in the rear yard of the property. The maximum sidewall height of accessory structures in the rear yard is 13.5 feet. However, City Code allows accessory structures in the RR district to exceed this Figure 2 Site Layout 135 Page 5 of 16 limit through a CUP. The applicants are requesting approval of a CUP to allow a sidewall height of 16.10 feet. This is reviewed further in the CUP section of this report. The maximum height of all structures in the RR district is 35 feet. After completion of the proposed addition, the height of the structure would be 21.44 feet. This complies with the ordinance standard. Building Materials The front elevation will be constructed with board & batten siding, with a cast concrete stone veneer wainscot, which is an allowed material. All other elevations are to be constructed with 10” vertical steel siding. The roof will also be constructed of metal material. Section 1060.050 Subd. 1.D.3. allows accessory buildings to be constructed with metal siding and/or roofing through a Certificate of Compliance, provided they meet the standards of the Minnesota State Building Code and have been treated with a factory applied color coating system against any fading or degradation. A condition of approval shall require the applicant to provide additional documentation on the steel siding to confirm compliance with this standard. Building Setbacks The proposed site plan consists of 4 accessory structures. All accessory structures are required to maintain a minimum setback of 50 feet from the front property line along Trail Haven Road, 20 feet from the side property lines, and 15 feet from the rear property line. The current and proposed setbacks are outlined in the table below: Front Side Rear Status Required Setback 50 feet 20 feet 15 feet Proposed Building after expansion 598 feet 168 feet* 175 feet Compliant *Measurement is from the nearest side property Table 1 Accessory structure setback comparison Figure 3 Front Elevation 136 Page 6 of 16 Existing Building 1 523 feet 16.8 feet* 260 feet Legal Nonconformity Existing Building 2 697 feet 145 feet* 86 feet Compliant Existing Building 3 400 feet 275 feet* 322 feet Compliant The subject building would far exceed all of the minimum setback requirements for accessory structures in the RR district. The only building on the property that does not meet the minimum setback requirements is an existing building located northwest of the proposed building expansion. This structure is located 16.8 feet from the northern property line, where 20 feet would be required. Aerial images of the property confirm this structure pre-dates the establishment of this requirement and is a legal non- conforming structure. Parking areas are required to meet the following minimum setback requirements: - Front: 50 feet - Side and Rear: 10 feet. The parking area depicted on the site plan is located 402 feet from the front property line, 225 feet from the nearest side property line, and 328 feet from the rear property line. Grading and Drainage The City Engineer reviewed the proposed site plan and provided detailed comments in the attached memo. A condition of approval shall require a grading plan to be provided with the building permit showing spot elevations and or contours around the building. Lighting The applicant has not indicated the use of outdoor lighting. In the event that the Commercial Kennel requires the use of outdoor lighting, then a condition of approval shall require any outdoor lighting to comply with the outdoor lighting standards outlined in the Section 1060.040 within the Performance Standards of the Zoning Ordinance. Landscaping The site is subject to the landscape standards of Section 1060.070, which require: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal feet of site perimeter. - One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal feet of site perimeter, whichever is greater. Historically, City practice for existing business has been to calculate the required trees and shrubs based on building addition and screening requirements for parking areas. Using the new 2,300 square foot building addition in this calculation, the applicant is required to provide 3 overstory trees and 8 understory shrubs. A condition of approval 137 Page 7 of 16 shall require the site plan to be revised to satisfy this landscaping requirement. Since no site improvements other than the building expansion and landscaping are proposed, a Site Improvement Performance Agreement is not required for this application. However, an escrow can be retained as a security for the landscaping based on a landscape contractor’s estimate for the cost and installation of the proposed landscaping. This is called out as a condition of approval in the attached resolution. Parking The minimum number of off-street parking spaces for commercial kennels is not specified in the Parking and Loading Performance Standards of the Zoning Ordinance. In these scenarios, Section 1060.060 Subd. 9. provides that the Zoning Administrator will compute the minimum number requirement on the same basis as required for the most similar listed uses while also consulting parking reference materials. The most similar use listed in this section is “Office Buildings, Animal Clinics, Medical/Dental Clinics”, which requires one space for each 200 square feet of floor area, with a minimum of 8 stalls required. Using this formula, the number of off-street parking stalls required for All-Seasons American Service Animals would be 32 stalls (6,300 square-foot building / 200 = 31.5). The existing Canine County Club is not included in this calculation. The operation model for All-American Service Animals proposed by the applicant suggests that this level of parking is unnecessary. The applicant lives on site, it is expected that there will be 3 employees on the site at any one time, and client visits will be limited by appointment only. Based on these factors, it was determined that 7 parking stalls would sufficiently accommodate the operation. The site plan does not note any new parking areas. However, it does identify the existing parking area, which was approved with the CHOL in 2005. Based on its size, staff believes this is large enough to accommodate around 14 parking stalls. The existing Canine Country Club employs 6 employees, who are at the site at varying times. Based on the parking demands of the existing operation, and the proposed operation, staff finds that 14 parking stalls would be sufficient for this proposal. As a condition of approval, the site plan must be revised to demonstrate that the existing parking area can accommodate 14 parking stalls that meet the minimum dimensional requirements outlined in Section 1060.060 Subd. 4.C.2. Section 1060.060 Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. This is reviewed further in the Interim Use Permit section of this report. Refuse The applicant’s site plan and narrative are silent on how refuse from the commercial kennels will be hanlded. Section 1060.020 requires all exterior storage of trash/garbage 138 Page 8 of 16 to be in an accessory building enclosed by walls and roof or in closed containers within a totally screened area. At the same time covered garbage cans in agricultural and single-family districts are exempt from these screening requirements. However, a commercial kennel may generate more waste than a typical agricultural or single-family use that was anticipated with this exemption. Staff recommends a condition of approval that compliance with the screening standard for commercial uses should the applicant store refuse outside of the structures that the kennels are operating within. Signage Signs are not typically allowed in the Rural Residential zoning district. The applicant has not proposed any signage for this project. Site Access The existing driveway off of Trail Haven Road is currently used to access the residence and All Seasons Canine Country Club. The applicant plans to utilize the same access for All Seasons American Service Animals. Based on the amount of traffic generated from this type of use, staff have no concerns with the proposed access. Interim Use Permit The applicant is requesting approval of an IUP to operate a commercial kennel at 10800 Trail Haven Road. Pursuant to Section 1040.030 Subd. 5.D., commercial kennels are permitted as an interim use of the Rural Residential (RR) zoning district, subject to compliance with the following requirements: 1. Chapter 81 of the City Code. A condition of approval shall memorialize that the use will be required to comply with the Animal Ordinance standards of Chapter 81, unless otherwise defined through this IUP. 2. Commercial kennels must have a secured fenced area to prevent dogs running at large. The fenced area must contain at least 35 square feet per dog and shelter from weather. The site contains an existing fence area that satisfies this requirement. Shelter from the weather will be provided by the expansion to the existing building on-site. 3. The kennel facility must be setback at least 75 feet from any residential structure of another person and must comply with all setback requirements as identified in Section 1030.020 of the zoning ordinance. The structure containing the commercial kennel for All-Seasons American Service Animals is located more than 75 feet from any residential structure 139 Page 9 of 16 owned by another person and complies with all applicable setback requirements. In addition to the requirements specific to commercial kennel uses, all interim uses are required to comply with the Interim Use Permit standards outlined in Section 1070.030 Subd. 3. Specifically: A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3.: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The Commercial Kennel does not conflict with the Comprehensive Plan as the property is guided for large lot residential and agricultural uses. A commercial kennel has already been operating on this site for roughly 20 years, and staff is not aware of any complaints brought to the City during that time. There is no reason to suggest the expansion of their business model to include training of service dogs for U.S. military veterans would be detrimental to or endanger the public health, safety, morals or comfort of properties in the immediate vicinity for the purposes already permitted, nor would the use substantially diminish or impair the property values within the neighborhood. Allowing the expansion of the commercial kennel will not impede the normal and orderly development of surrounding properties and improvement of surrounding property for uses permitted in the RR district. The commercial kennel does not conflict with other RR district regulations with the proposed conditions of approval. Finally, the commercial kennel will conform to all other performance standards with the proposed conditions of approval outlined throughout this report. B. The use is allowed as an interim use in the respective zoning district. 140 Page 10 of 16 Commercial kennels are allowed as an interim use within the RR district as identified in Section 1040.030 Subd. 5.D. C. The date or event that will terminate the use can be identified with certainty. A condition of approval requires the IUP to expire immediately after the existing business on site ceases operations, or once the property is sold to another party. D. The use will not impose additional unreasonable costs to the public. Staff has no reason to believe that the requested use will add an unreasonable cost to the public as there has been no documented cost attributed to the current commercial kennel on the site. E. The user agrees to any conditions that the City Council deems appropriate for the permission of the use. The Council may add additional conditions of approval for the use which may be included in the approving resolution. Staff proposes that the conditions of the 2005 resolution be upheld unless otherwise modified by this resolution. The applicant also requests approval of an IUP to allow a reduction in the number of parking stalls required for the business expansion from 32 to 7. Section 1060.060, Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. Staff believe the documented operation plan and residency of the applicant provides the necessary data to reduce the formal parking requirements of the facility to 7. The applicant’s business model includes 3 volunteer employees, and occasional site visits from their clients by appointment only. Further, the applicant provided that their current operations only require 7 parking stalls on a regular basis. The site plan shows a paved parking area on-site but does not depict the number of stalls that it could support. Using rough calculations, this area should be able to accommodate 14-15 parking stalls comfortably. Based on the data provided, staff believes 14 spaces is needed for effective operation of both components of the applicant’s commercial kennel on the site. As a condition of approval for the IUP to reduce parking, the site plan must be revised to depict a total of at least 14 parking stalls in the parking area with dimensions that comply with the minimum dimensional requirements of the Parking and Loading Performance Standards found in Section 1060.060 Subd. 4.C.2. Staff believes there is plenty of space to accommodate this requirement without any changes required for the parking area. To grant an IUP to reduce formal parking spaces to 7, the request must satisfy the criteria outlined in Section 1070.030, Subd. 3: 141 Page 11 of 16 A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3.: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Granting an IUP to reduce the parking space requirement for the proposed commercial kennel is not in conflict with the Comprehensive Plan. The property is guided Rural/Ag Residential and a requirement for more parking spaces than necessary based on the available data would be in conflict with the rural character of this area. An IUP to reduce parking requirements based on the proposed business model will promote and enhance the general public welfare as it will protect the rural/ag residential character of the property and neighborhood. The existing parking is anticipated to accommodate the number of employees and clients that will access the site without creating a detriment or endangering the public health, safety, morals, or comfort of the surrounding area. Granting an IUP for reduced parking spots based on the documented business model will not be injurious of the use and enjoyment of other property in the immediate vicinity nor substantially diminish and impair property values within the neighborhood. There is enough space to accommodate anticipated parking demand within the existing parking area. Requiring more parking spaces than necessary may arguably be more injurious to the surrounding vicinity. 142 Page 12 of 16 Granting an IUP to reduce parking space requirements will not prevent nor discourage the normal and orderly development and improvement of surrounding properties. Public facilities and services are not required for a reduction in parking spaces. A condition of the IUP shall restrict parking for the commercial kennel to off-street parking, not in the public right of way. A condition of the IUP will require confirmation the parking area complies with the minimum dimensional requirements of the Zoning Ordinance. With this condition, the reduced parking IUP will conform to the applicable regulations B. The use is allowed as an interim use in the respective zoning district. The parking performance standards provide that parking reductions can be granted as an IUP. This use is not tied to a specific zoning district and is allowed to be granted in the RR zoning district. C. The date or event that will terminate the use can be identified with certainty. A condition of approval should require the interim use permit to expire immediately after either the existing business on the site cease operations, the property is sold to another party, or the parking demands on the site exceeds the number of stalls provided. D. The use will not impose additional unreasonable costs to the public. Staff has no reason to believe that the requested reduction in parking stalls would impose additional unreasonable costs on the public. A condition of the IUP requires parking to occur on site, and public roadways, such as Trail Haven Lane, cannot be used to satisfy the parking demands of the operation. E. The user agrees to any conditions that the City Council deems appropriate for the permission of the use. The Council may add additional conditions of approval for the use which may be included in the approving resolution. Typically, the site plan must also demonstrate that the site could accommodate the full number of parking stalls required by City Code. However, staff finds that applying a square footage-based calculation for this type of use would be inappropriate and excessive. Instead, a condition of approval shall require the site plan to be revised to show proof of 143 Page 13 of 16 parking for 10 additional stalls. This would confirm that there is sufficient space for the parking area to expand if needed in the future. If the operation expands and more than 6 employees for the Canine Country Club and 3 employees for the American Service Animals, then the applicant must apply for a new IUP. Staff also recommends that a condition of approval require maintenance of public safety access through the duration of the IUP. If the parking area and driveways deteriorate to the point that emergency vehicles cannot safely and effectively access the site, the applicant will be required to upgrade the areas of concern to the prevailing City standards at that time. Conditional Use Permit The applicants also requested approval of a CUP to allow an expansion of an existing accessory structure which will result in sidewalls exceeding 13.5’ in height within the rear yard, and a cumulative accessory structure footprint exceeding 3,969 square feet. In order to grant a CUP, the standards of Section 1070.020 Subd. 3 must be met: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The proposed building is not in conflict with the Comprehensive Plan. b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. The proposed use would not be detrimental to or endanger public health, safety, morals, or comfort, as the property already exceeds the 3,969 square-foot limit. The additional space would be used to train service animals which will contribute toward the enhancement of the general public welfare. Additionally, the proposed use would improve an existing building on the property that is currently vacant. This improvement would not be detrimental to or endanger the public health, safety, morals, or comfort. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Assuming the recommended conditions of approval are adopted, staff does not find reason to believe the CUP for the accessory structure would be injurious to the use 144 Page 14 of 16 and enjoyment of the surrounding properties for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Most of the structure’s footprint exists today without reason to believe it has been injurious to the surrounding property. The proposed improvements to the structure will support a use consistent with the existing operations on the property, and the additional building area is not expected to result in an increase in traffic that cannot be accommodated on site. The external and visual impact to surrounding properties is expected to be minimal. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The surrounding properties are used for a mix of residential and agricultural uses. The proposed structure does not preclude improvement or further development of the surrounding properties. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to accommodate the proposed use. An additional accessory structure will not impact the demand for services. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. If the CUP is approved with the conditions of approval as recommended by staff, the use will comply with the district regulations for the RR zoning district. g. The conditional use and site conform to performance standards as specified by this Chapter. If the CUP is approved with the conditions of approval as recommended by staff, the use will comply with the performance standards for accessory structures within the Zoning Ordinance. Additionally, the request for a CUP to exceed the by-right sidewall height of 13.5 feet in the rear yard of the property is allowed by Section 1030.020, Subd. 5(D) subject to the following specific standards: 1. The proposed use shall be in conformance with all City regulations. The proposed use is in conformance with the City regulations. The proposed improvements meet setbacks, size requirements, architectural requirements, and 145 Page 15 of 16 the underlying requirements of the Rural Residential zoning district. A condition of approval included in the draft resolution is that the structure cannot be used as a living space without separate approval for an accessory dwelling unit to ensure compliance with the land use requirements of the RR zoning district. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites, and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. The applicant submitted a certificate of survey and site plan that show the required features. 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. Staff finds that the sidewall height complies with the general CUP standards as outlined above in this report. 4. The building materials standards required by this Section have been met. As noted previously, the proposed expansion would be constructed with board & batten siding, and a concrete stone veneer wainscot. Both materials are allowed materials for accessory structures in the RR district. The remaining elevations would be constructed with metal siding, along with metal roofing around the entire structure. Section 1060.050 Subd. 1(D) of the Zoning Ordinance allows metal siding and/or roofing provided they meet the Minnesota State Building Code standards and are treated with a factory applied color coating system that protects against fading. A condition of approval will require the applicant to provide more information on the steel siding to confirm compliance with this requirement. Each façade includes visual interest items, such as doors, windows, columns, porches, etc. This design provides architectural interest to the large building. 5. The proposed building will be compatible with surrounding land uses. The proposed use is compatible with the surrounding land uses. The building exists today, and the proposed expansion and improvements are not expected to be incompatible with the surrounding area. Summary 146 Page 16 of 16 Staff reviewed the plans for a commercial kennel, All Seasons American Service Animals, with the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and found that the applicable standards have been met with the proposed conditions of approval. 6. Recommendation Planning Commission and Staff recommend approval of the following: - Resolution 2025-108 approving the site plan and interim use permit with the conditions of approval as presented by staff. Attachments: 1. Resolution 2025-108 Approving the Site Plan, Two Interim Use Permits, and Two Conditional Use Permits for All-Seasons American Service Animals 2. Applicant Narrative 3. Engineer Memo dated October 22, 2025 4. Site Plan received October 10, 2025 5. Building Plans received September 8, 2025 147 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 1 of 7 Motion By: Seconded By: APPROVING A SITE PLAN, TWO INTERIM USE PERMITS, AND TWO CONDITIONAL USE PERMIT FOR A COMMERCIAL KENNEL AT 10800 TRAIL HAVEN ROAD (PID 03-119-23-20- 0005 & 03-119-23-22-0007) (CITY FILE 25-024) WHEREAS, Maureen Clipperton (“the applicant”) requested approval of an interim use permit to allow the operation of a Commercial Kennel on the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the request at a duly called public hearing and recommended approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions: 1. A site plan, two interim use permits, and two conditional use permits are approved to allow the operation of a commercial kennel as shown on application materials and plans received by the City on August 7, 2025, with additional information received on September 8, 2025, and October 10, 2025, except as amended by this resolution. 2. The applicant must comply with all conditions in the City Engineer’s Memo dated October 22, 2025. 3. The applicant must comply with all conditions in the Public Safety memo dated November 5, 2025. 4. Grading plan must be reviewed and approved by the City Engineer prior to issuance of any building permits. 5. The applicant must submit additional documentation for the building materials before a certificate of compliance is granted, subject to the following conditions and findings: a. The proposed building and roof material is treated with a factory applied color coating system against any fading or degradation pursuant to the standards outlined in Section 1060.050 Subd. 1.D.3. 6. An interim use permit is granted to allow the operation of an commercial kennel, subject to the following conditions and findings: a. The criteria applicable to the Commercial Kennel standards are satisfied as outlined in Section 1040.030 Subd. 5(B): i. The Commercial Kennel shall comply with all applicable requirements outlined in Chapter 81 of the Corcoran City Code. 148 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 2 of 7 ii. The existing fenced area on site is sufficient for the number of dogs being trained for All Seasons American Service Animals. iii. The kennel facility is located more than 75 feet from any residential structure owned by another person and complies with all applicable setback requirements. b. Applicable criteria are satisfied as outlined in Section 1070.030 (Interim Use Permits) of the Corcoran Zoning Ordinance: i. The application meets the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. 1. The Commercial Kennel is consistent with agricultural uses anticipated on this site by the Comprehensive Plan. 2. The establishment of the interim use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort of the community. 3. The interim use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the interim use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available for the interim use. 6. The interim use, in all other respects, conforms to the applicable regulations of the RR district in which it is located. ii. The use is allowed as an interim use of the Rural Residential zoning district. iii. The interim use shall expire immediately after the existing business on site ceases operations, or once the property is sold to another party. iv. The use will not add an unreasonable cost to the public. c. The use shall be subject to the following conditions: i. If outdoor lighting is to be used, it must comply with the outdoor lighting standards outlined in Section 1060.040 of the Zoning Ordinance. 149 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 3 of 7 ii. Up to 6 employees are allowed for the Canine Country Club, and up to 3 employees are allowed for All Seasons American Service Animals. iii. The conditions of Resolution 2005-30 shall be upheld unless otherwise modified by this resolution. iv. Any exterior storage of trash shall be located within an accessory building enclosed by walls and roof or in closed containers within a totally screened area in accordance with Section 1060.020 of the Zoning Ordinance. 7. An interim use permit is approved to allow the reduction of required parking stalls for the property to 14 stalls and is subject to the finding that the applicable criteria in Section 1070.030 (Interim Use Permits) of the Corcoran Zoning Ordinance have been satisfied. Specifically: a. The application must meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. i. The proposed reduction is consistent with the uses anticipated on for a site under the Rural / Agricultural guidance. ii. The establishment of the interim use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort of the community. iii. The interim use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. iv. The establishment of the interim use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Adequate public facilities and services are available. vi. The interim use, in all other respects, conforms to the applicable regulations of the I-1 District in which it is located. vii. The interim use and site generally conform to the performance standards as specified by this chapter. b. The parking performance standards are not tied to a specific zoning district and allows for parking reductions in all zoning districts. c. The interim use shall expire immediately after the existing business on site ceases operations, once the property is sold to another party, or the parking demands exceed what can be accommodated on-site. 150 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 4 of 7 d. The use does not impose additional unreasonable costs to the public. e. The reduced parking stalls use is subject to the following conditions: i. Parking for the operations on-site must be accommodated with off-street parking on an improved parking lot. ii. The parking area must be able to accommodate 14 parking stalls that meet the minimum dimensional requirements found in the Parking Performance Standards section in the Zoning Ordinance. iii. The applicant must provide proof of parking for at least 10 additional stalls. iv. The applicant must maintain public safety access through the duration of the IUP. If the parking area and driveways deteriorate to the point that emergency vehicles cannot safely and effectively access the site, the applicant will be required to upgrade the areas of concern to the prevailing City standards at that time. 8. A conditional use permit is approved to allow the expansion of an accessory building that would result in a cumulative accessory structure footprint of 21,925 sq. ft., with sidewalls that are 16.10 ft. in height, based on the finding that that conditional use permit standards in Section 1070.020 are satisfied: a. The proposed use conforms with City regulations, as it meets the necessary setback requirements, architectural requirements, and the underlying requirements of the Rural Residential zoning district. b. The proposed use complies with the Conditional Use Permit standards as outlined in Section 1070.020: i. The proposed building does not conflict with the Comprehensive Plan. ii. The establishment, maintenance, and operation of the use will promote and enhance the public welfare as it will allow the applicant to properly train service animals on a site that already trains dogs. iii. The use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for the purposes already permitted, nor will it substantially diminish and impair property values within the neighborhood with the conditions outlined within this resolution. iv. The establishment of the use will not preclude improvement or further development of the surrounding properties. v. The use will not impact the demand for services as there are adequate public facilities available for the building. vi. The use will comply with the district regulations of the Rural Residential zoning district. 151 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 5 of 7 vii. The proposed use complies with the performance standards for accessory structures within the Zoning Ordinance. 9. A Conditional Use Permit is approved to allow the accessory building to exceed the allowed sidewall height limit to 20 feet, based on the finding that the specific standards of Section 1030.020, Subd. 5.D. have been satisfied: a. The proposed use shall be in conformance with all City regulations. The structure cannot be used as an Accessory Dwelling Use unless otherwise approved by the City. b. A certificate of survey was provided that identifies the required features. c. The height complies with the Conditional Use Permit Standards outlined in Section 1070.020 of the Corcoran Zoning Ordinance. d. The proposed building must obtain a Certificate of Compliance to comply with the building material requirements of the Zoning Ordinance. e. The proposed building is compatible with the surrounding land use. 10. FURTHER, that the following conditions be met prior to making improvements on site: a. The site plan must be revised to meet the following conditions: i. Parking dimensions must be shown on the existing parking area to demonstrate that 14 parking stalls can be accommodated. ii. An outdoor fenced area must provide at least 35 square feet per dog being trained by All Seasons American Service Animals. iii. Landscaping must be shown in the form of at least 3 overstory trees and 8 understory shrubs. 11. Prior to release of escrow, the following must be completed: a. All Fencing must be installed to provide outdoor space of at least 35 square feet per dog being trained by All Seasons American Service Animals. b. Landscaping must be planted in accordance with the landscaping standards of Section 1060.070. 12. The applicant shall record the approving resolution with Hennepin County and provide proof of recording to the City. 13. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 152 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 6 of 7 14. The interim use shall terminate on the happening of any of the following events, whichever occurs first: a. If the commercial kennel ceases. b. If property ownership changes. c. If ownership of the business changes. d. If a Notice of Termination for the Stormwater Pollution Prevention Plan is submitted to the Minnesota Pollution Control Agency. e. If there is a failure to meet other local, state, and federal regulations. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 153 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-108 Page 7 of 7 ATTACHMENT A THAT PART OF THE W 863.64 FT OF THE NW 1/4 OF THE NW 1/4 SEC 3 T 119 R 23 LYING N OF THE S 600 FT THOF AND S OF THE N 378 FT THOF EX ROAD And THE N 300 FT OF S 600 FT OF W 863.64 FT OF NW 1/4 OF NW 1/4 AND THAT PART OF NW 1/4 OF NW 1/4 LYING E OF W 863. 64 FT THOF S OF N 810 FT THOF AND N OF S 300 FT THOF EX ROAD 154 15 5 Memo To: Kevin Mattson, City Engineer Public Works Director From: Steve Hegland, PE Project: All Seasons American Service Animals Site Plan Review Date: October 22, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Parcel Combination Survey/Site Plan by Premier Land Surveying, LLC Dated 08/07/25 Comments: General: 1. The proposed site plan includes building expansions of approximately 10’ to the northern and western sides of the existing building and approximately 15’ to the southern side of the existing building. 2. The building plans do not show proposed parking stalls but there appears to be significant parking available within the blacktop and gravel surface areas. The parking should be confirmed to be adequate for the proposed site plan. 3. The building expansions to the south and west could impact the gravel drive south of the building. If modifications are necessary to maintain the drive, this should be shown on the building permit plans. 4. The proposed improvements are below the necessary thresholds for a stormwater management plan. 5. No proposed grades are provided but the site plan indicates with arrows that runoff will be routed around the building. At the time of the building permit, a grading plan should be provided which shows spot elevations and or contours around the building. It appears that the building expansion to the north could impact the driveway access to the building east of the proposed expansion. The applicant should review the grading in this area to confirm no sloping or retaining walls are necessary. 6. Based on the elevations around the existing building, it is assumed the finished floor is at an approximate elevation of 946.4 7. The site plan should confirm if existing fence will be impacted by expansion. 8. It is assumed that no modifications to the water and sewer are necessary to accommodate the proposed expansion. If modifications are necessary, the applicant shall be responsible for permitting those improvements through Hennepin County or MDH for any adjustments to the well and septic onsite as this parcel is not serviced with public utilities. End of Comments 156 Traverse PC 157 SQUARE FOOTAGE CALCULATIONS FINISHED SQ. FTG. 3360 SQ.FT. UNFINISHED SQ. FTG. 2880 SQ.FT OVERALL FIRST FLOOR SQ. FTG. 6240 SQ.FT. TOTAL FINISHED SQ. FTG:3360 SQ.FT. GRAND TOTAL SQ. FTG: 6240 SQ.FT. BUILDING CODE REVIEW BASED ON 2020 MN STATE ACCESSIBILITY CODE OCCUPANT LOAD BASED ON USE PLUMBING FIXTURE COUNT BASED ON 2020 MN STATE BUILDING CODE BASED ON 2018 IBC DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. SHEET INDEX :::: C COVER A1 FRONT & LEFT ELEVATIONS A2 REAR & RIGHT ELEVATIONS A3 ROOF PLAN A4 FOUNDATION PLAN A5 FIRST FLOOR PLAN D1 SECTION D2 SECTION D3 INTERIOR ELEVATIONS 1. ALL EXTERIOR WALLS TO BE 16" O.C. WITH DOUBLE TOP PLATE UNLESS NOTED OTHERWISE. (U.N.O) 2. WALL FRAMING SHALL BE S.P.F. STUD GRADE OR BETTER UNLESS OTHERWISE NOTED. 3. ALL HEADERS SHALL BE PER PLAN. 4. ALL EXTERIOR HEADERS SHALL HAVE (1)2X6 BEARING STUD & (1) 2X6 FULL HEIGHT KING STUD ON EACH SIDE U.N.O. (REVIEW PLANS) 5. ALL INTERNAL HEADERS & BEAMS SHALL HAVE (1)2X6 OR (1)2X4 BEARING STUD ON EACH SIDE UNLESS OTHERWISE NOTED. 6. EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL CONSISTING OF ORIENTED STRAND BOARD (OSB).-ALL FLOOR AND CEILING SYSTEMS TO BE CHECKED AND DESIGNED BY THE DESIGNATED MANUFACTURER. FLOOR PLANS TO BE ON SITE. 7. HEADER SIZES ARE TO BE USED PER PLAN AND DEVIATION FROM ANY SIZE MUST BE APPROVED BY DESIGNERS. 8. PRESSURE TREADED WOOD IS TO BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE AND AT 2X6 MUD SILL. TREATED MEMBERS TO BE S.Y.P.#2 OR BETTER. 9. FOR OPENINGS IN EXTERIOR WALLS OR WALLS WITH LATERAL LOADING: a. 0'-0" - 4'-0" = 1 JACK STUD b. 4'-0" - 8'-0" = 2 JACK STUDS c. 8'-0" - 12'-0" = 3 JACK STUDS d. GREATER THAN 12' AT OPENINGS = CONSULT ENGINEERING 10.POSTS CALLED OUT ARE NUMBER OF TRIMMER/JACK STUDS REQUIRED PER SIDE OF OPENING. 1. ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.S.F.SOIL. 2. FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THAN 3'4". 3. 1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 6' O.C. MAX. 12" MIN FROM EACH END. MINIMUM OF 2 BOLTS IN EACH SILL PLATE (REFER TO STRUCTURAL PAGES). 4. PAD FOOTING REINFORCEMENT IS TO BE LOCATED (3") FROM BOTTOM OF FOOTING TYP. (WHEN REQUIRED)REFER TO STRUCTURAL PAGES FOR ADDITIONAL INFORMATION REGARDING RE-BAR/ETC. 5. 1. ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF R-20. 2. ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF R-49. ALL FLOOR SPACES OVER 3. UNCONDITIONED SPACE OR CANTILEVERED ARE TO BE INSULATED TO MIN.R30. C COVER SHEET SCALED PRINT @ 24X36 1. CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. ALL WALLS ARE TO HAVE 1/2" GYPSUM BOARD UNLESS NOTED OTHERWISE. 3. GARAGE CEILING AND WALLS THAT ADJOIN HOUSE WALLS ARE TO BE 5/8" GYPSUM BOARD PER CODE. 1. ALL WINDOWS AND DOORS TO BE DOUBLE PANE GLASS PANELS WITH LOW-E RATINGS. 2. WINDOWS WITHIN 24" OF A DOOR SWING MUST BE TEMPERED PER CODE. 3. ANY WINDOW ABOVE A TUB/WET AREA MUST BE TEMPERED PER CODE. 4. ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED PER CODE. 5. WINDOW GLAZING MUST BE AT LEAST 18" A.F.F. WHEN WINDOW IS ABOVE 6' FROM GRADE. IF WITHIN 18", WINDOW MUST BE TEMPERED. 6. ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSIONS OF 24" IN HEIGHT & 20" IN WIDTH, SILL HEIGHT NOT TO BE GREATER THAN 44" A.F.F. 7. WINDOWS WITH SILLS WITHIN 2' OF THE FLOOR THEY SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A FALL PREVENTION OR OPENING LIMITER DEVICE PER CODE. 1. ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO BE VERIFIED AND INSTALLED PER CODE BY APPROVED TRADES AND INSTALLERS. 2. HVAC CONTRACTOR TO VERIFY LAYOUT FOR DUCT-RUNS BEFORE INSTALLATION, IF MODIFICATION IS REQUIRED, REPORT INFORMATION/CHANGES TO CONTRACTOR & LITTFIN DESIGN. 15 8 SCALE : 1/4" = 1'-0" FRONT ELEVATION2 METAL ROOF METAL ROOF 12"X12" STRAIGHT COLUMN, PER DETAIL 16 ' - 1 1 / 8 " 12 ' - 1 1 / 8 " 4' - 0 " 16 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " 26 ' - 9 1 / 4 " 12"X12" STRAIGHT COLUMN, PER DETAIL 1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES, EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVER ENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONAL LOCATIONS OF ICE AND WATER BARRIER AS NEEDED IN FIELD. 2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND IRC CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 13. GRADE CONDITIONS MAY VARY ON SITE. -MATERIAL: CAST CONCRETE, VERIFY W/ SPEC. -MATERIAL: SMART-PANEL, VERIFY W/ SPEC. -MATERIAL: STEEL, VERIFY W/ SPEC. 3/4" = 1'-0" 12"X12" COLUMN DETAIL3 CEILING/DROPPED BEAM PER PLAN METAL CONNECTOR @ TOP 12" COLUMN FINISH MATERIAL PER SPEC. CENTER POST, VERIFY WITH PLAN. CENTER POST, VERIFY WITH PLAN.SECTION TOP BASE CENTER POST, VERIFY WITH PLAN. 12" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ BASE 12" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. METAL ROOF 12"X12" STRAIGHT COLUMN, PER DETAIL 12"X12" STRAIGHT COLUMN, PER DETAIL SCALE : 1/4" = 1'-0" LEFT ELEVATION1 10 ' - 2 1 / 4 " 16 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " 16 ' - 1 1 / 8 " 8' - 0 " 8' - 0 " DROP FOOTING TO 8' DUE TO GRADING VERIFY LOCATION ON SITE 12"X12" STRAIGHT COLUMN, PER DETAIL A.) 8" FASCIA PER SPEC. C.) SIDING PER PLAN B) VENTILATED SOFFIT AT OVERHANGS A.) 3" PRECAST CAP PER SPEC. B.) MEASUREMENT FROM TOP OF CAP TO GRADE C.) STONE VENEER PER PLAN D.) GRADE 3' - 3 " DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. A1 FRONT & LEFT ELEVATIONS SCALED PRINT @ 24X36 15 9 SCALE : 1/4" = 1'-0" REAR ELEVATION2 METAL ROOF 16 ' - 1 1 / 8 " 8' - 0 " 8' - 0 " 16 ' - 1 1 / 8 " 12 ' - 0 " 4' - 0 " DROP FOOTING TO 8' DUE TO GRADING VERIFY LOCATION ON SITE 12"X12" STRAIGHT COLUMN, PER DETAIL 12"X12" STRAIGHT COLUMN, PER DETAIL 1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES, EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVER ENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONAL LOCATIONS OF ICE AND WATER BARRIER AS NEEDED IN FIELD. 2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND IRC CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 13. GRADE CONDITIONS MAY VARY ON SITE. 3/4" = 1'-0" 12"X12" COLUMN DETAIL3 CEILING/DROPPED BEAM PER PLAN METAL CONNECTOR @ TOP 12" COLUMN FINISH MATERIAL PER SPEC. CENTER POST, VERIFY WITH PLAN. CENTER POST, VERIFY WITH PLAN.SECTION TOP BASE CENTER POST, VERIFY WITH PLAN. 12" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ BASE 12" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. SCALE : 1/4" = 1'-0" RIGHT ELEVATION1 METAL ROOF 12"X12" STRAIGHT COLUMN, PER DETAIL 16 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " 16 ' - 1 1 / 8 " 4' - 0 " 12 ' - 0 " 12"X12" STRAIGHT COLUMN, PER DETAIL A.) 8" FASCIA PER SPEC. C.) SIDING PER PLAN B) VENTILATED SOFFIT AT OVERHANGS A.) 3" PRECAST CAP PER SPEC. B.) MEASUREMENT FROM TOP OF CAP TO GRADE C.) STONE VENEER PER PLAN D.) GRADE 3' - 3 " -MATERIAL: CAST CONCRETE, VERIFY W/ SPEC. -MATERIAL: SMART-PANEL, VERIFY W/ SPEC. -MATERIAL: STEEL, VERIFY W/ SPEC. DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. A2 REAR & RIGHT ELEVATIONS SCALED PRINT @ 24X36 16 0 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4: 1 2 SL O P E 4: 1 2 SL O P E RIDGE VENT RI D G E V E N T VA LLE Y VALLEYRIDGE VENT 4: 1 2 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E RI D G E RIDGE 2' - 0 " T Y P 2' - 0 " T Y P 2' - 0 " T Y P 2' - 0 " T Y P 1' - 1 0 " T Y P 2' - 0 " T Y P 1' - 6 " T Y P 1'-6" TYP 1' - 6 " T Y P 1'-6" TYP 1'-0" TYP 2'-0" TYP 1'-6" TYP 1'-6" TYPRI D G E SCALE: 1/4" = 1'-0" ROOF PLAN1 RI D G E V E N T 2' - 0 " T Y P 2'-0" TYP2'-0" TYP 1. ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES, EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVER ENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONAL LOCATIONS OF ICE AND WATER BARRIER AS NEEDED IN FIELD. 2. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND IRC CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 13. GRADE CONDITIONS MAY VARY ON SITE. DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. A3 ROOF PLAN SCALED PRINT @ 24X36 16 1 C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J - 16' HIGH SIDE WALLS @ POLE BUILDING - SEE TRUSS MANUFACTURERS DRAWINGS FOR ADDITIONAL BRACING REQUIREMENTSSCALE: 1/4" = 1'-0" FOUNDATION PLAN1 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. HATCHED AREA INDICATES SLAB RECESS FOR CURBLESS SHOWER 12 ' - 1 0 1 / 2 " 3' - 6 " 4'-0"16'-2 1/2" 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT W/ 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL F.D. 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . 20 " X 8 " C O N T . SP R E A D F T G . C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT W/ 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL 1 D1 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT OVER COMPACTED FILL 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT OVER COMPACTED FILL 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT OVER COMPACTED FILL 4" CONCRETE SLAB W/ FIBERMESH REINFORCEMENT OVER COMPACTED FILL 1 D2 8" 8" 12'-0" 8" 8" 6" 6" 8" 8" 32'-0"60'-0" 104'-0"8'-0"4'-0" 6" 6" 8" 8" 8" 8" 6"8" 6" 8" 8' - 0 " 6' - 8 1 / 2 " 60 ' - 0 " 8" 8" 44'-0" 8" 6" 8" 6"8" 8' - 0 " 60 ' - 0 " 8' - 5 " 8' - 0 " 8" 8" 8" 8" 43 ' - 7 " 8" 6" 10" 48'-0"56'-0" 30'-0"30'-0" 8' - 0 " 45 ' - 3 3 / 4 " 8' - 0 " 8" 8" 4'-0" 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL. 4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIAL AS COLUMN SUPPORTING MEMBER ABOVE, BLOCKING MAY BE "BROKEN" BETWEEN LEVELS U.N.O. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE 1 2" NOMINAL (OR 15 32") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. ATL: 16 GA 1-3 4", 3" @ EDGES/ 6" AT FIELD. 9. FLOOR DECKING TO BE 3 4" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/12" O.C. @ FIELD (CODE MINIMUM). 10.REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. 1. FOUNDATIONS TO BE POURED PER SITE SOIL CONDITION- VERIFY ON SITE. 2. ALL REINFORCING IS TO BE INSTALLED PER IRC REGULATED STRUCTURAL DESIGN BY CONCRETE TRADES. 3. PROVIDE 1 2" ANCHOR BOLTS EMBEDDED 7" MIN., SPACED PER CODE AND 12" MAX FROM EACH END OF SILL PLATE, MIN 2 PER SILL. REFER TO COVER SHEET. 4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSIST OF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS. 5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESS NOTED OTHERWISE. 6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OF DRAINS. 7. ALL WOOD MATERIAL CONTACTING DIRECTLY TO CONCRETE MUST BE TREATED. 8. PROVIDE DRAIN TILE AROUND PERIMETER AS SHOWN. LATERAL SOIL PRESSURE ASSUMED TO BE 30 PSF/FT. 9. -SH3'X5' =SINGLE HUNG 3'0" BY 5'0" -FX2'6"X2'6" = FIXED 2'6" BY 4'6" -CASE3'X5' = CASEMENT 3'0" BY 5'0" -2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL -2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN 1. FOR EASE OF UNDERSTANDING, GRADE AT FRONT OR FRONT OF GARAGE DOORS IS CONSIDERED 0'0" ON THIS FOUNDATION PLAN 2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE 3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR & INSTALLER TO VERIFY IF ADDITIONAL GRASPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. 4. 1/2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OF STAIRS PER CODE. 5. INDICATES INTERIOR BEARING WALL, 16" O.C. STUDS 6. PERMANENTLY ATTACHED LADDER PER CODE & MINIMUM 3'X3' EGRESS AREA BUILT PER IRC 7. FILL EGRESS WELL W/ GRAVEL BACKFILL & INSTALL DRAIN TILE CONNECTION TO DRAIN EGRESS PROPERLY. 8. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER IRC CODE SECTION 302.12, MIN. 1 2" GYPSUM BOARD (OR) 3 8" STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE OF 1000 SQ.FT.-SEPARATE INTO EQUAL SPACES. SD SD DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. A4 FOUNDATION PLAN SCALED PRINT @ 24X36 16 2 F.D. CONCRETE 11'11"X11' POLISHED CONCRETE 47'3"X58'7" POLISHED CONCRETE POLISHED CONCRETE 21'4"X22' POLISHED CONCRETE 15'9"X10'6" POLISHED CONCRETE 8'X8' CONCRETE SCALE : 1/4" = 1'-0" 3360 OFFICE AREA SQUARE FEET / 2880 TRAINING SQUARE FEET / 6240 TOTAL FOOTPRINT FIRST FLOOR1 POLISHED CONCRETE 11'11"X11' POLISHED CONCRETE 8'5"x10'6" POLISHED CONCRETE 18'4"X12'2" POLISHED CONCRETE 24'3"X36'1" POLISHED CONCRETE 8'X6' POLISHED CONCRETE 8'5"x10'6" 1'-4" Ø5'-0" 48"X30" CLEAR SPACE POLISHED CONCRETE 8'6"X6'5" Ø5'-0" 48"X30" CLEAR SPACE POLISHED CONCRETE 21'4"X8' POLISHED CONCRETE 8'6"X11'1" POLISHED CONCRETE 11'X12'2" POLISHED CONCRETE 11'X23'5" CO N C R E T E 12"X12" STRAIGHT COLUMN, PER DETAIL 12"X12" STRAIGHT COLUMN, PER DETAIL TE M P . 1: 1 2 SL O P E 1: 1 2 SL O P E 1: 1 2 SL O P E 1: 1 2 SL O P E 1: 1 2 SL O P E RO O F T R U S S S Y S T E M AB V . 2 4 " O . C . ( O R ) P E R TR U S S P E R M A N U F . ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF. RO O F T R U S S S Y S T E M AB V . 2 4 " O . C . ( O R ) P E R TR U S S P E R M A N U F . RO O F T R U S S S Y S T E M AB V . 2 4 " O . C . ( O R ) P E R TR U S S P E R M A N U F . RO O F T R U S S S Y S T E M AB V . 2 4 " O . C . ( O R ) P E R TR U S S P E R M A N U F . RO O F T R U S S S Y S T E M AB V . 2 4 " O . C . ( O R ) P E R TR U S S P E R M A N U F . GIRDER TRUSS ABV. DR O P P E D B E A M A B V . FLUSH BEAM ABV. 6"6" 6'-2"5'-5 1/2"5'-5 1/2"5'-5 1/2"8'-5 1/2"12'-4 1/2"12'-7 1/2" 9'-6"16'-0"16'-0"6'-6" 48'-0"56'-0" 8'-0"104'-0" 3' - 0 1 / 2 " 2' - 6 1 / 4 " 6" 9' - 2 " 60 ' - 0 " 5' - 6 1 / 2 " 8' - 5 1 / 2 " 23 ' - 1 1 " 12 ' - 1 1 " 13 ' - 0 " 10 ' - 1 1 1 / 4 " 2' - 0 " 8' - 2 1 / 2 " 2' - 8 1 / 2 " 6" 6' - 0 " 6' - 0 " 6' - 0 " 4'-11"4'-1"6'-0"3'-6"6' - 1 1 / 2 " 8' - 4 1 / 2 " 5' - 5 1 / 2 " 8" DR O P P E D B E A M A B V . 14'-2 3/4"14'-2 3/4"14'-2 3/4"8" 44'-0"30'-0"30'-0" FLUSH BEAM ABV. FLUSH BEAM ABV. 8"7'-4" 6'-2"5'-5 1/2"5'-5 1/2"5'-5 1/2"16'-3"8'-5 1/2"8'-9"8'-0" 1: 1 2 SL O P E 8" 6' - 8 " 8" 8' - 0 " 7'-4"8" 43 ' - 7 " 8' - 5 " 60 ' - 0 " 8' - 0 " ROOF TRUSS SYSTEM ABV. SPACED @ 4' O.C. (OR) PER TRUSS PER MANUF. W/ 2X4 ROOF PURLINS ABOVE @ 24" O.C. RO O F T R U S S S Y S T E M A B V . S P A C E D @ 4 ' O. C . ( O R ) P E R T R U S S P E R M A N U F . W/ 2 X 4 R O O F P U R L I N S A B O V E @ 2 4 " O . C . RO O F T R U S S S Y S T E M A B V . S P A C E D @ 4 ' O. C . ( O R ) P E R T R U S S P E R M A N U F . W/ 2 X 4 R O O F P U R L I N S A B O V E @ 2 4 " O . C . RO O F T R U S S S Y S T E M A B V . S P A C E D @ 4 ' O. C . ( O R ) P E R T R U S S P E R M A N U F . W/ 2 X 4 R O O F P U R L I N S A B O V E @ 2 4 " O . C . 9'-10"9'-0"12'-2"25'-0" 2' - 8 1 / 2 " 9' - 5 1 / 2 " 11 ' - 0 " 3' - 6 " 13 ' - 2 " 13 ' - 5 1 / 2 " 3' - 0 " 3' - 8 1 / 2 " 12 ' - 2 " 30 ' - 1 1 / 2 " 6' - 8 1 / 2 " 6" 6" 10 ' - 8 1 / 2 " 21 ' - 1 1 / 4 " 16 ' - 0 " 12 ' - 2 1 / 2 " 60 ' - 0 " 6" 6'-6" 48'-0" 6" 16'-0"16'-0"9'-6"4'-0"4'-8 1/2"9'-4 3/4"6'-10 3/4"9'-1 1/4"9'-8 3/4"2'-4"9'-10" 8'-8 1/2"16'-3 1/2"18'-10"12'-2" 7' - 4 " 8" 8' - 0 " 6 1/2"4'-11" 7'-9 1/2" 9' - 2 " 3' - 0 " 11 ' - 0 " 4'-7"3'-10 1/2" OU T T O O U T O F C O L U M N S 1 D1 1 D2 FLUSH BEAM ABV.FLUSH BEAM ABV. FI R E E X I T S I G N A B O V E FIRE EXIT SIGN ABOVE FI R E E X I T S I G N A B O V E FIRE EXIT SIGN ABOVE FI R E E X I T S I G N A B O V E FI R E E X I T S I G N A B O V E 4'-0" 6' - 8 1 / 2 " 8' - 0 " 45 ' - 3 3 / 4 " 32'-0"12'-0"60'-0" FLUSH BEAM ABV. FI R E E X I T S I G N A B O V E HVAC EQUIPMENT PER MEP PLANS, SITS ON CONCRETE PAD PER FOUNDATION/ EXTERIOR ELEVATIONS & EXTENDS INTO BUILDING. FLASH/SEAL DUCTWORK ACCORDINGLY. 3' - 1 1 1 / 2 " ROOF TRUSS SYSTEM ABV. SPACED @ 4' O.C. (OR) PER TRUSS PER MANUF. W/ 2X4 ROOF PURLINS ABOVE @ 24" O.C. ROOF TRUSS SYSTEM ABV. SPACED @ 4' O.C. (OR) PER TRUSS PER MANUF. W/ 2X4 ROOF PURLINS ABOVE @ 24" O.C. ALL INTERIOR WALLS TO BE 2X6 UNLESS NOTED OTHERWISE. 8" 8"10'-8" 7' - 4 " 8' - 0 " HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. 8" FI R E E X I T S I G N A B O V E 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 4. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIAL AS COLUMN SUPPORTING MEMBER ABOVE. 5. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 6. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 7. ROOF DECKING TO BE 1 2" NOMINAL (OR 15 32") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. 8. FLOOR DECKING TO BE 3 4" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/12" O.C. @ FIELD (CODE MINIMUM). 9. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TO BE 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -SH3'X5' =SINGLE HUNG 3'0" BY 5'0" -FX2'6"X2'6" = FIXED 2'6" BY 4'6" -CASE3'X5' = CASEMENT 3'0" BY 5'0" -2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL -2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN 1. FOR EASE OF UNDERSTANDING GRADE IS CONSIDERED 0'0" ON THIS FOUNDATION PLAN 2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE 3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR & INSTALLER TO VERIFY IF ADDITIONAL GRASPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. 4.1 2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OF STAIRS PER CODE. 5. INDICATES INTERIOR BEARING WALL, 16" O.C. STUDS 6. INDICATES EXTERIOR WALL STUDS SPACED AT 12" O.C. TIMBERSTRAND MATERIAL OR BETTER (2-PLY TIMBER-STRAND KING STUDS @ EACH SIDE OF OPENINGS IN WALL) 7. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER IRC CODE SECTION 302.12, MIN. 1 2" GYPSUM BOARD (OR) 3 8" STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE OF 1000 SQ.FT.-SEPARATE INTO EQUAL SPACES. SD SD DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. A5 FIRST FLOOR PLAN SCALED PRINT @ 24X36 16 3 16 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " -POLE BARN STEEL/ BOARD & BATTEN EXTERIOR -WEATHER BARRIER -7/16" OSB SHEATHING -2X6 TIMBERSTRAND FRAMING, 12" O.C. -R-20 INSULATION -VAPOR BARRIER -1/2" GYPSUM WALL BOARD -LATEX BASED PRIMER/ PAINT ROOF TRUSSES PER MANUF. ROOF TRUSSES PER MANUF. MIN. R-49 MIN. R-49 12 ' - 1 " WINDOW HEIGHT @ TRAINING ROOM (2) #4 HORIZ. REBAR CONT. #4 VERT. DOWELL @ 24" O.C. (2) #4 HORIZ. REBAR CONT. 2X8 TREATED PLATE (2) 1/2"X7" WEDGE ALL ANCHORS 20"X8" CONTINUOUS SPREAD FOOTING, PER FOUNDATION PLAN (2) #4 HORIZ. REBAR CONT. #4 VERT. DOWELL @ 24" O.C. (2) #4 HORIZ. REBAR CONT. R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS 20"X8" CONTINUOUS SPREAD FOOTING, PER FOUNDATION PLAN - POLE BARN STEEL BY OTHERS - 2X4 ROOF PURLINS @ 24" O.C. - MANUFACTURED ROOF TRUSSES @ 4' O.C. PER TRUSS COMPANY - 6" PURLIN SCREWS - MIN. R-49 INSULATION - 2X4 CEILING PURLINS @ 24" O.C. - STEEL CEILING - POLE BARN STEEL BY OTHERS - 2X4 ROOF PURLINS @ 24" O.C. - MANUFACTURED ROOF TRUSSES @ 4' O.C. PER TRUSS COMPANY - 6" PURLIN SCREWS - MIN. R-49 INSULATION - 2X4 CEILING PURLINS @ 24" O.C. - 5/8" GYPSUM BOARD CEILING 12"X12" STRAIGHT COLUMN BEYOND POLISHED CONCRETE 47'3"X58'7" POLISHED CONCRETE 24'3"X36'1" POLISHED CONCRETE 21'4"X8' WALL LINE BEYOND POLISHED CONCRETE 11'X23'5" 1:12 INTERIOR VAULT PITCHMIN. R-20 MIN. R-20 MIN. R-20 1' - 3 1 / 4 " HEEL HEIGHT HEEL HEIGHT 6"-8" COMPACTED GRANULAR FILL 6"-8" COMPACTED GRANULAR FILL - POLE BARN STEEL/ BOARD & BATTEN EXTERIOR -WEATHER BARRIER -7/16" OSB SHEATHING -2X6 FRAMING, 16" O.C. -R-20 INSULATION -VAPOR BARRIER -1/2" GYPSUM WALL BOARD -LATEX BASED PRIMER/ PAINT SCALE : 1/4" = 1'-0" SECTION THROUGH TRAING & WELCOME ROOM1 R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS 3 4" THERMAL BREAK @ EXTERIOR SLAB LEDGE 3 4" THERMAL BREAK @ EXTERIOR SLAB LEDGE 2X4 CEILING PURLINS @ 24" O.C. 10 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " POLISHED CONCRETE 8'6"X6'5" DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. D1 BUILDING SECTION SCALED PRINT @ 24X36 16 4 10 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " 10 ' - 1 1 / 8 " 8' - 0 " 4' - 0 " ROOF TRUSSES PER MANUF. MIN. R-49 2X4 CEILING PURLINS @ 24" O.C. - POLE BARN STEEL BY OTHERS - 2X4 ROOF PURLINS @ 24" O.C. - MANUFACTURED ROOF TRUSSES @ 4' O.C. PER TRUSS COMPANY - 6" PURLIN SCREWS - MIN. R-49 INSULATION - 2X4 CEILING PURLINS @ 24" O.C. - 5/8" GYPSUM BOARD CEILING FLUSH BEAM PER PLAN 12"X12" STRAIGHT COLUMN BEYOND POLISHED CONCRETE 24'3"X36'1" 1:12 INTERIOR VAULT PITCH CONCRETE 10 " HEEL HEIGHT HEEL HEIGHT 6"-8" COMPACTED GRANULAR FILL POLISHED CONCRETE 11'11"X11' POLISHED CONCRETE 8'5"x10'6" SCALE: 3/8" = 1'-0" SECTION THROUGH VAULT & FRONT PORCH1 (2) #4 HORIZ. REBAR CONT. #4 VERT. DOWELL @ 24" O.C. (2) #4 HORIZ. REBAR CONT. R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS 20"X8" CONTINUOUS SPREAD FOOTING, PER FOUNDATION PLAN MIN. R-20 3 4" THERMAL BREAK @ EXTERIOR SLAB LEDGE (2) #4 HORIZ. REBAR CONT. #4 VERT. DOWELL @ 24" O.C. (2) #4 HORIZ. REBAR CONT. R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS 20"X8" CONTINUOUS SPREAD FOOTING, PER FOUNDATION PLAN 3 4" THERMAL BREAK @ EXTERIOR SLAB LEDGE 1' - 3 1 / 4 " 10 ' - 2 1 / 4 " - POLE BARN STEEL/ BOARD & BATTEN EXTERIOR -WEATHER BARRIER -7/16" OSB SHEATHING -2X6 FRAMING, 16" O.C. -R-20 INSULATION -VAPOR BARRIER -1/2" GYPSUM WALL BOARD -LATEX BASED PRIMER/ PAINT DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. D2 BUILDING SECTION SCALED PRINT @ 24X36 16 5 48"X30" CLEAR SPACE 12" MIN. CLEAR ON HANDLE SIDE OF DOOR T.P. DISPENSER OUTLET: 15-48" AFF, 7-9" FROM WC FRONT, PER ADA 604.7 8' - 4 1 / 2 " 10 ' - 1 " 5 1 / 2 " 4'-5 1/2"4'-6 1/2" 18 ' - 5 1 / 2 " 9'-0" 1. MINIMUM 5' TURNING SPACE @ TOILET 2. MINIMUM 48"X30" CLEAR FLOOR SPACE @ VANITY. 3. WALLS TO BE COVERED WITH CLEAR, NON-ABSORBENT MATERIAL. 4. THE ENTIRE FLOOR AND SIDE WALL TO A HEIGHT NO LESS THAN 6" SHALL BE WATERPROOF W/ APPROVED MATERIAL IMPERVIOUS TO WATER. 5. INDIVIDUAL USE RESTROOMS ALLOW FOR DOOR TO SWING OVER 5' TURNING RADIUS IF 48"X30" CLEAR FLOOR SPACE IS PRESENT WITHIN RESTROOM PER ACCESSIBILITY CODE SECTIONS 603.2.2, EXCEPTION 2 & SECTION 305.3. . 6. WALL MOUNTED FIXTURES (SINKS) ARE ALLOWED TO OVERLAP TOILET CLEARANCE DUE TO THE CLEAR FLOOR SPACE BELOW, PER ACCESSIBILITY CODE SECTION 604.3.3. TOILET 36" WIDE GRAB BAR 42" WIDE GRAB BAR MOUNTED ON SIDE T.P. 1'-4" 2' - 1 0 " 3 SCALE: 1/2" = 1'-0" RESTROOM TOILET WALL 4 SCALE: 1/2" = 1'-0" RESTROOM TOILET SIDE 1' - 7 " 8'-6 1/2" 1 SCALE: 1/2" = 1'-0" RESTROOM PLANS T.P. DISPENSER OUTLET: 15-48" AFF, 7-9" FROM WC FRONT, PER ADA 604.7 5 1 / 2 " 1'-4" Ø5'-0" 48"X30" CLEAR SPACE POLISHED CONCRETE 8'6"X6'5" Ø5'-0" POLISHED CONCRETE 8'6"X11'1" 1' - 5 " 12" MIN. CLEAR ON HANDLE SIDE OF DOOR 5 1/2"5 1/2" 2'-4" 2'-9 1/2" 2' - 1 0 " SINK 1'-6" 2' - 1 0 " SINK MIRROR SINK MIRROR 1' - 6 " 3'-3" 2' - 1 0 " TOILET 36" WIDE GRAB BAR 42" WIDE GRAB BAR MOUNTED ON SIDE T.P. 1'-4" 2' - 1 0 " 7 SCALE: 1/2" = 1'-0" MOCK BATHROOM TOILET & SINK 1' - 7 " 2'-4" SINK MIRROR 4'-10 1/2" T.P. SHOWER 4'-1"4'-0" 8 SCALE: 1/2" = 1'-0" MOCK BATHROOM SHOWER 3'-6" 6 SCALE: 1/2" = 1'-0" MOCK BATHROOM TOILET SIDE5SCALE: 1/2" = 1'-0" MOCK BATHROOM SINK SIDE 2'-9 1/2" 1' - 5 " 1' - 5 " 1'-5"2'-10" 1' - 6 " 3'-3" 2' - 1 0 " T.P. 2 SCALE: 1/2" = 1'-0" RESTROOM SINK WALL DRAWING TITLE: 9−5−25LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE:ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. D3 RESTROOM DETAILS SCALED PRINT @ 24X36 16 6 STAFF REPORT Agenda Item: 6.h Council Meeting: November 13, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Principal Planner Topic: Final Planned Unit Development (PUD) Plan Extension (PIDs 32-119-23-34-0013, 32-119-23- 34-0007, 32-119-23-43-0005 and 32-119-23-43- 0006) (City file no. 23-030) Action Required: Approval Summary Joseph Radach of Contour Development LLC has submitted a request for an extension of the Final PUD Plan approvals for Pioneer Trail Industrial Park to November 25, 2026. Council Action Attachments 1. 2025-11-13 CC Packet_Pioneer Trail.pdf 2. 2025-11-13 FPUD Extension Resolution_Pioneer Trail.docx 167 Page 1 of 1 STAFF REPORT Agenda Item ___ City Council Meeting: November 13, 2025 Prepared By: Kendra Lindahl, AICP Topic: Final Planned Unit Development (PUD) Plan Extension (PIDs 32-119-23-34-0013, 32-119-23-34-0007, 32-119-23- 43-0005 and 32-119-23-43-0006) (City file no. 23-030) Action Required: Decision Review Deadline: December 27, 2025 1. Request Joseph Radach of Contour Development LLC has submitted a request for an extension of the Final PUD Plan approvals for Pioneer Trail Industrial Park to November 25, 2026. 2. Background On November 25, 2024, Council approved a final Planned Unit Development (PUD) Plan (Resolution No. 2024-124). and Final Plat (Resolution No. 2024-125) for “Pioneer Trail Industrial Park.” 3. Context Section 1040 Subd. 12 of the City Code states, “Construction of each PUD development shall be commenced within one year after the effective date of the PUD rezoning by the City Council. Upon good cause shown, the City Council may extend the time for one additional year.” The applicant has stated that market conditions have affected demand by two initial users and that they expect to attract one or two users for the lots very soon. Final Plats are valid for two years. This will align the expiration date of the Final PUD Plan approval with the expiration date of the Final Plat approval. 4. Action Move to adopt Resolution 2025-106 approving the Final PUD Plan extension. Attachments 1. Resolution 2025-106 Approving the Final PUD Plan extension. 2. Applicant email dated October 25, 2025 Figure A: Site Location 168 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A FINAL PLANNED UNIT DEVELOPMENT PLAN EXTENSION FOR “PIONEER TRAIL INDUSTRIAL PARK” LOCATED AT 6210 PIONEER TRAIL (PID 32-119-23-34-0013, 32-119-23-34-0007, 32-119-23-43-0005 AND 32-119-23-43-0006) (CITY FILE NO. 23-030) WHEREAS, Joe Radach (the “applicant”), on behalf of Landspec Fund 2, LLC (the “developer”) has requested approval of an extension of the Final Planned Unit Development Plan for “Pioneer Trail Industrial Park” an industrial subdivision on property legally described as: See Attachment A WHEREAS, the Corcoran City Council adopted Resolution 2024-124 approving a Final Planned Unit Development Plan on November 25, 2024; and WHEREAS, the Corcoran City Council adopted Resolution 2024-125 approving a Final Plat on November 25, 2024; and WHEREAS, Section 1040.140, Subd. 12 of the Corcoran City Code states that construction of each PUD development shall be commenced within one year after the effective date of the PUD rezoning by the City Council and upon good cause shown, the City Council may extend the time for one additional year; and WHEREAS, the applicant is requesting a one-year extension; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for an extension of the Final Planned Unit Development Plan approvals subject to the following findings and conditions: 1. The City Council finds that the applicant has made good faith efforts to commence construction. 2. The City Council finds that granting the extension of the Final Planned Unit Development Plan does not damage the City of Corcoran and is in the best interest of the applicant. 3. The Final PUD approvals will now expire on November 25, 2026 if the project is initiated unless another extension to the Final PUD and Final Plat is requested by the applicant and approved by the City Council. 169 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 2 of 4 4. All conditions of Resolution 2024-124 and 2024-125 remain in effect. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 170 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 3 of 4 ATTACHMENT A Parcel A: The West 561.81 feet of the Southwest Quarter of the Southeast Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota, EXCEPT that part taken for State Highway No. 55. And That part of the Southeast Quarter of the Southwest Quarter of said Section 32 described as follows: Commencing at a point on the west line of said Southeast Quarter of the Southwest Quarter a distance of 455.00 feet South of the northwest corner thereof; thence East parallel with the north line of said Southeast Quarter of the Southwest Quarter a distance of 240.00 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence East tangent to said curve a distance of 173.04 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence East tangent to said curve a distance of 265.00 feet to the actual point of beginning of the tract of land to be herein described; thence North parallel with said west line a distance of 30.00 feet; thence East parallel with said north line 253.04 feet, more or less, to a line drawn parallel with and distant 1155.00 feet East of said west line; thence North parallel with said west line 365.00 feet to said north line; thence East along said north line a distance of 172.55 feet, more or less, to the northeast corner of said Southeast Quarter of the Southwest Quarter; thence South along the east line thereof to the southeast corner of said Southeast Quarter of the Southwest Quarter; thence West along the south line thereof to a line drawn parallel with said west line from the actual point of beginning; thence North parallel with said west line to the actual point of beginning. EXCEPT that part thereof lying within a radius of 60.00 feet of the actual point of beginning. Also EXCEPT that part taken for State Highway No. 55. Parcel B: That part of the Southeast Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Commencing at a point on the West line of said Southeast Quarter of the Southwest Quarter a distance of 455.0 feet South of the Northwest corner thereof; thence East parallel with the North line of said Southeast Quarter of the Southwest Quarter of the Southwest Quarter a distance of 240.0 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence East tangent to last mentioned curve a distance of 173.04 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence East tangent to last mentioned curve 171 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 4 of 4 a distance of 131.21 feet to the actual point of beginning of the tract of land to be herein described; thence continue East along last mentioned line a distance of 133.79 feet to a point hereafter known as Point A; thence South parallel with said West line a distance of 362.0 feet to a line drawn parallel with and 757.0 feet South of said North line; thence West parallel with said North line a distance of 133.79 feet to a line drawn parallel with said West line from the actual point of beginning; thence North along said parallel line to the actual point of beginning. Except the Northerly 30.0 feet thereof. Also except that part thereof lying within a radius of 60.0 feet of Point A, described above. Parcel C: That part of the West 901.96 feet of the Southeast Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota lying East of the centerline of Pioneer Trail. Except for the North 757.00 feet thereof. Also except the right of way for State Highway Number 55. And also except any part thereof contained within the description of the land in the Contract for Deed recorded November 6, 1996 in the office of the Hennepin County Recorder as Document No. 6658801. Also that part of the Southwest Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota lying East of the centerline of Pioneer Trail and lying South of the North 757.00 feet thereof. 172 From:jradach@contourcd.com To:Kendra Lindahl, AICP Cc:"Luke Appert/USA"; "Jon Rausch/USA" Subject:Pioneer Trail Industrial Park - final plat extension request Date:Saturday, October 25, 2025 8:38:31 AM Attachments:image001.png Kendra, We are requesting that the final plat approval for Pioneer Trail Industrial Park be extended for one year to allow us to continue to market the site to end users. When the plat was originally submitted for approval, we had two users for the project (Pella Windows, Park Place Storage) which would have offset some of the initial hard costs of developing the property. Due to market conditions, both users elected not to move forward with their purchase of the lots. We’ve had some interest in the lots and are hopeful that we can attract one or two users for the lots which would make the project financially viable. We are actively marketing the lots and believe that we will have a user soon. We appreciate the city working with us on this project and look forward to developing this property and bringing users and tax base to the City of Corcoran. Thanks, Joe Joseph Radach PE 612-730-2265 jradach@contourcd.com P.O. Box 89 Rockford, MN 55373 www.contourcd.com 173 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A FINAL PLANNED UNIT DEVELOPMENT PLAN EXTENSION FOR “PIONEER TRAIL INDUSTRIAL PARK” LOCATED AT 6210 PIONEER TRAIL (PID 32-119-23-34-0013, 32-119-23-34-0007, 32-119-23-43-0005 AND 32-119-23-43-0006) (CITY FILE NO. 23-030) WHEREAS, Joe Radach (the “applicant”), on behalf of Landspec Fund 2, LLC (the “developer”) has requested approval of an extension of the Final Planned Unit Development Plan for “Pioneer Trail Industrial Park” an industrial subdivision on property legally described as: See Attachment A WHEREAS, the Corcoran City Council adopted Resolution 2024-124 approving a Final Planned Unit Development Plan on November 25, 2024; and WHEREAS, the Corcoran City Council adopted Resolution 2024-125 approving a Final Plat on November 25, 2024; and WHEREAS, Section 1040.140, Subd. 12 of the Corcoran City Code states that construction of each PUD development shall be commenced within one year after the effective date of the PUD rezoning by the City Council and upon good cause shown, the City Council may extend the time for one additional year; and WHEREAS, the applicant is requesting a one-year extension; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for an extension of the Final Planned Unit Development Plan approvals subject to the following findings and conditions: 1. The City Council finds that the applicant has made good faith efforts to commence construction. 2. The City Council finds that granting the extension of the Final Planned Unit Development Plan does not damage the City of Corcoran and is in the best interest of the applicant. 3. The Final PUD approvals will now expire on November 25, 2026 if the project is initiated unless another extension to the Final PUD and Final Plat is requested by the applicant and approved by the City Council. 174 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 2 of 4 4. All conditions of Resolution 2024-124 and 2024-125 remain in effect. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 175 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 3 of 4 ATTACHMENT A Parcel A: The West 561.81 feet of the Southwest Quarter of the Southeast Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota, EXCEPT that part taken for State Highway No. 55. And That part of the Southeast Quarter of the Southwest Quarter of said Section 32 described as follows: Commencing at a point on the west line of said Southeast Quarter of the Southwest Quarter a distance of 455.00 feet South of the northwest corner thereof; thence East parallel with the north line of said Southeast Quarter of the Southwest Quarter a distance of 240.00 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence East tangent to said curve a distance of 173.04 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 00 minutes) a distance of 58.62 feet; thence East tangent to said curve a distance of 265.00 feet to the actual point of beginning of the tract of land to be herein described; thence North parallel with said west line a distance of 30.00 feet; thence East parallel with said north line 253.04 feet, more or less, to a line drawn parallel with and distant 1155.00 feet East of said west line; thence North parallel with said west line 365.00 feet to said north line; thence East along said north line a distance of 172.55 feet, more or less, to the northeast corner of said Southeast Quarter of the Southwest Quarter; thence South along the east line thereof to the southeast corner of said Southeast Quarter of the Southwest Quarter; thence West along the south line thereof to a line drawn parallel with said west line from the actual point of beginning; thence North parallel with said west line to the actual point of beginning. EXCEPT that part thereof lying within a radius of 60.00 feet of the actual point of beginning. Also EXCEPT that part taken for State Highway No. 55. Parcel B: That part of the Southeast Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Commencing at a point on the West line of said Southeast Quarter of the Southwest Quarter a distance of 455.0 feet South of the Northwest corner thereof; thence East parallel with the North line of said Southeast Quarter of the Southwest Quarter of the Southwest Quarter a distance of 240.0 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence East tangent to last mentioned curve a distance of 173.04 feet; thence on a tangential curve to the left having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence on a tangential curve to the right having a radius of 111.96 feet (delta angle of 30 degrees 30 minutes) a distance of 58.62 feet; thence East tangent to last mentioned curve 176 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-106 Page 4 of 4 a distance of 131.21 feet to the actual point of beginning of the tract of land to be herein described; thence continue East along last mentioned line a distance of 133.79 feet to a point hereafter known as Point A; thence South parallel with said West line a distance of 362.0 feet to a line drawn parallel with and 757.0 feet South of said North line; thence West parallel with said North line a distance of 133.79 feet to a line drawn parallel with said West line from the actual point of beginning; thence North along said parallel line to the actual point of beginning. Except the Northerly 30.0 feet thereof. Also except that part thereof lying within a radius of 60.0 feet of Point A, described above. Parcel C: That part of the West 901.96 feet of the Southeast Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota lying East of the centerline of Pioneer Trail. Except for the North 757.00 feet thereof. Also except the right of way for State Highway Number 55. And also except any part thereof contained within the description of the land in the Contract for Deed recorded November 6, 1996 in the office of the Hennepin County Recorder as Document No. 6658801. Also that part of the Southwest Quarter of the Southwest Quarter of Section 32, Township 119, Range 23, Hennepin County, Minnesota lying East of the centerline of Pioneer Trail and lying South of the North 757.00 feet thereof. 177 STAFF REPORT Agenda Item: 6.i Council Meeting: November 13, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Principal Planner Topic: Site Plan Amendment for T. Scherber Demolition and Excavating (City file 21-007) Action Required: Approval Summary The applicant is requesting a site plan amendment to allow an expansion of the existing office building and a change to the front parking area to provide more parking and an accessible entrance. The changes require City Council approval because the applicant is requesting setback flexibility along County Road 30. Council Action Attachments 1. 2025-11-13 CC Packet_T scherber SPA.pdf 2. 2025-11-13 scherber SPA Resolution.docx 178 Page 1 of 2 STAFF REPORT Agenda Item ___ City Council Meeting: November 13, 2025 Prepared By: Kendra Lindahl Topic: Site Plan Amendment for T. Scherber Demolition and Excavating (City file 21-007) Action Required: Decision Review Deadline: December 2, 2025 1. Request The applicant is requesting a site plan amendment to allow an expansion of the existing office building and a change to the front parking area to provide more parking and an accessible entrance. The changes require City Council approval because the applicant is requesting setback flexibility along County Road 30. 2. Background On May 27, 2021, City Council approved the conditional use permit and site plan to allow a contractor’s operation with outside storage. On June 1, 2022, City staff administratively approved a one-year extension, pursuant to Section 1070.020, Subd. 7 of the City Code. The one-year extension expired on May 27, 2023. On April 27, 2023, the Council approved a second one-year extension. The applicant then began operating on site in advance of all of the approval conditions being met and is not in compliance with the conditional use permit. A stop work order was issued for the building in September 2024 because work was being done without a building permit. The applicant has since submitted a new building permit, but the permit cannot be issued until the site plan amendment is approved. Staff reached out to the applicant and had a meeting on September 24, 2025 to discuss the CUP conditions and required improvements. At that meeting, the applicant indicated that the wanted to make change to the building and front parking areas. The applicant has been working this fall to bring the site into compliance with the CUP approvals and agreed that the area behind the buildings would be complete by October 31st. Staff inspected and found that significant progress has been made but not all agreed upon improvements have been completed. The planning and engineering inspection reports are attached to this report. 3. Analysis The applicant has submitted revised civil plans and architectural plans. 179 Page 2 of 2 The existing home is proposed to be converted to an office building and the applicant is proposing a 402 sq. ft. addition on the south side of the building and the addition of a patio and accessible ramp on the east side of the building. The existing structure is an existing legal non-conforming structure due to setbacks on the south. The Code requires a 100-foot setback from County Road 30. The existing building is 76 feet from the lot line and the addition is proposed to be approximately 63 feet from the lot line. The dimension must be added to the plans. The site plan amendment requires Council approval because the building addition encroaching into the 100-foot minimum setback on County Road 30. Section 1060.070, Subd. 2(K) allows the City Council to approve a reduction to a 60-foot minimum setback with additional landscaping and tree preservation. The required setback may be reduced from 100 to 60 feet if the applicant provides a minimum of one overstory deciduous tree, one overstory coniferous tree, 2 ornamental trees and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested or preserves the equivalent amount of existing trees and shrubs. These materials must be provided in addition to the minimum landscape requirements. The updated site plan shows compliance with those standards with the addition of more new landscaping and preservation of the existing trees on County Road 30. The parking lot would be reconfigured and one parking stall would be added for a total of 10 stalls. Summary Staff finds that the requested amendment meets the ordinance requirements and would allow the applicant to complete the work originally approved in 2021. 4. Recommendation Move to adopt Resolution 2025-105 approving the site plan amendment. Attachments 1. Resolution 2025-105 approving the Site Plan Amendment 2. City Engineering punch list dated November 3, 2025 3. Landscape inspection memo dated November 4, 2025 4. Architectural plans dated October 1, 2025 5. Civil Plans dated October 3, 2025 6. Original Site Plan approved in 2021 180 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 1 of 3 Motion By: Seconded By: APPROVING A SITE PLAN AMENDMENT FOR T. SCHERBER DEMOLITION AND EXCAVATING (PID 07-119-23-13-0003) (CITY FILE 21-007) WHEREAS, Trevor Scherber (“the applicant”) requested a site plan amendment for a building addition and modifications to the parking lot on property legally described as follows: Attachment A WHEREAS, the City Council approved a site plan and conditional use permit to allow a contractor’s yard with outside storage in the CR (rural commercial) district on May 27, 2021 (Resolution 21-050); and WHEREAS, the applicant is working to bring the site into compliance with the conditions of the 2021 approval; and WHEREAS, the applicant is proposing additions to the south and east sides of the building and expand the parking lot; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A site plan amendment is approved in accordance with the plans and application received by the City on October 3, 2025 except as amended by this resolution. 2. The plans must be revised to dimension the building setback to County Road 30. 3. The setback from County Road 30 is approved to reduce the setback from 100 feet to 63 +/- feet as permitted by Section 1060.070, Subd. 2(K) of the Zoning Ordinance. a. The landscaping shall be installed as shown on the plans. b. The trees along County Road 30 shall be preserved as shown on the plans and shall be protected by tree protection fencing during construction. 4. All other conditions of Resolution 2021-50 remain unchanged. 5. The applicant must address all requirements of the City Engineer’s punch list dated November 3, 2025. 6. The applicant must receive a building permit prior to beginning construction on the building. 7. The applicant must complete all site improvements by July 1, 2026, unless an extension is requested by the applicant and granted by the City Council. 181 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 2 of 3 8. The resolution must be recorded at Hennepin County and proof of recording provided to the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 182 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 3 of 3 Attachment A The South 761.52 feet of the West 629.18 feet of the Southwest Quarter of the Northeast Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota 183 11/3/2025 [PROJECT NAME Project:Scherber CR 30 Owner:Trevor Scherber Contractor:Scherber Excavating Date:11/3/2025 Type Title Description Status Last Updated Closed On General Record Plans Submit for review OPEN 11/3/2025 General As-built points Submit for review OPEN 11/3/2025 Landscape Landscape Provide verification from planning that landscape has been accepted (including monument sign & fence)OPEN 11/3/2025 General Erosion Control Perform final erosion control walkthrough to verify all has been removed after vegetation establishment. OPEN 11/3/2025 Removal West Driveway Remove exsiting driveway and culvert. Restore ditch and flowline. Remove driveway and loop. OPEN 11/3/2025 Storm Sewer Flared ends (all)Install granite rip rap and marker posts.OPEN 11/3/2025 Storm Sewer OCS1 Confirm that weir wall is sealed. Clean sump. Install marker post OPEN 11/3/2025 Storm Sewer CB-21 Install casting and marker post.OPEN 11/3/2025 Storm Sewer Tile outlet - proposed for removal Remove tile back to furthest upstream break and install rip rap in washout areas. OPEN 11/3/2025 Storm Sewer CB11 Clean sump, install casting. OPEN 11/3/2025 General Parking Lot As-builts shall include shots for edge of gravel and FG shots to confirm that parking lot has been constructed per plan. Finalize parking lot in accordance with key notes including parking signs, blocks, concrete curb, flatwork, and bituminous pavement. OPEN 11/3/2025 Storm Sewer EOF Confirm that turf reinforcement mat (Cat. 60) has been installed. OPEN 8/4/2025 11/3/2025 Storm Sewer Proposed drain tile outlet Fix cracked tile and washout. Record plans should show that tile has been extended to proposed location. If damage is upstream of proposed outlet, it shall be repaired. OPEN 8/4/2025 11/3/2025 Storm Sewer CB12 Install casting OPEN 8/4/2025 11/3/2025 Storm Sewer CB13 Install casting. OPEN 8/4/2025 11/3/2025 Storm Sewer Rip Rap Inspect and clean prior to close-out. OPEN 8/4/2025 11/3/2025 The following items require the attention of the contractor for completion or correction. This list is not neccesarily all inclusive and items not listed are not to be excluded from the contractor's responsibility to complete all Work in accordance with the Contract Documents. 184 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 DATE November 4, 2025 TO Kendra Lindahl, AICP CC Natalie Davis McKeown, Kevin Mattson FROM Zeke Peters, AICP RE Inspection of T. Scherber Roll Off On October 31, 2025, I conducted a landscape inspection of the Scherber Roll Off Property (City File 21-007) located at 23240 County Road 30. The inspection was to confirm that the required landscaping and fencing in the rear portion of the site were installed. I walked the site in the morning and found the following: 1.All landscaping required on the east and west side lot lines of the rear site were installed correctly and according to plans. 2.The fence posts for the rear fence and front fence and gates were installed, but no chain link was attached. The following photos show the fence posting and trees as stated above: This inspection confirms that reasonable progress on completing the site as approved has been made as requested by the City. Please note that no improvements or landscaping that were approved and required as part of the approvals for the site have been installed in the front yard. MEMO 185 T/ DECK (ML) 100' - 0" T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" COMPANY SIGN BOARD / BAATTEN FINISH (PAINTED BLACK) METAL PANEL FINISH 4" OVER 12" FLAT FASCIA (STAIN) ASPHALT SHINGLE ROOFING SYSTEM w/ CON'T RIDGE VENT HANDRAILS @ RAMP & DECK BOARD / BATTEN FINISH STONE VENEER FINISH w/ STONE CAP SOLID SAWN TIMBER TRUSS (SOUTH) SOLID SAWN TIMBER TRUSS (EAST) 101' - 2" 103' - 0" 94' - 2" SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED FOR BIDDING PURPOSES ONLY. FINAL DESIGN & DOCUMENTATION OF THIS PORTION OF THE PROJECT WILL BE COMPLETED BY LICENSED DESIGN PROFESSIONALS REGISTERED IN THE STATE OF MINNESOTA. X-1 EXTERIOR FINISHES / RENDERING 24-017 Of f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION # Description Date 3D RENDERING: VIEW FROM COUNTY ROAD 30 EAST BUILDING ELEVATION OCT 1, 2025 SITE PLAN SUBMITTAL 18 6 PROJECT DIRECTORY: OWNER: TREVOR / MISSY SCHERBER 3030 COUNTY ROAD 30 ROGERS, MINNESOTA 55374 (952) 292-9633 CONTACT: TREVOR SCHERBER ARCHITECT: SDK ARCHITECTS LLC 3030 COUNTY ROAD 101 NORTH PLYMOPUTH, MINNESOTA 55447 (763) 331-5178 CONTACT: STEPHEN D. KRAUSE BUILDING CODE SUMMARY: T. SCHERBER LLC OFFICE EXPANSION / REMODELING CORCORAN , MINNESOTA STRUCTURAL ENGINEER: M. W. HOSTETLER, INC. 5709 LAKE ROSE DRIVE MINNETONKA, MINNESOTA 55345 (952) 500-2897 CONTACT: MARK W. HOSTETLER GENERAL NOTES: 1) 2) 3) 4) 5) 6) 7) 8) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES AND EASEMENTS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES FOR ALL TRADES. DO NOT SCALE DRAWINGS. DISTORTIONS EXIST DUE TO REPRODUCTION PROCESS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ACCESS IS REQUIRED AS MANDATED BY THE 2020 MINNESOTA STATE ACCESSIBILITY CODE (MAC). DRAWINGS AND SPECIFICATIONS ARE SUPPLEMENTAL TO EACH OTHER. WORK SPECIFIED, BUT NOT SHOWN, OR SHOWN, BUT NOT SPECIFIED, SHALL BE PERFORMED AS THOUGH MENTIONED IN BOTH DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL BE REPSONSIBLE FOR PROVIDING EXPANSION / CONTROL JOINTS IN ALL MATERIALS, SYSTEMS AND BUILDING CONFIGURATIONS INCLUDING CAULKING/ SEALANTS AS REQUIRED. JOINTS SHALL BE PLACED NO MORE THAN 15'-0" ON-CENTER BOTH DIRECTIONS IN CONCRETE SLABS; 20'-0" TO 25"-0" ON-CENTER FOR MASONRY WALLS AND 20'-0" TO 30'-0" ON- CENTER BOTH DIRECTIONS FOR GYPSUM BOARD WALLS, SOFFITS, CEILINGS, ETC. ALL USERS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESPONSIBLE FOR REVIEWING A COMPLETE SET OF PLANS TO CONFIRM DESIGN INTENT. REPORT DISCREPANCIES TO THE ARCHITECT IMMEDIATELY UPON THEIR DISCOVERY. BUILDING CODES OCCUPANT GROUP OCCUPANCY CONSTRUCTION TYPE BUILDING AREA BASIC ALLOWABLE AREA TOTAL ACTUAL AREA BUILDING HEIGHT(ABOVE GRADE PLANE) TOTAL ALLOWABLE TOTAL ACTUAL BUILDING STORIES(ABOVE GRADE PLANE) TOTAL ALLOWABLE TOTAL ACTUAL TYPES OF CONSTRUCTION FIRE RATED EXTERIOR WALLS REQUIRED FIRE RATED INTERIOR WALLS REQUIRED FIRE RATED ASSEMBLIES ATTIC DRAFT STOPS FIRE PROTECTION SYSTEMS FIRE AREA LIMITATIONS FOR V-B BUILDINGS COMMON PATH OF EGRESS TRAVEL PLUMBING SYSTEMS WC-1 LAV-1 SS-1 VICINITY / LOCATION MAPS: 2020 MINNESOTA STATE BUILDING CODE (MSC) 2020 MINNESOTA STATE ACCESSIBILITY CODE (MAC) B (OFFICE) 22 V-B (NS) PER CHAPTER 5 9,000 SF (PER TABLE 506-2 for "NS" BUILDING) 2,650 SF PER CHAPTER 5 40 FEET (PER TABLE 504.3) 27 FEET PER CHAPTER 5 2 STORIES (PER TABLE 504.4) 1 STORY PER CHAPTER 6 0 HR FIRE RESISTANCE RATING (PER TABLE 601) 0 HR FIRE RESISTANCE RATING (PER TABLE 601) PER CHAPTER 7 MATERIALS & ASSEMBLY DIVIDING ATTIC INTO 3000 SF MAX. SPACES PER SECTION 718.3.1 PER CHAPTER 9 FIRE AREAS < 12000 SF (NO SPRINKLERS REQUIRED) PER CHAPTER 10 75 FEET MAX LENGTH (PER TABLE 1014.3) PER CHAPTER 29 2902.2 SEPARATE FACILITIES EXCEPTION #2 (25 OR LESS OL) SHEET INDEX: GENERAL INFORMATION: G1 COVER / TITLE SHEET ARCHITECTURAL DRAWINGS: A1 A2 A3 A4 A5 A6 A7 EXISTING CONDITIONS DEMOLITION PLAN FLOOR PLANS EXTERIOR BUILDING ELEVATIONS EXTERIOR BUILDING ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS / SPECIFICATIONS STRUCTURAL DRAWINGS: S0 S1 S2 S3 S4 S5 S6 STRUCTURAL GENERAL NOTES / SCHEDULES FOUNDATION PLAN / DETAILS / SCHEDULES 1st FLOOR FRAMING PLAN / DETAILS / SCHEDULES ROOF FRAMING PLAN / DETAILS / SCHEDULES SECTIONS / DETAILS TIMBER FRAME (EAST) TIMBER FRAME (SOUTH) LOCATION OF NEW CHURCH FACILITY SITE SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c G1 COVER / TITLE SHEET 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION # Description Date MAR 28, 2025 18 7 LI N E N LIVING ROOM ENTRY 4-SEASON PORCH BEDROOM BEDROOM BEDROOM STORAGE KITCHEN DINING ROOM DECK BATH 47 ' - 4 " 1' - 8 " 22 ' - 0 " 7' - 2 " 16 ' - 6 " 53' - 1" 17' - 3 1/2"14' - 1 1/8"21' - 8 3/8" 47 ' - 4 " 2' - 0 " 29 ' - 4 1 / 2 " 15 ' - 1 1 1 / 2 " 53' - 1" 25' - 3"15' - 0" 1' - 11" 10' - 11" TYPICAL LIGHT FIXTURE TYPICAL ELECTRICAL RECEPTACLE TYPICAAL LIGHT SWITCH TYPICAL FLOOR SUPPLY GRILLE 6' - 0 " BEDROOM FAMILY ROOM STORAGE UTILITY LAUNDRY / STORAGE BATH SOFTENERWH FURNACE D W ELEC SLAB-ON-GRADE 2' - 0 " 29 ' - 4 " 16 ' - 0 " 47 ' - 4 " 25' - 3"15' - 0"13' - 4" 53' - 7" 47 ' - 4 " 23 ' - 2 " 22 ' - 8 " 1' - 6 " 53' - 7" 17' - 4"14' - 0 5/8" 8' - 10 3/8" 13' - 4" STONE VENEER LAP SIDING ASPHALT SHINGLES SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A1 EXISTING CONDITIONS (CIRCA 2021) 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/8" = 1'-0"A1 3 ROOF PLAN (EXISTING) NORTHSCALE:1/4" = 1'-0"A1 1 MAIN LEVEL FLOOR PLAN (EXISTING) SCALE:1/4" = 1'-0"A1 2 LOWER LEVEL FLOOR PLAN (EXISTING) SCALE:1/8" = 1'-0"A1 5 NORTH ELEVATION (EXISTING) SCALE:1/8" = 1'-0"A1 7 EAST ELEVATION (EXISTING) SCALE:1/8" = 1'-0"A1 4 SOUTH ELEVATION (EXISTING) SCALE:1/8" = 1'-0"A1 6 WEST ELEVATION (EXISTING) # Description Date MAR 28, 2025 18 8 D13 D13 D14 LIVING ROOM ENTRY 4-SEASON PORCH BEDROOM BEDROOM BEDROOM STORAGE KITCHEN DINING ROOM DECK BATH D1 D2 D4 D3 D2 D4 D4 D6 D4 D12 D11 D7 D12 D7 D9 D8 D4 D10 D5 D5 D4 DEMOLITION PLAN NOTES: REMOVE EXISTING CONCRETE STEPS, FOUNDATION & FOOTINGS (IF PRESENT) IN THEIR ENTIRETIES; DISPOSE OF MATERIALS IN LEGAL MANNER PER LOCAL CODES D1 REMOVE EXISTING STONE VENEER FINISH INCLUDING CAP & ATTACHMENTS; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D2 REMOVE EXISTING WOOD-FRAMED WALLS; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D3 REMOVE EXISTING DOOR, FRAME & HARDWARE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D4 REMOVE EXISTING CLOSET- WALLS, DOOR, FRAME, HARDWARE & CLOTHES ROD / SHELF; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D5 REMOVE EXISTING WINDOW; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D6 REMOVE EXISTING BASE & WALL CABINETRY & COUNTERTOPS; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D7 REMOVE EXISTING VANITY- SINK, FAUCET, CABINET & COUNTER TOP; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D8 REMOVE EXISTING WATER CLOSET; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D9 REMOVE EXISTING BATH TUB INCLUDING CONTROLS & SHOWER HEAD; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D10 REMOVE EXISTING KITCHEN SINK & FAUCET; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D11 REMOVE EXISTING KITCHEN APPLIANCES; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D12 REMOVE EXISTING LIGHT SWITCH; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D13 REMOVE EXISTING ELECTRICAL RECEPTACLE; TERMINATE ALL ABANDONED LINES PER CODE; DISPOSE OF IN LEGAL MANNER PER LOCAL CODES D14 "D2" FULL GLASS (S EE S CHEDULE) DO O R H E I G H T (SEE SCHED) DR WIDTH "D1" FLUSH PANEL (S EE S CHEDULE) DO O R H E I G H T (SEE SCHED) DR WIDTH (FINISH FLOOR LINE) DOOR TYPE ELEVATIONS SCALE: 1/4" = 1'-0" "D3" 3-PANEL FULL GLASS (S EE S CHEDULE) DO O R H E I G H T (SEE SCHEDULE) DOOR WIDTH "F1" SINGLE (S EE S CHEDULE) FR A M E H E I G H T (SEE SCHED) FR WIDTH . . FR A M E S I Z E (S E E S C H E D U L E ) FR A M E S I Z E (S E E S C H E D U L E ) "F2" PAIR FR A M E S I Z E (S E E S C H E D U L E ) FR A M E S I Z E (S E E S C H E D U L E ) FRAME TYPE ELEVATIONS SCALE: 1/4" = 1'-0" (SEE SCHEDULE) FRAME WIDTH (S EE S CHEDULE) FR A M E H E I G H T . . (FINISH FLOOR LINE) SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A2 DEMOLITION PLAN / SCHEDULES 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A2 1 MAIN LEVEL DEMOLITION PLAN NORTH # Description Date MARK ROOM NAME FLOOR BASE TYPICAL WALL CEILING NOTESSUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH SYSTEM FINISH HEIGHT 001 FUTURE MERCHANDISE STORAGE CONCRETE SEALER N / A N / A GWB PAINT EXPOSED EXPOSED FULL 101 ENTRY CONCRETE TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 6" 102 RECEPTION CONCRETE TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 6" 103 LOBBY WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 104 STAFF WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 105 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 106 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 107 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 108 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 109 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 110 RESTROOM WOOD TILE TILE N / A GWB TILE / PAINT GWB PAINT 9' - 0" 111 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 112 OFFICE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" 113 STORAGE WOOD TILE WOOD PAINT GWB PAINT GWB PAINT 9' - 0" GENERAL DESCRIPTION DOOR INFORMATION FRAME INFORMATION HARDWARE GROUP NOTESDR # ROOM NAME (DOOR LOCATION)# LEAF WIDTH HEIGHT THICK TYPE MAT'L FINISH DEPTH HEAD JAMB TYPE MAT'L FINISH 101A ENTRY 104A STAFF 105A OFFICE SINGLE 3' - 0" 6' - 8" 1 3/4" D1 WOOD S & V 4 1/2" 1"1"F1 WOOD PAINT x 106A OFFICE SINGLE 3' - 0" 6' - 8" 1 3/4" D1 WOOD S & V 4 1/2" 1"1"F1 WOOD PAINT x 107A OFFICE SINGLE 3' - 0" 6' - 8" 1 3/4" D1 WOOD S & V 4 1/2" 1"1"F1 WOOD PAINT x 108A OFFICE SINGLE 3' - 0" 6' - 8" 1 3/4" D1 WOOD S & V 4 1/2" 1"1"F1 WOOD PAINT x 110A RESTROOM SINGLE 3' - 0" 6' - 8" 1 3/4" D1 WOOD S & V 4 1/2" 1"1"F1 WOOD PAINT x ROOM FINISH SCHEDULE DOOR SCHEDULE MARK ROOM NAME (WINDOW LOCATION) WINDOW FRAME GLASS TYPE NOTESWIDTHHEIGHTMATERIALFINISH w102-1 w105-1 w106-1 w106-2 w107-1 w108-1 WINDOW SCHEDULE RECEPTION - 102 34"66"WOOD CLAD GL-1 OFFICE - 105 26" 66" WOOD CLAD GL-2 OFFICE - 106 30" 66" WOOD CLAD GL-2 OFFICE - 106 96" 78" WOOD CLAD GL-1 OFFICE - 107 96" 78" WOOD CLAD GL-1 OFFICE - 108 30" 66" WOOD CLAD GL-2 MAR 28, 2025 18 9 UP UP A 3 3 2 A6 2 A6 4 4 134 SF ENTRY 101 139 SF RECEPTION 102 1 occ @ 150sf 361 SF LOBBY 103 181 SF STAFF 104 12 occ @ 15sf 100 SF OFFICE 105 1 occ @ 150sf 160 SF OFFICE 106 2 occ @ 150sf 188 SF OFFICE 107 2 occ @ 150sf 120 SF OFFICE 108 1 occ @ 150sf 148 SF OFFICE 109 1 occ @ 150sf 95 SF RESTROOM 110 143 SF OFFICE 111 1 occ @ 150sf 105 SF OFFICE 112 1 occ @ 150sf 10 SF STORAGE 113 1 2 BC D 1 A7 1 A7 2 A7 2 A7 1 A6 1 A6 14' - 0"14' - 0" 28' - 0" 3' - 9 1 / 4 " 106A107A WS.4 WS.6x WS.6xWS.6x WS.4 15 ' - 0 " RAMP UP RAMP UP STAIR UP FUTURE RAMP / STAIR EXISTING PATIO PATIO EXPANSION EDGE OF NEW FLOOR (SEE DEMO FOR INFO) WS.4 WS.4 WS.4 NN WS.4 WS.4 WS.4 2' - 0" 3' - 4" WS.4x 1' - 6 3 / 4 " 4' - 5 1 / 4 " EXIS TIN G W IN DOW O PENIN G 6' - 0 " NEW WINDOW & WALL INFILL @ EXISTING DOOR OPENING NEW RECEPTION DESK NEW PLANTER NEW PLANTER NEW STEPS @ EXISTING DOOR OPENING NEW KITCHENTTE CABINETS & COUNTERTOP NEW CONCRETE COUNTERTOP & CABINETS (BELOW) NEW KITCHENETTE w/ SINK, CABINETRY & COUNTERTOP BUILDING SETBACK LINE (SEE CIVIL) N N 104A 110A 10 8 A 10 5 A 101A 15 ' - 0 " 2' - 4"23' - 4"2' - 4" WS.4 w1 0 2 - 1 w105-1w108-1 w106-1 w106-2w107-1 EXTEND WOOD FRAMING TO NEW PERIMETER- RAISE FRAMING TO NEW FINISH FLOOR LEVEL NEW WOOD-FRAMED RAMP NEW HANDRAIL @ RAMP PERIMETER 36" AFF 32' - 4 1/8" 3' - 6 3/4" NEW OPENING IN EXISTING CMU FOUNDATION WALL FOR ACCESS TO NEW ADDITION FUTURE OFFICE FUTURE OPEN OFFICE STORAGE UTILITY LAUNDRY / STORAGE BATH 385 SF FUTURE MERCHANDISE STORAGE 001 SOFTENERWH FURNACE D W ELEC 13' - 8" 16 ' - 3 " NEW COL / POSTS & FOOTINGS (SEE STR) NEW FOOTING & COL / POST (SEE STR) NEW MASONRY PIER & FTG (SEE STR) NEW MASONRY PIER & FTG (SEE STR) SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A3 FLOOR PLANS 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A3 1 MAIN LEVEL FLOOR PLAN (NEW CONSTRUCTION) SCALE:1/4" = 1'-0"A3 3 LOWER LEVEL FLOOR PLAN (NEW CONSTRUCTION) NORTH # Description Date MAR 28, 2025 19 0 T/ DECK (ML) 100' - 0" A 2 A6 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" BCD 2 A7 93' - 4" 103' - 0" 94' - 2" T/ DECK (ML) 100' - 0" 3 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" 4 12 1 A7 1 A6 COMPANY SIGN BOARD / BAATTEN FINISH (PAINTED BLACK) METAL PANEL FINISH 4" OVER 12" FLAT FASCIA (STAIN) ASPHALT SHINGLE ROOFING SYSTEM w/ CON'T RIDGE VENT HANDRAILS @ RAMP & DECK BOARD / BATTEN FINISH STONE VENEER FINISH w/ STONE CAP SOLID SAWN TIMBER TRUSS (SOUTH) SOLID SAWN TIMBER TRUSS (EAST) 101' - 2" 103' - 0" 94' - 2" SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A4 EXTERIOR BUILDING ELEVATIONS 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A4 2 SOUTH BUILDING ELEVATION SCALE:1/4" = 1'-0"A4 1 EAST BUILDING ELEVATION # Description Date MAR 28, 2025 19 1 T/ DECK (ML) 100' - 0" A 2 A6 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" B C D 2 A7 T/ DECK (ML) 100' - 0" 3 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" 412 1 A7 1 A6 SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A5 EXTERIOR BUILDING ELEVATIONS 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A5 2 NORTH BUILDING ELEVATION SCALE:1/4" = 1'-0"A5 1 WEST BUILDING ELEVATION # Description Date MAR 28, 2025 19 2 T/ DECK (ML) 100' - 0" A 2 A6 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" BCD 2 A7 EXISTING ROOF LINE (BEYOND) 103' - 0" 93' - 6" T/ DECK (ML) 100' - 0" 3 T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" T/ SLAB (EL) 98' - 3" 412 1 A7 1 A6 COMMON TRUSSES @ 2'-0" o/cNEW OVER-FRAMING of EXISTING ROOF STRUCTURE FUTURE MERCHANDISE STORAGE 001 OFFICE 106 LOBBY 103 STAFF 104 A6 3 93' - 4" FINISH GRADE T/ FOOTING TOP CHORD TRUSSES DROPPED 11' - 8 1/2" EXISTING CONSTRUCTION SHOWN SHADED T/ DECK (ML) 100' - 0" T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" 4 R-10 RIGID INSULATION w/ 1/2" GWB FINISH DRAIN TILE SYSTEM (SEE CIVIL) 101' - 2"2" FINISH GRADE MASONRY PIER FOUNDATION (SEE STR) GRANULAR BACKFILL STONE VENEER BASE MASONRY PIER w/ STONE VENEER STONE CAP TIMBER FRAME TRUSS NEW WINDOW (SEE PLAN) R, O , S I L L H T 1' - 6 " WS.6x R-40 ATTIC INSUL OVER 6 MIL POLY VAPOR RETARDER FINISH CEILING (SEE SCHEDULE) INSULATE RIM SPACE 7' - 8 1/2" (OUTRIGGER FRAMING)OUTRIGGER CANTILEVER DROP TOP CHORD TRUSSES PRE-FINISHED METAL DRIP EDGE 1 x 4 OVER 1 x 12 FASCIA (STAIN) 1 x 6 "V" GROOVE WOOD SOFFIT (STAIN) SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A6 BUILDING SECTIONS 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A6 1 BUILDING SECTION #1 SCALE:1/4" = 1'-0"A6 2 BUILDING SECTION #2 SCALE:1/2" = 1'-0"A6 3 WALL SECTION #1 # Description Date MAR 28, 2025 19 3 BC A7 3 NEW OPENING IN EXISTING CMU FOUNDATION WALL OFFICE 106 OFFICE 107 FUTURE MERCHANDISE STORAGE 001 2 A6 EXISTING ROOF LINES (BEYOND) 12 8 EXISTING ROOF LINES (BEYOND) R-40 ATTIC INSULATION OVER 6 MIL POLY VAPOR RETARDER PRE-ENGINEERED WOOD ROOF TRUSSES & ROOF SHEATHING (SEE STR) ASPHALT SHINGLE ROOFING SYSTEM CON'T RIDGE VENT w/ SHINGLES TO MATCH MAIN ROOF BOARD / BATTEN SIDING NEW COL / POST & FOOTING (SEE STR) 6" SAND CUSHION 4" CONC SLB-ON-GRADE OVER 10 MIL POLY VAPOR RETARDER NEW FLOOR JOISTS & DECK (SEE STR) CON'T RIDGE VENT PRE-ENGINEERED WOOD ROOF TRUSSES (DROP TOP CHORD FRAMING SHOWN) 3 12 1 A6 ..BLACK FINISHBLACK FINISH BOARD / BATTEN SIDING NEW RAMP w/ HANDRAILS PER CODE CON'T RIDGE VENT w/ SHINGLE FINISH TO MATCH MAIN ROOF 1 x 4 OVER 1 x 12 FASCIA (STAINED) PRE-FINISHED METAL PANELS HANDRAILS @ RAMP & PATIO PRE-FINISHED METAL DRIP EDGE (EAVES & RAKES) T/ DECK (ML) 100' - 0" T/ WALL 108' - 0" T/ SLAB (LL) 91' - 4" B STONE VENEER w/ 2" STONE CAP FOUNDATION WALL (SEE STR) R-10 RIGID INSUL w/ 6MIL POLY VAPOR RETARDER & 1/2" GWB INSULATE RIM SPACE FLOOR FRAMING (SEE STR) WS.6x BOARD / BATTEN EXTERIOR FINISH (SEE XTERIOR ELEVATIONS) VENTED SOFFIT (STAINED WOOD) 1 x 4 OVER 1 x 12 FASCIA (STAINED) PRE-FINISED METAL DRIP EDGE ASPHALT SHINGLE ROOFING SYSTEM R-40 ATTIC INSULATION OVER 6 MIL POLY VAPOR RETARDER FINISH CEILING (SEE SCHEDULE) 2" EXTEND WALL SHEATHING TO CONTAIN ATTIC INSUL- MAINTAIN CLEARANCE FOR ATTIC VENTING . PROJECT SHORT-FORM BUILDING SPECIFICATIONS: DIVISION 2 - EXISTING CONDITIONS 1) GENERAL A) B) PROTECT FROM DAMAGE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD ALL EXISTING COMPONENTS TO REMAIN. DAMAGE CAUSED BY ANY TRADE SHALL BE THEIR SOLE RESPONSIBILITY TO RESTOR DAMAGE ITEM(S) TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 2) CONCRETE A) B) MATCH EXISTING COLOR & FINISH AT ALL NEW CAST-IN-PLACE CONCRETE WORK. PROTECT ALL EXISTING SLAB REINFORCING STEEL FROM DAMAGE DURING COURSE OF NEW CONSTRUCTION WORK. IMMEDIATELY REPORT ANY SUCH DAMAGE TO ARCHITECT FOR REMEDIAL SOLUTION. DIVISION 3 - CONCRETE 1) SLABS A) B) C) REFERR TO SHEET #S0 GENERAL STRUCTURAL NOTES FOR SOIL BEARING INFORMATION- VERIFY w/ SOILS ENGINEER FAMILIAR w/ THIS SITE & ITS SOIL CONDITIONS. NOTIFY ARCHITECT w/ ANY REQUIRED CHANGES IF POOR SOILS ARE ENCOUNTERED. EXTERIOR SLABS- REFER TO SHEET #S0 GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION INTERIOR PATCHING- REFER TO SHEET #S0 GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION 1) TIMBER FRAME CONSTRUCTION A) B) C) D) E) F) G) H) I) J) STRUCTURAL DESIGN, FABRICATION AND INSTALLATION OF HEAVY TIMBER TRUSSES. PERFORM WORK REQUIRED TO PROPERLY COMPLETE THE HEAVY TIMBER WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. INCLUDE MODIFICATIONS TO THE DESIGN THAT ARE STRUCTURALLY REQUIRED UNDER 1.03 C. 2. OF THIS SECTION. PROVIDE ALL LABOR, MATERIALS, STAGING, SCAFFOLDING, TEMPORARY BRACING, CRANE, HOISTS, RIGGING, EQUIPMENT, AND SERVICES NECESSARY TO PERFORM THE WORK OF THIS SECTION. THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: 1)TIMBER COMPONENTS OF EVERY DESCRIPTION, INCLUDING THE TRUSSES THEMSELVES, THEIR INDIVIDUAL MEMEBERS AND MORTISE / TENON JOINT CONNECTOR PEGS. 2)MISCELLANEOUS HARDWARE FOR TIMBER FRAME CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO: POST TO PIER CONNECTORS AND OTHER THREADED ROD CONNECTIONS. SUBMIT FOR ARCHITECT’S APPROVAL REPRESENTATIVE SAMPLES OF WOOD SPECIES INDICATED OF THE GRADE AND FINISH SPECIFIED. SHOP DRAWINGS: FURNISH COMPLETE SHOP DRAWINGS INCLUDING THE FOLLOWING: 1)SMALL SCALE PLANS AND ELEVATIONS SHOWING ALL TRUSS MEMBERS, JOINTS AND METHODS OF ASSEMBLY. SHOP DRAWINGS SHALL INCLUDE DETAILS FOR EVERY MEMBER AND CONNECTION AND SHALL SHOW CONNECTORS, PEGS, MORTISES, TENONS, LENGTHS, ANGLES OF CUT, ETC. 2)SHOP DRAWINGS SHALL ALIGN & FOLLOW ANALYSIS AND JOINT DESIGN AS REPRESENTED BY THESE DRAWINGS AS CERTIFIED BY THE STRUCTURAL ENGINEER OF RECORD. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE LICENSED PROFESSIONAL STRUCTURAL ENGINEER. TRUSS DESIGN SHALL PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO GRAVITY AND LATERAL LOADS. NO TRUSSES SHALL BE ORDERED OR FABRICATED PRIOR TO THE ARCHITECT'S APPROVAL OF THE SHOP DRAWINGS. TIMBER FRAME SUPPLIER SHALL OBTAIN AND VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE BUILDING AS REQUIRED FOR THE PROPER INSTALLATION OF HIS WORK. DELIVER COMPLETED TRUSSES TO JOBSITE FOR FINAL ASSEMBLY AND INSTALLATION. EACH TIMBER SHALL BE SIZED ACCORDING TO ENGINEERING REQUIREMENTS. TIMBER SPECIES SHALL BE RED PINE(PINUS RESINOSA), S4S, BHC. EXPOSED EDGES SHALL HAVE A 1/2" WIDE CHAMFER. PEGS- PEG MATERIAL SHALL BE STRAIGHT GRAINED WHITE OAK, ALL HEARTWOOD, KNOT FREE, AND REACTION FREE. FURNISH AND INSTALL ALL NECESSARY HARDWARE AND METAL SHAPES REQUIRED FOR ASSEMBLY AND ERECTION OF THE TRUSSES. ALL STEEL SHAPES, PLATES, AND RODS SHALL CONFORM TO ASTM A-36, AS AMENDED TO DATE. DIVISION 8 - OPENINGS 1) EXTERIOR WOOD CLAD DOORS A) B) C) ACCEPTABLE MANUFACTURERS - ANDERSEN DOORS & WINDOWS - MARVIN DOORS & WINDOWS - APPROVED EQUIVALENTS EXTERIOR WOOD DOORS SHALL BE WOOD CONSTRUCTION WITH PRE-FINISHED CLADDING & ALL ACCESSORIES REQUIRED FOR A COMPLETE WATER-TIGHT INSTALLATION.. DOORS SHALL BE FACTORY PREPPED TO RECEIVE FINAL DOOR HARDWARE. 5) FINISH HARDWARE A) B) C) ACCEPTABLE MANUFACTURERS - SEE BELOW IN (X) - APPROVED EQUIVALENTS INSTALLATION SHALL BE COMPLETED BY SKILLED FINISH CARPENTERS w/ EXPERTISE & EXPERIENCE FOR A FIRST-CLASS INSTALLATION. HARDWARE GROUPS - GROUP #1: DOOR #101A (ENTRANCE) HINGES BB199 w/ NRP (HAGER), 1-1/2 PAIR LOCKSET D-SERIES (SCHLAGE) CLOSER SERIES 4010 (LCN) STOP OVERHEAD (GLYNN JOHNSON) THRESHOLD REESE SWEEP REESE WEATHERSTRIP REESE - GROUP #2: DOOR #104A (3-PANEL OUT-SWING) HINGES BB199 w/ NRP (HAGER), 1-1/2 PAIR LOCKSET D-SERIES (SCHALGE) CLOSER SERIES 4010 (LCN) STOP WALL (GLYNN JOHNSON) THRESHOLD REESE SWEEP REESE WEATHERSTRIP REESE - GROUP #3: DOORS #105A, #106A, #107A & #108A HINGES BB199 (HAGER), 1-1/2 PAIR LOCKSET D-SERIES (SCHALGE) STOP WALL (GLYNN JOHNSON) DIVISION 9 - FINISHES 1) GYPSUM WALLBOARD ASSEMBLIES A) B) C) D) ACCEPTABLE MANUFACTURERS - APPROVED EQUIVALENTS INTERIOR WALL FRAMING SHALL BE LIGHT-GAGE STEEL FRAMING w/ "C" STUD & TRACK SECTIONS AS REQUIRED BY CONDITIONS GYPSUM WALLBOARD SHALL BE 5/8" THICK w/ STANDARD TAPERED EDGES INCLUDE ALL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION 2) FLOORING A) B) NEW ENGINEERED LAMINATED WOOD TILE PER OWNER'S SELECTION NEW WALL BASE SHALL BE 4" RESILIENT (COVE PROFILE) 3) CEILINGS A) B) NEW CEILINGS SHALL BE GYPSUM WALLBOARD (GWB) SECURED TO ROOF FRAMING MEMBERS, FULL HEIGHT OF EACH SPACE. GWB JOINTS SHALL BE TAPED & SANDED- FINISH SHALL BE SMOOTH (LEVEL 4) & READY FOR A PAINTED FINISH. DIVISION 6 - WOOD / COMPOSITES K) L) FINISH- TRUSSES SHALL BE PREFINISHED ON ALL SURFACES AND JOINTS: 1) ONE (1) COAT WAX-BASED SEALER (ALL CONCEALED JOINT SURFACES) 2) ONE (1) COAT PENETRATING OIL STAIN (AUSTRALIAN TIMBER OIL OR ITS EQUIVALENT) TINTED PER MANUFACTURER'S STANDARD COLORS. INSTALLATION 1)TEMPORARY BRACING AND GUY LINES SHALL BE PROVIDED TO ADEQUATELY PROTECT ALL PERSONS AND PROPERTY AND TO INSURE PROPER ALIGNMENT. 2) PADDING OR NON-MARKING SLINGS SHALL BE USED AND CORNERS SHALL BE PROTECTED WITH BLOCKING. 3)ASSEMBLED TRUSSES SHALL BE REASONABLY STRAIGHT, PLUMB, LEVEL AND SQUARE. PORTIONS OF THE STRUCTURE NOT ADEQUATELY BRACED BY DESIGN SHALL HAVE TEMPORARY BRACES UNTIL THE DECKING IS APPLIED. 4) JOINTS SHALL BE REASONABLY TIGHT. 5) JOINTS REQUIRING PEGGING SHALL HAVE PEGS DRIVEN UNTIL SNUG OR FLUSH. PEGS SHALL BE CUT SMOOTH WITH FACE OF TIMBER. 6)TOOLS USED TO DRIVE OR PULL JOINTS TOGETHER SHALL NOT PERMANENTLY MAR EXPOSED FINISHED SURFACES OF THE TRUSSES. 2) INTERIOR WOOD DOORS A)INTERIOR WOOD DOORS (w/ PREHUNG WOOD FRAMES) SHALL BE FULL-GLASS STILE / RAIL SOLID WOOD CONSTRUCTION TO MATCH THE EXISTING WOOD DOORS (SPECIE, CUT & FINISH). DOORS SHALL BE PAINTED w/ 1/4" OBSCURE TEMPERED GLASS & FACTORY PREPPED TO RECEIVE FINAL DOOR HARDWARE. DIVISION 7 - THERMAL / MOISTURE PROTECTION 1) EXTERIOR SIDING & TRIM A) B) C) BOARD / BATTEN SIDING SHALL BE AS MANUFACTURED BY JAMES HARDIE & SHALL BE PRIMED READY FOR FIELD PAINTED FINISH. SIDING SYSTEM SHALL INCLUDE BOARDS 12" WIDE, BATTENS 2" WIDE, UNDERLAYMENT, RAIN SCREEN SYSTEM APPROPVED BY SIDING MANUFACTURER, TRIM & ALL ACCESSORIES REQUIRED FOR A COMPLETE WATER-TIGHT INSTALLATION. METAL PANEL SIDING SHALL BE ALUCOBOND EASY-FIX EXTERIOR PANEL SIDING SYSTEM COMPLETE WITH ALL SYSTEM REQUIRED ACCESSORIES, UNDERLAYMENT, RAIN SCREEN SYSTEM APPROVED BY PANEL MANUFACTURER, TRIM & ALL ACCESSORIES REQUIRED FOR A COMPLETE WATER-TIGHT INSTALLATION. FASCIA MATERIAL SHALL BE WESTER RED CEDAR, EXPOSED FACES PLANED SMOOTH, OF SIZE AS INDICATED ON THE DRAWINGS. NATURAL STAIN FINISH. 2) ASPHALT SHINGLE ROOFING SYSTEM A) B) C) ASPHALT SHINGLES 1) ACCEPTABLE MANUFACTURERS (PRODUCT) - CERTAINTEED (LANDMARK) - GAF (TIMBERLINE HDZ) - OWNENS CORNING (DURATION) - APPROVED EQUIVALENT CONTINUOUS RIDGE VENT COMPATIBLE WITH SHINGLE MANUFACTURER SHALL EXTEND AT RIDGES WHERE ATTIC VENTILATION IS REQUIRED (REFER TO DRAWINGS). DESIGN SHALL ALLOW FREE AIR MOVEMENT OF REQUIRED VENTILATION YET RESTRICT AIRBORNE MOISTURE FROM ENTERING THE ATTIC. RIDGE VENTS SHALL BE FINISHED TO MATCH MAIN ROOF. SYSTEM SHALL INCLUDE SYNTHETIC UNDERLAYMENT, ICE DAM PROTECTION MEMBRANE INSTALLED PER CODE (24" INTERIOR OF PERIMETER EXTERIOR WARM WALLS), TRIM & ALL ACCESSORIES REQUIRED FOR A COMPLETE WATER-TIGHT INSTALLATION. SDKarch #: Issue Date: Drawn By: Checked By: R E V I S I O N S I HEREBY CERTIFY THAT THIS DRAWING, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. Stephen D. Krause #17979 DATE 3030 County Road 101 North Plymouth, Minnesota 55447 (763) 331-5178 info@sdk-architects.com SHEET #:REVISION Project Status: 2025 SDK Architects LLC ALL RIGHTS RESERVED c A7 BUILDING SECTIONS / SPECIFICATIONS 24-017 O f f i c e E x p a n s i o n / R e m o d e l i n g T. S C H E R B E R L L C MAR 28, 2025 SDK SDK 23 2 4 0 C o u n t y R o a d d 3 0 - R o g e r s , M N ISSUED FOR CONSTRUCTION SCALE:1/4" = 1'-0"A7 1 BUILDING SECTION #3 SCALE:1/4" = 1'-0"A7 2 BUILDING SECTION #4 SCALE:1/2" = 1'-0"A7 3 WALL SECTION #2 # Description Date MAR 28, 2025 19 4 HENNEPIN COUNTY SITE PROJECT LOCATION HENNEPIN COUNTY, MN SITE MINNESOTA T. SCHERBER DEMOLITION & EXCAVATION CORCORAN, MN S I T E S I T E T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: CONDITIONAL USE PERMIT PLANS CORCORAN, MN 19 5 EXISTING ZONING PROJECT LOCATION T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA SITE PLAN NOTES GENERAL NOTES LEGEND: SITE DATA: EXISTING PROPERTY DESCRIPTION KEY NOTES: 19 6 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: LEGEND: SURVEY DATA 19 7 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: EROSION CONTROL INSTALLATION SCHEDULE EROSION CONTROL NOTES EROSION CONTROL MAINTENANCE SCHEDULE VEGETATION GROUND COVER SCHEDULE SWPP NARRATIVE POLLUTION PREVENTION NOTES DESIGN CALCULATIONS SWPPP Designer: RESPONSIBLE PARTY Owner: T.SCHERBER DEMOLISHING & EXCAVATION Contractor: Manager: Trevor Scherber EROSION CONTROL QUANTITIES: TOTAL SITE DATA: PROJECT LOCATION EXISTING PROPERTY DESCRIPTION LEGEND: SURVEY DATA 19 8 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: LEGEND: DEMOLITION NOTES SURVEY DATA 19 9 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: LEGEND: SURVEY DATA 20 0 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: 20 1 T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: AGGREGATE SURFACE CONCRETE PAVEMENT - LIGHT DUTY (PRIVATE SIDEWALK) BITUMINOUS PAVEMENT STORM WATER MANAGEMENT POND OUTLET CONTROL STRUCTURE OCS-1 HANDICAP SIGN FINISH GRADE 3" 2' - 0 " 1'-0" CONCRETE 12 " 18" 18 " 5' WHITE ON BLUE BLACK ON WHITE W/ 1.5" LETTERS THIS SIGN TYP @ EACH HANDICAP PARKING SPACE 3" GALVANIZED STEEL POLE HANDICAP SIGN CONSTRUCT CLASS II RIP RAP (1' THICK) WITH TYPE IV GEOTEXTILE FABRIC. 5:1 T Y P . MATCH BOTTOM OF BASIN FABRIC UNDER RIPRAP 2' BOTTOM WIDTH RIP RAP CHANNEL 202 C O U N T Y R O A D N O . 1 9 COUNTY ROAD NO. 30 C1 EXISTING ZONING PROJECT LOCATION T. Scherber Demolition & Excavating CI V I L E N G I N E E R I N G SI T E D E S I G N 11415 Vally Drive Rogers, MN 55374 Trevor Scherber trevor@tscherber.com 952-292-9633 INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA SITE PLAN NOTES GENERAL NOTES LEGEND: SITE DATA: EXISTING PROPERTY DESCRIPTION KEY NOTES: 203 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 1 of 3 Motion By: Seconded By: APPROVING A SITE PLAN AMENDMENT FOR T. SCHERBER DEMOLITION AND EXCAVATING (PID 07-119-23-13-0003) (CITY FILE 21-007) WHEREAS, Trevor Scherber (“the applicant”) requested a site plan amendment for a building addition and modifications to the parking lot on property legally described as follows: Attachment A WHEREAS, the City Council approved a site plan and conditional use permit to allow a contractor’s yard with outside storage in the CR (rural commercial) district on May 27, 2021 (Resolution 21-050); and WHEREAS, the applicant is working to bring the site into compliance with the conditions of the 2021 approval; and WHEREAS, the applicant is proposing additions to the south and east sides of the building and expand the parking lot; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A site plan amendment is approved in accordance with the plans and application received by the City on October 3, 2025 except as amended by this resolution. 2. The plans must be revised to dimension the building setback to County Road 30. 3. The setback from County Road 30 is approved to reduce the setback from 100 feet to 63 +/- feet as permitted by Section 1060.070, Subd. 2(K) of the Zoning Ordinance. a. The landscaping shall be installed as shown on the plans. b. The trees along County Road 30 shall be preserved as shown on the plans and shall be protected by tree protection fencing during construction. 4. All other conditions of Resolution 2021-50 remain unchanged. 5. The applicant must address all requirements of the City Engineer’s punch list dated November 3, 2025. 6. The applicant must receive a building permit prior to beginning construction on the building. 7. The applicant must complete all site improvements by July 1, 2026, unless an extension is requested by the applicant and granted by the City Council. 204 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 2 of 3 8. The resolution must be recorded at Hennepin County and proof of recording provided to the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 205 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-105 Page 3 of 3 Attachment A The South 761.52 feet of the West 629.18 feet of the Southwest Quarter of the Northeast Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota 206 STAFF REPORT Agenda Item: 6.j Council Meeting: November 13, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Remaster - Change Orders #5 (Site & Building) Action Required: Approval Summary During the improvements at Heritage Park, site testing revealed that the available water pressure for the irrigation system was insufficient for proper operation. To ensure adequate and reliable irrigation, the installation of a 7.5 high-pressure booster pump and associated electrical improvements are required. This change impacts both the site and park building contracts. While the work items are two separate contracts, they are interconnected and coordination between the two is necessary for the installation of the irrigation items. Change Order #5 (site): $18,918.00 Change Order #5 (building): $833.97 Financial/Budget Heritage Park Improvements would come from the Park Dedication Fund. Options Consider a motion to approve the Change Order #5 (site) in the amount of $18,918.00 and Change Order #5 (building) in the amount of $833.97. Provide staff with alternative direction. Decline. Recommendation Consider a motion to approve the Change Order #5 (site) in the amount of $18,918.00 and Change Order #5 (building) in the amount of $833.97. Council Action Consider a motion to approve the Change Order #5 (site) in the amount of $18,918.00 and Change Order #5 (building) in the amount of $833.97. Attachments 1. Change Order #5 (site) - Memo 2. Change Order #5 (site) - Form 3. Chance Order #5 (building) - Irrigation Breaker.pdf 207 Memo To: Jessica Christensen Buck Kevin Mattson, PE, PW Director From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: November 4, 2025 Subject: Change Order #5 to Fehn Companies, Inc. – Corcoran City Park Improvements Council Action Requested Staff is presenting to the City Council for their review and consideration Change Order #5 for the Corcoran City Park Improvements Project. Change Order #5 increases the contract amount by $18,918.00. Summary Irrigation Booster Pump During construction the water pressure at the site (water extended to the new park building) was tested and it was determined an irrigation booster pump was necessary for the system. Change Order #5 includes a booster pump for the system and associated electrical improvements. Pricing for the booster pump and electrical would be an additional $18,919.00. Below is a breakdown of the costs. Line Item Item Unit Quantity Unit Price Extension 1 7.5 HP Booster Pump for Irrigation System LS 1 $16,445.00 $16,445.00 2 #6 AWG XHHW Wire LF 900 $3.09 $2,781.00 3 #12 AWG XHHN Wire (Deduct) LF -200 $1.54 -$308.00 Total $18,918.00 Attached to this memo is the official change order request, but a summary is provided below: Original Contract Amount $2,596,985.88 Revised Contract $2,729,495.85 Contract Price Change $18,918.00 Revised Contract Amount $2,748,413.85 Engineer’s Recommendation We recommend reviewing and considering Change Order #5 as outlined in this memo. 208 Project No. 193807229 Change Order Form 00 63 63-1 SECTION 00 63 63 CHANGE ORDER FORM Change Order No. 5 Date 11/04/2025 Name of Project: Corcoran City Park Improvements Owner: City of Corcoran Contractor: Fehn Companies, Inc. The following changes are hereby made to the Contract Documents: 1) Provide a booster pump for the irrigation system. Justification: 1) During construction the water pressure at the site (water extended to the new park building) was tested and it was determined an irrigation booster pump was necessary for the system. The change order includes an irrigation booster pump and associated electrical. Original Contract Price: $ 2,596,985.88 Current Contract Price adjusted to previous Change Order: $ 2,729,495.85 The Contract Price due to this Change Order will be increased by $ 18,918.00 The new Contract Price including this Change Order will be $ 2,748,413.85 Original Contract Substantial Completion Date: October 15, 2025 The Contract Time will be Increased by 0 Calendar days Current Contract Substantial Completion Date adjusted to this Change Order: October 15, 2025 Original Contract Final Completion Date: May 29, 2026 The Contract Time will be Increased by 0 Calendar days Current Contract Final Completion Date adjusted to this Change Order: May 29, 2026 209 Project No. 193807229 Change Order Form 00 63 63-2 Approvals Required: To be effective, this Order must be approved by the Owner and the Contractor if it changes the scope of objective of the Project, or as may otherwise be required by the Supplemental General Conditions. Requested by: Steven Hegland, P.E. Accepted by: (Contractor) Accepted by: City of Corcoran END OF SECTION 210 PCCO #05 Project Owner: Date: Project #: Project Name: Project Address: Contractor: Architect Firm: Architect: Cost Description Cost Total Subcontractor Costs 816.89$ Total Valint Labor Costs 239.25$ Total Valint Materials Cost -$ Total Valint Field Overhead Costs -$ Bond 1.25% 10.21$ Insurance .84% 6.86$ 833.97$ The Contract time will be changed by: 0 Days Note: This Change Order includes changes in the Contract Sum and Contract Time. Eric Werner Provide 50A/3P breaker within LP-1 for site irrigation pump. Per PR004 10-17-25. City of Corcoran (Printed Name) Oertel Architects Oertel Architects Corey Wickham BY (Signature) (Printed Name) Valint Construction Services, LLC Date BY (Signature) Jessica Christensen Buck 10/23/2025 Owner (Firm Name) NOT VALID UNTIL SIGNED BY THE CONTRACTOR, OWNER AND ARCHITECT, IF APPLICABLE 2520 Corcoran Community Park Building Valint Construction Services, LLC Fargo, ND 58103 The Contract Sum will be changed by this Change Order in the amount of: City of Corcoran Corcoran, MN 55340 THE CHANGE IS AS FOLLOWS: 20200 County Rd. 50 Date Architect (Firm Name) BY (Signature) Eric Werner (Printed Name) 3217 Fiechtner Drive S, Suite E 8200 County Rd. 116 Corcoran, MN 55340 Date Contractor (Firm Name) 211 Job #:2520 Project:Corcoran Community Park Building Date:10/23/2025 Cost Code Subcontractor Amount 26 0013 Honda Electric 742.63$ -$ -$ -$ Subtotal Subcontracted costs 742.63$ 01 9999 OH & Profit 10%74.26$ Total Subcontracted costs 816.89$ Cost Code Labor Costs Hours Rate $/hr Total 01 8003 0.75 120.00$ 90.00$ 01 8005 1 95.00$ 95.00$ 01 8010 0.5 65.00$ 32.50$ 01 8015 0 115.00$ -$ Subtotal Of Labor 217.50$ 01 9999 OH & Profit 10%21.75$ Total VCS Labor 239.25$ Cost Code (list)-$ -$ -$ -$ State Sales tax 8.525%-$ -$ 01 9999 OH&P on Material 10%-$ Total Material costs -$ Cost Code Overhead Cost Qty Unit Rate Total 01 7515 Travel (Superintendent)0 Trips 674 -$ 01 7513 Travel (Project Manager)0 Trips 674 -$ 01 5113 Temporary Electrical 0 Month 250 -$ Subtotal Field Overhead -$ 01 9999 OH&P on Material 10%-$ Total Field Overhead -$ Cost Code Total Subcontracted costs 816.89$ Total labor costs -$ Total Material Costs -$ Total Field Overhead costs -$ Subtotal 816.89$ 01 7833 Bond 1.25%10.21$ 01 2105 Insurance 0.84%6.86$ Total 833.97$ Summary Field Overhead Project Assistant Hours Field Superintendent Hours Material Costs Subtotal Material Costs Subtotal Material costs Proposed Contract Change Order Project Manager Hours Subcontractor Costs Valint Costs Director of Construction 212 213 1 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Proposal Request Project: City of Corcoran – Corcoran Community Park Building From Architect: Oertel Architects, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 General Contractor: Valint Construction Services 3550 38th Ave. S. Suite C Fargo, ND 58104 PR No.: 004 Date: October 17, 2025 Architect’s Project Number: 21-22 Description: Includes changes for Electrical work, see attached. Attachments: • Paulson & Clark Engineering PR-04 memo • E400 Issued by: Eric Werner – Oertel Architects, Ltd. 214 Date: October 17, 2025 Re: Electrical Items for PR-04 Project: Corcoran Park Building Architect: Oertel Architects 1795 St. Clair Ave. St. Paul, MN 55105 ELECTRICAL DRAWINGS Sheet E400 – ELECTRICAL SCHEDULES 1. Provide 50A/3P breaker within LP -1 for Site Irrigation Pump. Irrigation pump installation to be indicated in site package drawings. End of Electrical PR 215 1. Verify finishes and mounting requirements with Architect. 2. For fixtures with remote drivers, the electrical contractor is responsible for locating and providing a connection to the remote driver Light Fixture Schedule Notes: 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 46199 Andrew J. Tripp 05/01/2025 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N Signature Name License #Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G E400 ELECTRICAL SCHEDULES AJT RTA 05/01/2025 Light Fixture Schedule Type Mark Description Mounting Input Power CCT Voltage Manufacturer Alternate Manufacturer E Exit Light, Battery Universal 1 VA MVOLT LITHONIA #LQC-1-R-EL-N HE WILLIAMS #EXIT/CA R AF BLK EM D H6 4' LED Wraparound Surface Mount 49 VA 4000 K MVOLT LITHONIA #BLWP4-60L-ADP-EZ1-840 COLUMBIA #RLW4-40HL-FAW-EDU H6E 4' LED Wraparound, Emergency Surface Mount 49 VA 4000 K MVOLT LITHONIA #BLWP4-60L-ADP-EZ1-840-EL14L COLUMBIA #RLW4-40HL-FAW-EDU-ELL14 K7 2X4 Recessed Vandal Resistant Troffer, Flange Recessed, Gyp. 59 VA 4000 K MVOLT LITHONIA #2GTL4 F 4 72L MVOLT EZ1 LP840 DGA24 COLUMBIA #LJT24-40VLG-FSA12-EDU-FK24 K7E 2X4 Recessed Vandal Resistant Troffer, Flange, Battery Pack Recessed, Gyp. 59 VA 4000 K MVOLT LITHONIA #2GTL4 F 4 72L MVOLT EZ1 LP840 DGA24 E10W COLUMBIA #LJT24-40VLG-FSA12-EDU-FK24-ELL14 L12 12ft Direct/Indirect Suspended Linear Aircraft Cable, 12' AFF 216 VA 4000 K MVOLT MARK LIGHTING #S4PID LLP 12FT MSL5 80CRI 40K 1200LMF I80CRI I40K I1000LMF BW SCT MIN1 FLL MVOLT LITECONTROL #4L-P-ID-STD-6'+6'-SOF-LPA-40K9-I100-D120-D01-1C-UNV-FA2 L12E 12ft Direct/Indirect Suspended Linear Aircraft Cable, 12' AFF 216 VA 4000 K MVOLT MARK LIGHTING #S4PID LLP 12FT MSL5 80CRI 40K 1200LMF I80CRI I40K I1000LMF BW SCT MIN1 FLL MVOLT (1)E10WLCP LITECONTROL #4L-P-ID-STD-6'+6'-SOF-LPA-40K9-I100-D120-D01-1C-UNV-FA2-1EF N4 4FT Recessed Linear, Flush Lens, Flange Recessed, Gyp. 40 VA 4000 K 120V MARK LIGHTING #SL4L LOP 4FT FLP FL 80CRI 40K 1000LMF MIN1 120V LITECONTROL #4L-DW-D-4'-SOF-C4-40K9-D100-D01-1C-UNV N4E 4FT Recessed Linear, Flush Lens, Flange, Battery Pack Recessed, Gyp. 40 VA 4000 K 120V MARK LIGHTING #SL4L LOP 4FT FLP FL 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP LITECONTROL #4L-DW-D-4'-SOF-C4-40K9-D100-D01-1C-UNV-1EF N8E 8FT Recessed Linear, Flush Lens, Flange, Battery Pack Recessed, Wood 80 VA 4000 K 120V MARK LIGHTING #SL4L LOP 8FT FLP FLINB 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP LITECONTROL # 4L-DW-D-8'-SOF-C4-40K9-D100-D01-1C-UNV-EF N20E 20FT Recessed Linear, Flush Lens, Flange, Battery Pack Recessed, Wood 200 VA 4000 K 120V MARK LIGHTING #SL4L LOP 20FT FLP FLINB 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP LITECONTROL # 4L-DW-D-20'-SOF-C4-40K9-D100-D01-1C-UNV-EF R 48FT Recessed Linear, Wet Location Recessed, Metal 5 VA 4000 K MVOLT LUMENWERX #V4SEALR D WET EPDO SW 80 500 30 48FT UNV D1 2MC 2EC48 TF MTR AL NA HE WILLIAMS #MX4RTL-48'-L5/840-F-WET/CC-DIM-UNV RP Recessed Linear, Wet Location, (2) 90 Degree Corners Recessed, Metal 5 VA 4000 K MVOLT LUMENWERX #V4SEALRPAT D WET EPDO SW 80CRI 500LMF 30K 140FT11IN 2LEV2CA90 UNV D1 2MC 5EC48 TF MTR AL NA HE WILLIAMS #MX4RTL-148'11-U SHAPE-L5/840-F-WET/CC-DIM-UNV Mechanical Equipment Schedule Equipment Number Description Size Voltage Phase Disc. By Disc. Type Disc. Size Disc. Poles Disc. Location Starter By Starter Type Starter Size Starter Location Panel Circuit Number Feeder Notes ACCU-1 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 1,3 <30A2G> ACCU-2 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 5,7 <30A2G> ACCU-3 Air Cooled Condenser 21.5 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 9,11 <30A2G> ECUH-1 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 13,15,17 <20A3G> ECUH-2 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 19,21,23 <20A3G> ECUH-3 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 25,27,29 <20A3G> ECUH-4 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 31,33,35 <20A3G> ECUH-5 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 37,39,41 <20A3G> ERV-1 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 2,4 <20A2G> ERV-2 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 6,8 <20A2G> FURN-1 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 10 <20A2G> FURN-2 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 12 <20A2G> FURN-3 Furnace 7.7 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech - -w/ Unit LP-1 14 <20A2G> WHT-1 Water Heater 9 KW 208 V 3 Elec NFS 30 A 3 At Unit - - - - LP-1 18,20,22 <50A3G> WS-1 Water Softener 2.6 FLA 120 V 1 Elec REC (GFCI) 20 A 1 Near Unit - - - - LP-1 16 <20A2G> Notes: Spare 3840 VA 100.00% 3840 VA Receptacle 9000 VA 100.00% 9000 VA Total Est. Demand...212 A Power 10031 VA 125.00% 12539 VA Total Conn. Current:176 A Lighting 3611 VA 125.00% 4514 VA Total Est. Demand:76211 VA HVAC 18182 VA 125.00% 22727 VA Total Conn. Load:63519 VA Electric Heat 19995 VA 125.00% 24993 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:178 A 173 A 180 A Total Load:21285 VA 20701 VA 21533 VA 41 -- -- -- 1333... 0 VA 1 20 A Spare 42 39 -- -- -- 1333... 0 VA 1 20 A Spare 40 37 ECUH-5 20 A 3 1333... 0 VA 1 20 A Spare 38 35 -- -- -- 1333... 0 VA 1 20 A Spare 36 33 -- -- -- 1333... 0 VA 1 20 A Spare 34 31 ECUH-4 20 A 3 1333... 0 VA 1 20 A Spare 32 29 -- -- -- 1333... 0 VA 1 20 A Spare 30 27 -- -- -- 1333... 0 VA -- -- -- 28 25 ECUH-3 20 A 3 1333... 0 VA -- -- -- 26 23 -- -- -- 1333... 0 VA 3 50 A Irrigation Pump 24 21 -- -- -- 1333... 3000... -- -- -- 22 19 ECUH-2 20 A 3 1333... 3000... -- -- -- 20 17 -- -- -- 1333... 3000... 3 35 A WHT-1 18 15 -- -- -- 1333... 312 VA 1 20 A WS-1 16 13 ECUH-1 20 A 3 1333... 924 VA 1 15 A FURN-3 14 11 -- -- -- 1789... 1212... 1 15 A FURN-2 12 9 ACCU-3 35 A 2 1789... 1212... 1 15 A FURN-1 10 7 -- -- -- 2196... 701 VA -- -- -- 8 5 ACCU-2 40 A 2 2196... 701 VA 2 15 A ERV-2 6 3 -- -- -- 2196... 701 VA -- -- -- 4 1 ACCU-1 40 A 2 2196... 701 VA 2 15 A ERV-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type:MCB Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating:22 kA Branch Panel: LP-1 Notes: Total Est. Demand...51 A Spare 3840 VA 100.00% 3840 VA Total Conn. Current:48 A Receptacle 9000 VA 100.00% 9000 VA Total Est. Demand:18254 VA Power 720 VA 125.00% 900 VA Total Conn. Load:17171 VA Lighting 3611 VA 125.00% 4514 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:45 A 44 A 54 A Total Load:5382 VA 5320 VA 6470 VA 41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42 39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40 37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38 35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36 33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34 31 Pedestrian Pole Lighting (Alternate) 20 A 1 1920... 32 29 Parking Lot Lighting 20 A 1 1920... 30 27 28 25 26 23 Ice Maker (GFCI Breaker) 20 A 1 180 VA 180 VA 1 20 A Access Control Panel 24 21 Lighting - Exterior (INV-1) 20 A 1 280 VA 180 VA 1 20 A Motorized Coil Door 22 19 Lighting - Exterior 20 A 1 942 VA 180 VA 1 20 A Motorized Coil Door 20 17 Lighting Room 101, 103, 102 20 A 1 1580... 810 VA 1 20 A Lighting Room 105, 111, 110, 108... 18 15 Receptacle CATERING KITCHEN... 20 A 1 540 VA 1620... 1 20 A Receptacle Room 106, 101 16 13 Receptacle CATERING KITCHEN... 20 A 1 360 VA 360 VA 1 20 A Receptacle CATERING KITCHEN... 14 11 Refrigerator (GFCI Breaker) 20 A 1 180 VA 180 VA 1 20 A Refrigerator (GFCI Breaker) 12 9 Receptacle Room 102, 101 20 A 1 1620... 180 VA 1 20 A Sink IR/Hand Dryer (GFCI) 10 7 HALLWAY 103 20 A 1 360 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 8 5 Room 110, 105 20 A 1 1260... 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 6 3 Adult Changing Station 20 A 1 180 VA 720 VA 1 20 A Receptacle Room 108, 104, 107,... 4 1 Receptacle - Exterior 20 A 1 900 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From:LP-1 Phases:3 Mains Type:MLO Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating:22 kA Branch Panel: LP-1A 05 / 2 3 / 2 5 A d d e n d u m # 4 3 1 0 / 1 7 / 2 5 P R # 4 3 216 STAFF REPORT Agenda Item: 6.k Council Meeting: November 13, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Remaster - Change Order #6 (site) Action Required: Approval Summary As part of the Heritage Park Improvements, pedestrian lighting around the playground sidewalk was originally identified as an alternate in the project's bid package. At that time, City Council chose not to proceed with this alternate. Following the City's notification of award for the Minnesota Department of Natural Resources Outdoor Recreation Grant Program, there was additional discussion regarding the pedestrian lighting. City staff contacted the DNR grant administration staff for clarification on eligible project expenses, and were informed that pedestrian lighting would qualify for grant reimbursement. This presents an opportunity for the City to complete this enhancement with financial assistance through the grant program. The pedestrian lighting installation would occur in spring of 2026, aligning with the DNR's eligible funding timeline for project completion. Financial/Budget The proposed cost for the pedestrian lighting is $165,600. The grant through the DNR requires a 1:1 match from the City, of which would come from the Park Dedication Fund. Options 1. Approve the addition of pedestrian lighting around the playground at Heritage Park up to $165,600. 2. Provide staff with alternative direction. 3. Decline. Recommendation Consider a motion to approve the addition of pedestrian lighting around the playground at Heritage Park up to $165,600. Council Action Consider a motion to approve the addition of pedestrian lighting around the playground container at Heritage Park up to $165,600. Attachments 1. Corcoran City Park Improvements - Pedestrian Lighting.pdf 2. Change Order Form #6.pdf 217 Page 1 of 1 Tyler McKenzie Estimator / Project Manager 5050 Barthel Industrial Dr. Albertville, MN 55301 (763) 497-2428 Office (763) 453-1234 Cell tmckenzie@fehncompanies.com October 8, 2025 City of Corcoran, Minnesota RE: City Park Improvements – Pedestrian Lighting This proposal is per plan sheet E-101: Furnish and install pedestrian lighting around the playground sidewalk per plan sheet E-101. Proposed Price…............. $165,600.00 Sincerely, Tyler McKenzie Tyler McKenzie Estimator/Project Manager 218 Project No. 193807229 Change Order Form 00 63 63-1 SECTION 00 63 63 CHANGE ORDER FORM Change Order No. 6 Date 11/06/2025 Name of Project: Corcoran City Park Improvements Owner: City of Corcoran Contractor: Fehn Companies, Inc. The following changes are hereby made to the Contract Documents: 1) Furnish and install pedestrian lighting around the playground sidewalk per plan sheet E-101. Justification: 1) Pedestrian lighting around the playground sidewalk was originally identified as an alternate in the project's bid package. At the time of project award, City Council chose not to proceed with this alternate. Recently, the City received notification of award for the Minnesota Department of Natural Resources Outdoor Recreation Grant Program and confirmed with DNR grant administration staff that pedestrian lighting would qualify for grant reimbursement. This presents an opportunity for the City to complete this enhancement with financial assistance through the grant program. The pedestrian lighting installation would occur in spring of 2026, aligning with the DNR's eligible funding timeline for project completion . The change order includes the pedestrian light poles, conduit, and wiring. Original Contract Price: $ 2,596,985.88 Current Contract Price adjusted to previous Change Order: $ 2,748,413.85 The Contract Price due to this Change Order will be increased by $ 165,600.00 The new Contract Price including this Change Order will be $ 2,914,013.85 Original Contract Substantial Completion Date: October 15, 2025 The Contract Time will be Increased by 0 Calendar days Current Contract Substantial Completion Date adjusted to this Change Order: October 15, 2025 Original Contract Final Completion Date: May 29, 2026 The Contract Time will be Increased by 0 Calendar days Current Contract Final Completion Date adjusted to this Change Order: May 29, 2026 219 Project No. 193807229 Change Order Form 00 63 63-2 Approvals Required: To be effective, this Order must be approved by the Owner and the Contractor if it changes the scope of objective of the Project, or as may otherwise be required by the Supplemental General Conditions. Requested by: Steven Hegland, P.E. Accepted by: (Contractor) Accepted by: City of Corcoran END OF SECTION 220 STAFF REPORT Agenda Item: 6.l Council Meeting: November 13, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Remaster - Change Order #3 (Building) Action Required: Approval Summary As part of the Heritage Park Remaster, discussions regarding the placement of a drinking fountain were included. Currently, the only operational drinking fountain within Heritage Park is located near Meister Field, which was acquired as part of a previous grant project. With construction of the new building and associated site improvements, staff identified a need to provide drinking water access on the western portion of the park. To address maintenance concerns, it was determined that having the drinking fountain connected to the building made the most sense. Change order #3 for the building proposes the addition of an exterior, ADA compliant drinking fountain. The request includes installation of the fountain, associated above-grade plumbing/framing, the drinking fountain itself, and all related work for proper integration with the building infrastructure. This drinking fountain would support users of the western parcel of the park, including those utilizing the nearby athletic fields, future playground, and proposed future pickleball courts. Financial/Budget Heritage Park Improvements would come from the Park Dedication Fund. Options 1. Approve the Change Order #3 (building) in the amount of $15,324.67. 2. Provide staff with alternative direction. 3. Decline. Recommendation Approve the Change Order #3 (building) in the amount of $15,324.67. Council Action Consider a motion to approve the Change Order #3 (building) in the amount of $15,324.67. Attachments 1. HPR CO #3 - Drinking Fountain (Building) 221 PCCO #03 Revised Project Owner:Date: Project #: Project Name: Project Address: Contractor: Architect Firm: Architect: Cost Description Cost Total Subcontractor Costs 15,010.94$ Total Valint Labor Costs 239.25$ Total Valint Materials Cost -$ Total Valint Field Overhead Costs -$ Bond 1.25%187.64$ Insurance .84%126.09$ 15,324.67$ The Contract time will be changed by:0 Days Note: This Change Order includes changes in the Contract Sum and Contract Time. Eric Werner Fur out interior side of exterior wall assembly & add a drinking fountain / bottle filler & associated plumbing. (Underground plumbing for drinking fountain was approved in PCCO #6. City of Corcoran (Printed Name) Oertel Architects Oertel Architects Corey Wickham BY (Signature) (Printed Name) Valint Construction Services, LLC Date BY (Signature) 11/6/2025 Owner (Firm Name) NOT VALID UNTIL SIGNED BY THE CONTRACTOR, OWNER AND ARCHITECT, IF APPLICABLE 2520 Corcoran Community Park Building Valint Construction Services, LLC Fargo, ND 58103 The Contract Sum will be changed by this Change Order in the amount of: City of Corcoran Corcoran, MN 55340 THE CHANGE IS AS FOLLOWS: 20200 County Rd. 50 Date Architect (Firm Name) BY (Signature) Eric Werner (Printed Name) 3217 Fiechtner Drive S, Suite E 8200 County Rd. 116 Corcoran, MN 55340 Date Contractor (Firm Name) November 6, 2025 222 Job #:2520 Project:Corcoran Community Park Building Date:11/6/2025 Cost Code Subcontractor Material Labor Amount 22 0013 Finken Plumbing 13,095.00$ 06 1000 Casselton Lumber 351.31$ Valint Labor Changes 200.00$ -$ Subtotal Subcontracted costs 13,646.31$ 01 9999 OH & Profit 10%1,364.63$ Total Subcontracted costs 15,010.94$ Cost Code Labor Costs Hours Rate $/hr Total 01 8003 0.75 120.00$ 90.00$ 01 8005 1 95.00$ 95.00$ 01 8010 0.5 65.00$ 32.50$ 01 8015 0 115.00$ -$ Subtotal Of Labor 217.50$ 01 9999 OH & Profit 10%21.75$ Total VCS Labor 239.25$ Cost Code (list)-$ -$ -$ -$ State Sales tax 8.525%-$ -$ 01 9999 OH&P on Material 10%-$ Total Material costs -$ Cost Code Overhead Cost Qty Unit Rate Total 01 7515 Travel (Superintendent)0 Trips 674 -$ 01 7513 Travel (Project Manager)0 Trips 674 -$ 01 5113 Temporary Electrical 0 Month 250 -$ Subtotal Field Overhead -$ 01 9999 OH&P on Material 10%-$ Total Field Overhead -$ Cost Code Total Subcontracted costs 15,010.94$ Total labor costs -$ Total Material Costs -$ Total Field Overhead costs -$ Subtotal 15,010.94$ 01 7833 Bond 1.25%187.64$ 01 2105 Insurance 0.84%126.09$ Total 15,324.67$ Summary Field Overhead Project Assistant Hours Field Install Labor Material Costs Subtotal Material Costs Subtotal Material costs Proposed Contract Change Order Project Manager Hours Subcontractor Costs Valint Costs Director of Construction 223 3423 CO RD 74 ST. CLOUD, MN 56301 P.O. BOX 7190 ST. CLOUD, MN 56302 PHONE: 320.258.2005 Baxter⦁ Brooklyn Park ⦁ Litchfield⦁ Mahtomedi ⦁ Melrose ⦁ St. Cloud 877.FINKENS (346.5367) www.FINKENS.com Valint Construction Services October 23, 2025 Re: City of Corcoran Main Park Building Pricing Request #2 Plumbing Outdoor Water Cooler Below Ground Plumbing Rough In Only Price Includes Material Labor Local Permit Prevailing Wage Stage Submission by Engineer Materials $450.00 Labor $600.00 Total $1,050.00 Outdoor Water Cooler 1 Elkay LK4480BFGRY Outdoor Wall Mounted Drinking Fountain/Bottle Filler in Grey Added Drainage and Water Above Ground Price Includes Fixture Material Labor Local Permit Prevailing Wage Stage Submission by Engineer Materials $12,495.00 Labor $ 600.00 Total $13,095.00 PCCO #03 PCCO #06 224 3423 CO RD 74 ST. CLOUD, MN 56301 P.O. BOX 7190 ST. CLOUD, MN 56302 PHONE: 320.258.2005 Baxter⦁ Brooklyn Park ⦁ Litchfield⦁ Mahtomedi ⦁ Melrose ⦁ St. Cloud 877.FINKENS (346.5367) www.FINKENS.com Valint Construction Services- City of Corcoran Page 2- October 23, 2025 This AGREEMENT is made and entered between Finken, Inc. d/b/a Finken Plumbing, Heating and Cooling (“Sub- Contractor”) and Valint Construction Services (“Contractor”). Material is guaranteed to be as specified and above work to be performed in accordance with the drawings and specifications submitted for the above work and completed in a substantial workmanlike manner for the sum of: See Options above Options: Please circle above desired options Add $ Sign___________ Date____________ Term: This agreement shall be in effect for 30-days from above date until cancelled in writing by either party with a 60-day notice. At such time that this AGREEMENT is cancelled, all invoices will be due at termination. Model Home(s): Sub-Contractor will carry no more than 30% of the bid amount plus written orders at any time. Payment for any and all rough- in invoices will be due on or before the 10th of the month following the invoice month/date. Payment for invoices at the time of fixture order will also be due on or before the 10th of the month following the invoice month/date. Model Homes will be carried by Sub-Contractor for a period of no more than 90 days from the final day of work is completed by Sub- Contractor or the invoice date, whichever is earlier. Pre-sold Home(s): All invoices are due on or before the 10th of the month following the invoice month/date. Payment: Progress Invoice – billed monthly based on work completed. Balance due upon completion. Sub-Contractor will apply all payments from Contractor as indicated by the attached payment stub. Payment may be applied in a different manner if Sub-Contractor has evidence that the funding source required payment to a specific invoice. In this instance, payment will only be applied to the invoice(s) as detailed by the funding source. Mechanics Lien(s): This AGREEMENT and terms contained herein do not forfeit or void the right(s) of Sub-Contractor to file a Mechanics Lien or any other right as outlined in Minnesota State Statute 514. Judgment(s): Sub-Contractor may seek Judgment against Contractor and its Officers, Owners or Partners if payment is not received for an invoice after 120 days. Sub-Contractor may accelerate seeking Judgment in the event that payment becomes doubtful, or Contractor has sold the real property to which improvements were made by or materials supplied to. Other Collection: Sub-Contractor maintains the right to collect unpaid debt in any way allowable by Minnesota law. Finance Charges: Sub-Contractor charges all past due accounts a finance charge not less than 18% per annum. Any and all Finance Charges may be waived if prior written consent is given to Contractor by Sub-Contractor agreeing to do so. Written Orders: Any alteration or deviation from specification involving extra cost will be executed upon signed written orders submitted to the Sub-Contractor and will become an extra charge over and above the estimate, invoiced accordingly. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Prices subject to change. Price includes one rough in inspection and one final inspection. Any additional inspections will be charged to customer. All items to meet or exceed Minnesota Building Codes. Please sign and date pro acceptance of this contract. If you have any questions please feel free to contact us. Accepted By: __________________________________________ By: __________________________________________________ Mike Blaskowski & Tom Finken- Finken Plumbing, Heating & Cooling Date Created: October 23, 2025 Date: _________________________________________________ Address of Property: _________________________________________________________________________________________ Legal Address: _____________________________________________________________________________________________ 225 Estimate Date 11/6/2025 Estimate # 10498 Name / Address VALINT CONSTRUCTION SERVICES 3217 FIECHTNER DR. S SUITE E FARGO, ND 58103 Ship To CORCORAN PR 2 Casselton Lumber 52 Langer Ave S PO Box 369 Casselton, ND 58012 Salesperson RE Project Total Subtotal Sales Tax (8.51%) Description Qty Rate Total TREATED AG 2X6 8' 1 8.50 8.50T SPF 2X6X116-5/8 PRECUT STUD 24 10.15 243.60T #2 &BTR 2X6 8' 2 5.83 11.66T MISC HARDWARE NEEDED 60 1.00 60.00T DISCLAIMER - This estimate is designed solely to provide the customer with a rough estimate of material used in the given project. This estimate is based upon calculations provided by the customer and assumes typical construction techniques. Consequently, NO REPRESENTATION OR WARRANTY HAS BEEN MADE THAT THE ACTUAL AMOUNT OF MATERIALS WILL NOT VARY FROM THIS ESTIMATE. ESTIMATE ONLY VALID FOR 15 DAYS $351.31 $323.76 $27.55 226 1 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Proposal Request Project: City of Corcoran – Corcoran Community Park Building From Architect: Oertel Architects, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 General Contractor: Valint Construction Services 3550 38th Ave. S. Suite C Fargo, ND 58104 PR No.: 002 Date: September 29, 2025 Architect’s Project Number: 21-22 Description: Includes changes for Architectural and Mechanical work, see attached. Work includes furring out interior side of exterior wall assembly and adding Drinking Fountain / Bottle Filler and associated plumbing. Attachments: • Paulson & Clark Engineering PR-02 memo • M101 • M102 • A101 Issued by: Eric Werner – Oertel Architects, Ltd. 227 Date: September 29, 2025 Re: Mechanical Items for PR-02 Project: Corcoran Park Building Architect: Oertel Architects 1795 St. Clair Ave. St. Paul, MN 55105 MECHANICAL DRAWINGS Sheet M101 – UNDERGROUND PLUMBING PLAN 1. Drawing revised to include 2” underground waste to serve added drinking fountain/bottle filler. Sheet M102 – PLUMBING PLAN 1. Drawing revised to include 1/2” cold water and 2” vent to serve added drinking fountain/bottle filler. End of Mechanical PR 228 2"W UP TO 2"FD-1 2" 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 4" 4" 2" 4"W UP TO 4"FCO 2"W UP TO L-1 4" 4" SANITARY SERVICE BELOW GRADE, 43 DFU, INV. ELEV. = 96.00' (ESTIMATED FINISHED FLOOR ELEVATION = 100.00'), SLOPE PIPE 1/4" PER FOOT, SEE CIVIL FOR CONTINUATION 4" 4"W UP TO 4" BUILDING CLEANOUT 4"W UP TO 4"FCO 4"W UP TO 4"FCO 4"W UP TO 4"FCO 2"V UP TO MAIN LEVEL 2"W UP TO L-1 2" 2" 2"W UP TO 2"FD-1 2"W UP TO 2"FD-1 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 2"W UP TO EWC-1 2"W UP TO 2"FD-1 2"W UP TO L-1 2" 2"V UP TO MAIN LEVEL 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 3"W UP TO MS-1 4"2"W UP TO SK-2 2"W UP TO 2"TTFD 4" 4"W UP TO 4"FCO 2" 4" 2"W UP TO SK-1 SANTIZE SECTION 2"V UP TO MAIN LEVEL 3" 3"W UP TO 3"FD-2 2"W UP TO L-1 2" 2"V UP TO MAIN LEVEL 4"W UP TO 4"FCO 4"4" 2" 4" 4"W UP TO WC-1 4"4" 2"CW UP TO MAIN LEVEL 2" DOMESTIC WATER SERVICE BELOW GRADE, 124.5 SFU (75 GPM), SEE CIVIL FOR CONTINUATION AND BURY DEPTH 5' - 0" GAS SERVICE UP TO MAIN LEVEL GAS SERVICE BY UTILITY COMPANY 3" 3"W UP TO 3"FD-2 2" 2"V UP TO MAIN LEVEL G 2" 4"4" 4" 2"W UP TO SK-1 WASH AND RINSE SECTIONS GI-1 PROVIDE RISER EXTENSION AS NECESSARY TO INSTALL COVER FLUSH TO FINISHED FLOOR 3"2" 2"W UP TO 2"FD-1 COORDINATE LOCATION WITH UNDERFLOOR DUCTWORK 4"W UP TO 4"WCO 2"W UP TO DRINKING FOUNTAIN/BOTTLE FILLER 2" 2 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 05/01/2025 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N Signature Name License #Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G M101 UNDERGROUND PLUMBING PLAN TLW WFC 05/01/2025 1/4" = 1'-0"1 Plumbing Plan - Underground 1 0 8 / 0 8 / 2 5 P R # 1 2 0 9 / 2 9 / 2 5 P R # 2 229 101 MAIN GATHERING 106 STORAGE 107 SOGN RR 105 MECHANICAL- STORAGE 108 FAMILY SOGN RR 104 SOGN RR 102 VESTIBULE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR L-1 2"FD-1 WC-1 MS-1 SK-2 2"TTFD SK-1 3"FD-2 2"FD-1 WC-1 L-1 WC-1 L-1 2"FD-1 WC-1 L-1 2"FD-1 EWC-1 THIS STRUCTURE HAS A PITCHED ROOF AND UTILIZES EXTERIOR GUTTERS AND DOWNSPOUTS, THERE IS NO INTERIOR STORM DRAINAGE 4"VTR 2"2" 2" 2" 4"FCO 4"FCO 4"FCO 4"FCO 4"VTR 2"2"3" 2" 2" 2" 2" 2"4"FCO HB-1 HB-1 HB-1 2" WATER METER, COORDINATE MANUFACTURER MAKE AND MODEL WITH UTILITY COMPANY 2" DOMESTIC WATER SERVICE DOWN TO UNDERGROUND AMTROL ST-5C-DD THERMAL EXPANSION TANK WH-1 3/4" 3/4" 1/2"1 1/2" 1/2" 1 1/2" 1/2"3/4" HB-1 WH-1 3/4" 3/4" 1 1/2" 1/2" WHT-1 WS-1 4" HIGH CONCRETE HOUSEKEEPING PAD MAIN GAS SHUT OFF IN VERTICAL GAS METER BY UTILITY COMPANY, SIZED FOR 2 PSI WITH 1 PSI DROP, 2420 CFH FURN-1 FURN-2 3/4"G TO FURN-3 FURN-3 3/4"G TO FURN-1 3/4"G TO FURN-2 GAS SERVICE BY UTILITY COMPANY 3"FD-2 3" 1/2" 2" 3/4" 3/4" 3/4" 2" G G 3/4" 1" 1" ACCESSIBLE COVER FOR GI-1 INSTALLED FLUSH TO FINISHED FLOOR 4"FCO 2" 2"W DOWN TO GI-12"FD-1 IM-1 4" BUILDING CLEANOUT ADA DRINKING FOUNTAIN/BOTTLE FILLER, ELKAY MODEL LK4408BF OUTDOOR BOTTLE FILLING STATION WITH SINGLE FOUNTAIN 1/2" SHUT OFF VALVE WITH BLOWOUT CONNECTION 1/2" 3/4" PLUMBING GENERAL NOTES: A. Provide all equipment, piping, controls, components, specialties and accessories necessary for complete and fully functioning mechanical systems whether or not specifically shown on the drawings. Secure all permits and pay all fees in connection with the mechanical work. B. Provide timely and proper layout of mechanical equipment and systems. Coordinate mechanical work with work of other trades prior to ordering equipment, beginning system fabrication, and beginning installation. Keep all plumbing piping runs as high as possible. Maintain proper burial depths for all utility service piping. C. Coordinate all plumbing piping runs with building structure, ductwork and lights. Offset plumbing piping as required for a coordinated and proper system installation. Pitch sanitary and storm drainage piping at 1/4-inch per foot where possible and 1/8-inch per foot minimum unless indicated otherwise on the drawings or required by applicable codes. Where invert elevations are given, the piping shall pitch on an even grade between two given elevations. D. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. No piping shall be supported from other piping, ductwork or conduit. E. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. F. Provide sleeves for all piping penetrations of walls and floors. G. All plumbing piping shall be installed in accordance with the most current adopted Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. H. Work performed and materials used for the plumbing system shall comply with the standards set in the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. I. The domestic water piping system shall be disinfected in accordance with the requirements of the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. J. The plumbing system shall be tested in accordance with the requirements of the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. K. Plastic pipe must be furnished and installed in accordance with Minnesota state plumbing code requirements. Refer to Minnesota Plumbing Code, Chapter 4714. L. Joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement. Refer to Minnesota Plumbing Code, Chapter 4714. M. All solder and flux used for potable domestic water distribution systems shall contain less than 0.2 percent lead. Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable domestic water distribution systems. Any solder other than 95-5 tin-antimony or 96-4 tin-silver must be specifically approved by the governing administrative authority prior to use on this project. Refer to Minnesota Plumbing Code, Chapter 4714. N. Information indicated on the drawings regarding utility service pressures, locations, invert elevations, and materials, has been obtained from a representative of the utility at the time of design. Verify such information prior to fabricating and installing any components associated with utility connections and notify engineer of any deviation before beginning installation of the system. O. Refer also to the HVAC and lighting drawings for coordination and to the project mechanical specifications for further information and additional requirements. P. It is the responsibility of the contractor/installer to notify the Minnesota department of labor and industry when an installation is ready for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 05/01/2025 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G M102 PLUMBING PLAN TLW WFC 05/01/2025 1/4" = 1'-0"1 Plumbing Plan - Main Level 1 0 8 / 0 8 / 2 5 P R # 1 2 0 9 / 2 9 / 2 5 P R # 2 230 231 STAFF REPORT Agenda Item: 6.m Council Meeting: November 13, 2025 Prepared By: Matt Gottschalk, Director of Public Safety Topic: Police Records Managment JPA Amendment Action Required: Authorization Summary In June of 2023, the City Council authorized the City to enter a Data Storage Server Sharing and Governance Agreement with the other members of our Lake Minnetonka Area Consortium (LMAC) for our police department’s records management system (RMS). All member entities of the consortium joined except Hennepin County. The agreement was updated in September of 2023. Hennepin County has now elected to join the Data Storage Server Sharing and Governance Agreement. It is the City’s best interest that Hennepin County join the agreement as it allows the group to manage and migrate the data as necessary for maintenance and future projects. The attached amendment formalizes Hennepin County’s addition to the group and updates the authorized representative due to the previous authorized representative’s retirement. The original agreement and amendment were drafted by our City Attorney and vetted by participating agencies. Both documents are attached. Financial/Budget The original costs for the data migration and storage project were authorized in previous council action. The only costs associated with the execution of this amendment is staff time and the associated legal fees split between participating agencies. Options Authorize City representatives to sign the First Amendment To Data Storage Server Sharing and Governance Agreement. Recommendation Authorize City representatives to sign the First Amendment To Data Storage Server Sharing and Governance Agreement. Council Action Authorize City representatives to sign the First Amendment To Data Storage Server Sharing and Governance Agreement. Attachments 1. A2513004 LMAC Data Storage Server Sharing Governance Agreement executed.pdf 2. Data Storage Server Sharing Governance Agreement signed.pdf 232 FIRST AMENDMENT TO DATA STORAGE SERVER SHARING AND GOVERNANCE AGREEMENT This First Amendment to Data Storage Server Sharing and Governance Agreement (this is entered into by and among the following parties: A. Cities of Champlin, Corcoran, Dayton, Deephaven, Medina, Minnetrista, Osseo, Rogers, and Wayzata, each a Minnesota municipal corporation, on behalf of their respective Police/Public Safety Departments; and B. South Lake Minnetonka Police Department, and West Hennepin Public Safety Department, each a joint powers entity organized pursuant to Minnesota Statutes Section 417.59; and C. Three Rivers Park District, a local government unit organized pursuant to Minnesota Statutes Section 383B.703, on behalf of its Department of Public Safety; and D. The Regents of the University of Minnesota, a Minnesota constitutional corporation, on behalf of its Department of Public Safety; and E. Hennepin County, on behalf of the Hennepin Co The above-named parties may be collectively referred to herein as the or each This Agreement shall be effective as set forth herein. RECITALS WHEREAS, all of the above-listed parties, with the exception of Hennepin County, are currently parties to the Data Storage Server Sharing and Governance Agreement, dated November 9th, 2023 and last executed on November 29th, WHEREAS, subject to the approval of a majority of the current parties, the Agreement permits the joinder of additional parties by amendment to the Agreement; and WHEREAS, Hennepin County has requested to join the Agreement and be formally added as a party thereto; and WHEREAS, the current parties to the Agreement have reviewed the request via their nominated Governing Board and approved the addition of Hennepin County to the Agreement, subject to the terms set forth herein; and WHEREAS, the Parties concurrently desire to update certain additional terms of the Agreement, as set forth in this Amendment. NOW THEREFORE, the Parties agree as follows: TERMS 1) ADDITION OF HENNEPIN COUNTY: The current parties of the Agreement hereby approve the addition of Hennepin County, on behalf of 233 , as a Party to the Agreement. Hennepin County and the current parties hereby agree that Hennepin County shall be bound by all terms of the Agreement and shall possess rights equal to all other current parties pursuant thereto. 2) HENNEPIN COUNTY COSTS: Within thirty (30) days of full execution of this Amendment, Hennepin County shall pay $986. to the Authorized Representative proportional share of the Initial Party Amounts, as defined in the Agreement. Hennepin County shall be invoiced for and shall promptly pay its equal proportionate share of Hosting/On-going Support Costs which are incurred from the date of full execution of this Amendment. Hennepin County shall thereafter be responsible for all costs attributable to an individual Party, as set forth in the Agreement. 3) AMENDMENT TO DESIGNATION OF AUTHORIZED REPRESENTATIVE: Effective upon full execution of this Amendment, the Parties remove Brian Tholen as Authorized Representative, and nominate and empower the following Authorized Representative for purposes of managing contractor work: Chief Justin Ballsrud, South Lake Minnetonka Police Department 4) NOTICE: The Parties agree to delete Section 11 of the Agreement NOTICE: Agreement are: Champlin Police: Chief Glen Schneider 11955 Champlin Drive Champlin, MN 55316 Corcoran Police: Public Safety Director Matt Gottschalk 8200 County Road 116 Corcoran, MN 55340 Dayton Police: Chief Paul Enga 13700 Zanzibar Lane North Dayton, MN 55327 Deephaven: Chief Cory Johnson 20225 Cottagewood Road Deephaven, MN 55331 Hennepin County: Major Kristen Tomlinson 234 350 S 5th St. Rm 6 Minneapolis, MN 55415 Medina: Chief Jason Nelson 600 Clydesdale Trail Medina, MN 55340 Minnetrista Police: Public Safety Director Craig Squires 7701 County Road 110 West Minnetrista, MN 55364 Osseo Police: Chief Shane Mikkelson 415 Central Avenue Osseo, MN 55369 Rogers Police: Chief Dan Wills 21860 Industrial Court Rogers, MN 55374 South Lake Minnetonka Police: Chief Justin Ballsrud 24150 Smithtown Road Shorewood, MN 55331 Three Rivers Park Police: Chief Josh Foust 4301 County Road 24 Maple Plain, MN 55359 University of Minnesota Police: Chief Erik Swanson 511 SE Washington Ave #1 Minneapolis, MN 55455 Wayzata Police: Chief Jamie Baker 600 Rice Street East Wayzata, MN 55391 West Hennepin Public Safety: Public Safety Director Matt DuRose 1918 County Road 90 Independence, MN 55359 5) REMAINING TERMS UNAFFECTED: The Parties agree that this Amendment exclusively modifies the Agreement terms contemplated herein and all other terms of the Agreement remain unaltered and in full force and effect. 6) AUTHORIZATION CERTIFICATION: By endorsing this Amendment, each of the undersigned representatives represents and warranties that he/she is an authorized representative of the identified Party, and has 235 obtained any and all necessary authority to fully bind his/her entity to the terms of this Amendment. 7) SIGNATURES; COUNTERPARTS: The parties may sign this Amendment in counterparts, each of which constitutes an original, but all of which together constitute one instrument. The parties agree that the electronic signature of a party to this Amendment will be as valid as an original signature of such party and will be effective to bind such party to this Amendment. The parties further agree that any document, including this Amendment and any attachments or exhibits to this Amendment, containing, or to which there is affixed, an electronic signature will be deemed (a) to be and maintained in the ordinary course of business and an original written record when printed from electronic files. For purposes of the Amendment, then transmitted by any electronic means, including without limitation a faxed version of an original signature or an electronically scanned and failure to produce the original signature of any electronically transmitted signature will not affect the enforceability of this Amendment. 8) EFFECTIVE DATE: This Amendment is effective as of the latest date of the approval and execution of the Amendment by the Parties. [Signature pages to follow] 236 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Champlin Police: Signed: _________________________ Glen Schneider Its: Chief of Police Email: gschneider@ci.champlin.mn.us Signed: _________________________ Jenny Max Its: City Administrator Email: jmax@ci.champlin.mn.us Signed: _________________________ Ryan Sabas Its: Mayor Email: rsabas@ci.champlin.mn.us 237 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Corcoran Police: Signed: _________________________ Matt Gottschalk Its: Public Safety Director Email: mgottschalk@corcoranmn.gov 238 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Dayton Police: Signed: _________________________ Paul Enga Its: Chief of Police Email: penga@daytonpolice.org 239 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Deephaven Police: Signed: _________________________ Cory Johnson Its: Chief of Police Email: Coryj@deephavenpolice.com 240 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Hennepin County on behalf of the Signed: _________________________ Mike Bernard Its: Assistant County Attorney Email:mike.bernard@hennepin.us Signed: _________________________ Grace Helgerson Its: County Administration Clerk Email:grace.helgerson@hennepin.us Signed: _________________________ Jodi M. Wentland Its: County Administrator Email:jodi.wentland@hennepin.us 241 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Medina: Signed: _________________________ Jason Nelson Its: Public Safety Director Email: jason.nelson@medinamn.gov Signed: _________________________ Erin Barnhart Its: City Administrator Email: erin.barnhart@medinamn.gov Signed: _________________________ Todd Albers Its: Mayor Email: todd.albers@medinamn.gov 242 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Minnestrista: Signed: _________________________ Craig Squires Its: Director of Public Safety Email: csquires@ci.minnetrista.mn.us Signed: _________________________ Ann Meyerhoff Its: City Clerk Email: ameyerhoff@ci.minnetrista.mn.us Signed: _________________________ Lisa Whalen Its: Mayor Email: lwhalen@ci.minnetrista.mn.us 243 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Osseo: Signed: _________________________ Duane Poppe Its: Mayor Email: dpoppe@osseomn.gov Signed: _________________________ Natalie Santillo Its: City Clerk Email: nsantillo@osseomn.gov Signed: _________________________ Shane Mikkelson Its: City Administrator/Police Chief Email: smikkelson@osseomn.gov 244 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Rogers Police: Signed: _________________________ Shannon Klick Its: Mayor Email: sklick@rogersmn.gov Signed: _________________________ Dan Wills Its: Chief of Police Email: dwills@rogersmn.gov 245 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. South Lake Minnetonka Police: Signed: _________________________ Justin Ballsrud Its: Chief of Police Email: JBallsrud@Southlakepd.com 246 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Three Rivers Park Police: Signed: _________________________ Boe Carlson Its: Superintendent Email: boe.carlson@threeriversparks.org 247 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. University of Minnesota Police: Signed: _________________________ Erik Swanson Its: Chief of Police Email: Eswan@umn.edu 248 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Wayzata: Signed: _________________________ Jamie Baker Its: Chief of Police Email: jbaker@wayzatapd.org Signed: _________________________ Jeff Dahl Its: City Manager Email: jdahl@wayzata.org Signed: _________________________ Andrew Mullin Its: Mayor Email: amullin@wayzata.org 249 IN WITNESS WHEREOF, the Parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. West Hennepin Public Safety: Signed: _________________________ Matt DuRose Its: Director of Public Safety Email: mdurose@westhennepin.com Signed: _________________________ Brad Spencer Its: Police Commission Chair Email: bspencer@ci.independence.mn.us Signed: _________________________ Julie Maas-Kusske Its: Police Commission Vice-Chair Email: juliemaaskusske@mapleplainmn.gov 250 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 DATA STORAGE SERVER SHARING AND GOVERNANCE AGREEMENT This Data Storage Server Sharing and Governance Agreement (this “Agreement”) is made this 9th day of November, 2023, and is by and among the following parties: A. Cities of Champlin, Corcoran, Dayton, Deephaven, Medina, Minnetrista, Osseo, Rogers, and Wayzata, each a Minnesota municipal corporation, on behalf of their respective Police/Public Safety Departments; and B. South Lake Minnetonka Police Department, and West Hennepin Public Safety Department, each a joint powers entity organized pursuant to Minnesota Statutes Section 417.59; and C. Three Rivers Park District, a local government unit organized pursuant to Minnesota Statutes Section 383B.703, on behalf of its Department of Public Safety; and D. The Regents of the University of Minnesota, a Minnesota constitutional corporation, on behalf of its Department of Public Safety. The above-named parties may be collectively referred to herein as the “Parties” or each a “Party”. This Agreement shall be effective as of the date listed above. RECITALS WHEREAS, each of the Parties provides law enforcement services to certain (or multiple) public entity(ies) in the State of Minnesota; and WHEREAS, under individual licenses to the same data storage system, each party utilizes a records management system (an “RMS”) to process, organize, and refer to storage law enforcement data related to the provision of those services (such data is the “Party Data”); and WHEREAS, each Party currently engages a third-party contractor to store Party Data created and/or managed by each Party’s RMS; and WHEREAS, prior to 2012, several Parties created a joint powers entity known as the Lake Minnetonka Area Consortium (“LMAC”) to facilitate data sharing and storage among those Parties for investigative purposes; and WHEREAS, starting in 2012, one-by-one, other agencies joined the LMAC, for the same purpose; and WHEREAS, Minnesota Statues Section 471.59 authorizes two or more governmental units to jointly or cooperatively exercise any power common to the contracting governmental units; and 251 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 WHEREAS, the Parties desire to collaborate to establish and implement a shared local data storage site to house existing and future Party Data created by each Party’s RMS; and WHEREAS, the Parties further desire to collaborate in securing and funding professional services necessary to design, develop, and implement the migration of Party Data from a third- party storage location to the newly-established local storage site; and WHEREAS, all Parties agree that sharing the costs of establishing and implementing this local storage site, as well as the costs of migration of the data allows for significant costs savings for all involved Parties; and WHEREAS, all Parties therefore agree to share in the costs of establishing the data storage site and migrating Party Data thereto, as outlined in the terms of this Agreement. NOW THEREFORE, the Parties agree as follows: TERMS 1) PURPOSE: The purpose of this Agreement is to cooperatively coordinate efforts and share costs to develop and implement a local, legally compliant data storage location and to engage services to migrate stored Party Data to that location, and thereafter maintain currently-existing and later-created data in compliance with all FBI and CJIS security requirements. 2) AUTHORIZED REPRESENTATIVE: The Parties nominate and empower the following authorized representative for purposes of managing contractor work: Brian Tholen, Chief of Police (the “Authorized Representative”) South Lake Minnetonka Police Department 24150 Smithtown Road Shorewood, Minnesota 55331 The Authorized Representative shall serve in the role unless and until a different authorized representative is appointed by the Governing Board, as defined in Section 3. The Authorized Representative shall be empowered to facilitate the contracted work contemplated herein and shall oversee contractors' compliance with the same on behalf of the Parties. The Authorized Representative shall pay all contractor invoices and collect reimbursement from the Parties, as contemplated herein. 3) PARTY GOVERNING BOARD: The Parties hereby establish a Governing Board to oversee the implementation of the terms herein. The Governing Board shall consist of the Chief Law Enforcement Officer of each Party or his/her designee. The Governing Board shall meet on a regular basis, on the dates and times, and at a location agreed upon by the Parties. Notice for each meeting of the Governing Board shall be given in compliance with Minnesota Statutes Section 13D.04. The presence of a simple majority of the Governing Board shall constitute a quorum. Each Governing Board representative shall have one equal vote on all matters decided by the Governing Board. Unless a 252 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 different threshold is specifically identified herein for a particular decision, decisions shall be determined by a majority of the Governing Board present and voting on a particular topic, provided a quorum of the Governing Board is present. All issues involving this Agreement shall be reviewed and resolved by the Governing Board whenever possible. The Governing Board may also review the terms and conditions of this Agreement and make recommendations to the Parties’ governing bodies concerning amendments to this Agreement. The Governing Board shall select a Chairperson and rotate that position annually among the Parties. The Chairperson shall be the contact person for all Parties, and shall preside at meetings of the Governing Body to ensure good order and decorum. The Governing Board shall select a Vice- Chairperson, who shall preside at meetings in the Chairperson’s absence, and rotate that position annually among the Parties. The Governing Board shall obtain and maintain liability insurance in amounts not less than the statutory limits established under the Municipal Tort Claims Act, Minnesota Statutes Chapter 466 (“Chapter 466”) and may obtain other insurance it deems necessary to insure the actions of the Governing Board and the obligations of this Agreement including, without limitation, the indemnification obligations contained herein. The Parties’ respective liabilities shall be governed by the provisions of Chapter 466 and nothing in this Agreement constitutes a waiver by any Party of any statutory or common law defense, immunity, or limit on liability provided for by applicable law. In no event shall the statutory limits provided for in Chapter 466 be aggregated to make each Party liable beyond the statutory limits. For the purposes of determining total liability for damages, Parties shall be considered a single governmental unit as provided in Minnesota Statutes Section 471.59, subd. 1a(b). 4) INITIAL COSTS: The procurement contemplated by this Agreement is limited to the acquisition of such hardware, software, and professional services as are needed for local data storage considerations for existing Party Data. Each Party shall continue to be responsible for its own RMS costs and any individual costs associated with altering the designated hosting location to which RMS data will be fed. In addition to the storage procurement, the Parties, through the Authorized Representative, will engage GTEL Advisors, LLC for consultant services related to the proper design and establishment of the data storage site, and will engage Morris Electronics, Inc. to consult and assist in the procurement, installation, and maintenance of the appropriate hardware for the same. GTEL Advisors, LLC shall also assist in the technical aspects of migrating Party Data from the existing storage location to the selected new local storage location. GTEL Advisors, LLC and Morris Electronics, Inc. are collectively referred to herein as the “Contractors”. The Authorized Representative shall pay all contractor invoices for all services rendered pursuant to this Agreement and then invoice the Parties equally for such costs. Parties shall pay such invoices promptly to the Authorized Representative and not later than thirty (30) days after receipt of the same. The initial costs are estimated to be one hundred and fifteen thousand dollars ($115,000), which the Parties hereby agree to pay equally (“Initial Party Amounts”). 253 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 Prior to the initiation of a hardware acquisition above the Initial Party Amounts the Authorized Representative shall obtain the approval of the Governing Board of said purchase. The Authorized Representative is authorized to make reasonable hardware purchases recommended by the Contractors and related to the purpose of this Agreement which are valued at less than $10,000 in total, which shall be split equally amongst the Parties. These additional hardware purchases shall be considered part of the Initial Party Amounts. The Authorized Representative shall ensure that Contractors comply with the Minnesota Uniform Municipal Contracting Law, Minnesota Statutes Section 471.345 (“Contracting Law”), for any purchases made pursuant to this Agreement. 5) HOSTING/ON-GOING SUPPORT COSTS: South Lake Minnetonka Police Department agrees to provide a secure location for the housing of necessary data storage equipment, at no cost to the Parties. Hosting and on-going support services will be acquired from one or both of the Contractors or from a separate contractor selected in conformance with the Contracting Law. The Authorized Representative shall be responsible for coordinating and contracting with the contractor for the hosting and on- going support services. Final contractor selection must be consented to by the Governing Board. The contractor selected for hosting duties shall be responsible for maintaining all Party Data in compliance with all applicable data management standards, including FBI and CJIS security requirements. The nominated contractor(s) selected to provide these services shall also forecast funding needs for hosting services, end-of- service-life replacements, standard maintenance and repairs, and anticipated upgrades during the Initial Term of this Agreement as defined below, as well as decommissioning costs (collectively “Hosting/On-Going Support Costs"). These anticipated costs shall be shared among the Parties to facilitate reasonable budgeting and such amounts may need to be approved by a Party’s governing body. The Authorized Representative shall pay all invoices for hosting and on-going support services and invoice the Parties in equal shares for said costs. Each Party is responsible to budget for all Hosting/On-Going Support Costs. 6) NEW PARTIES: If another law enforcement agency or government entity that is not a party to this Agreement wishes to become a Party (that agency or entity a “Joining Agency”), the Joining Agency may request that it be added as a party to this Agreement or request that the Agreement be otherwise amended to accommodate the needs of the Joining Agency. This request shall be subject to the approval of a majority of the then current Parties of this Agreement. The parties shall then execute an amendment to this Agreement that adds the new governmental entity as a party to this Agreement, and sets forth the particular terms of that collaboration. 7) TERM AND PARTY WITHDRAWAL: This Agreement shall terminate on the tenth anniversary of the effective date set forth on page one (the “Initial Term”), unless extended by separate agreement of the then remaining Parties. The Agreement may be terminated earlier only as follows: a. Immediate termination may occur upon the unanimous agreement of all then remaining Parties; or 254 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 b. Early termination may occur upon a ¾ majority vote of the then remaining Parties, however, such termination shall not take effect for at least one (1) year after notice of that decision has been provided to all remaining Parties. Parties may withdraw from this Agreement prior to termination as set forth above upon the provision of three (3) years’ notice provided to the Chairperson of the Governing Board, who shall communicate such notice to the Authorized Representative and the Governing Board. Withdrawing Parties shall be responsible for the withdrawal fee related to the anticipated Hosting/Ongoing Support Costs, as described below in this Section 7. The withdrawal fee for each Party shall be comprised of each Party’s share of the Initial Party Amount and the estimated remaining Hosting/Ongoing Support Costs from the date of withdrawal until the tenth anniversary of the effective date set forth on page one. Withdrawing Parties shall pay this withdrawal fee no later than thirty (30) days prior to the effective date of the withdrawal unless the withdrawing Party and Governing Board agree to continue payments and billing in accordance with Section 5. Withdrawing Parties shall be entitled to a copy of their Party Data which has been or will be stored pursuant to this Agreement or any successor agreement upon payment of the withdrawal fee. A Withdrawing Party shall be responsible for all data migration costs and/or conversion costs, if any, to ensure secure transfer to and compatibility with the Withdrawing Party’s RMS platform. However, a withdrawing Party shall not be entitled to removal or immediate deletion of their embedded and stored data. The Parties agree that Party Data shall be stored, maintained and protected pursuant to this Agreement and applicable law, at all times, when housed at a storage site established pursuant to this Agreement. A withdrawing Party may request that the Party’s data be deleted when feasible, but the remaining Parties shall have no obligation to complete the deletion until the servers on the storage site(s) are decommissioned. Parties which withdraw from this Agreement are not entitled to any property, or assets purchased pursuant to this Agreement. Upon the termination of this Agreement, the remaining Parties shall properly decommission any and all data storage sites established pursuant to this Agreement and take all necessary steps to permanently secure or delete all stored data, in compliance with all applicable law. Any purchased infrastructure may be sold after full and proper decommissioning and removal or deletion of Party Data and any value therefore may be used to offset the costs of decommissioning the site. In the event a positive balance of funds is held by the remaining Parties after decommissioning is complete, the Governing Board shall disburse the funds proportionally based on total contribution, including Initial Party Amounts and Hosting/On-Going Support Costs, of all current and former Parties. 8) INDEMNIFICATION: Each Party shall hold harmless, defend and indemnify all other Parties; their officials, employees and agents, from and against any and all claims, losses, liabilities, damages attributable to the indemnifying Party (collectively “Claims”). This obligation shall include, without limitation, costs and expenses (including defense, settlement, and reasonable attorneys’ fees) for Claims as a result of any damages 255 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 arising from or related to data storage on the contemplated servers. This obligation shall survive termination of or withdrawal from this Agreement. Upon a compliant withdrawal of a Party from this Agreement, the remaining Parties agree to hold harmless, defend and indemnify the withdrawing Party from any Claims related to improper storage of the withdrawing Party’s data which remains on the servers established pursuant to this Agreement. All obligations of this Section 8 shall be subject to the liability limitations set forth in Chapter 466 and in no event shall the statutory limits provided for in Chapter 466 be aggregated to make each Party liable beyond the statutory limits. Nothing in this Section 8 is meant to contradict the single-entity liability limit noted in Section 3. 9) DATA PRACTICES: All data collected, created, received, maintained or disseminated for any purpose by the activities of the Parties with respect to this Agreement, shall be governed by the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, as amended (“MGDPA”). All records related to this Agreement kept by the Parties shall be subject to examination by the representatives of each Party as provided in the MGDPA. However, the Authorized Representative/South Lake Minnetonka Police Department shall not be responsible for responding to data requests for information that is available from the Parties or a single Party. 10) AUDITS: Pursuant to Minnesota Statutes Section 16C.05, subd. 5, any books, records, documents, and accounting procedures and practices of the Parties relevant to this Agreement are subject to examination by the Legislative Auditor or the State Auditor, as appropriate. The Parties shall maintain these for accessibility per the MGDPA guidelines. 11) NOTICE: The Parties’ agents for purposes of administration of this Agreement are: Champlin Police: Chief Glen Schneider 11955 Champlin Drive Champlin, Mn 55316 Corcoran Police: Director of Public Safety Matt Gottschalk 8200 County Road 116 Corcoran, MN 55340 Dayton Police: Chief Paul Enga 13700 Zanzibar Lane North Dayton, MN 55327 Deephaven: Chief Cory Johnson 20225 Cottagewood Road Deephaven, MN 55331 256 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 Medina Police: Chief Jason Nelson 600 Clydesdale Trail Medina, MN 55340 Minnetrista Police: Public Safety Director Paul Falls 7701 County Road 110 West Minnetrista, MN 55364 Osseo Police: Chief Shane Mikkelson 415 Central Avenue Osseo, MN 55369 Rogers Police: Chief Dan Wills 21860 Industrial Court Roger, MN 55374 South Lake Minnetonka Police: Chief Brian Tholen 24150 Smithtown Road Shorewood, MN 55331 Three Rivers Park Police: Chief Josh Foust 4301 County Road 24 Maple Plain, MN 55359 University of Minnesota Police: Chief Matt Clark 511 SE Washington Ave #1 Minneapolis, MN 55455 Wayzata Police: Chief Marc Schultz 600 Rice Street East Wayzata, MN 55391 West Hennepin Public Safety: Public Safety Director Gary Kroells 1918 County Road 90 Independence, MN 55359 12) APPLICABLE LAW: The execution, interpretation and performance of this Agreement shall be controlled and governed by the laws of the State of Minnesota. 13) ENTIRE AGREEMENT; AMENDMENTS: This Agreement constitutes the entire Agreement between the Parties, and no other agreement prior to or contemporaneous with this Agreement shall be effective, except as expressly set forth or incorporated herein, including the agreement of the LMAC. Any purported amendment to this Agreement is not effective unless it is in writing and executed by all Parties. 257 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 14) WAIVER: One or more waivers by any Party of any provision, term, condition or covenant of this Agreement shall not be construed by the other Parties as a waiver of a subsequent breach of the same by the other Parties. 15) SEVERABILITY: Should any part or portion of this Agreement be held invalid or unenforceable, the remaining provisions shall be valid and binding upon the Parties unless such invalidity or non-enforceability would cause the Agreement to fail its purpose. 16) AUTHORIZATION CERTIFICATION: By endorsing this Agreement, each of the undersigned representatives represents and warranties that he/she is an authorized representative of the identified Party, and has obtained any and all necessary authority to fully bind his/her entity to the terms of this Agreement. 17) SIGNATURES; COUNTERPARTS: The parties may sign this Agreement in counterparts, each of which constitutes an original, but all of which together constitute one instrument. The parties agree that the electronic signature of a party to this Agreement will be as valid as an original signature of such party and will be effective to bind such party to this Agreement. The parties further agree that any document, including this Agreement and any attachments or exhibits to this Agreement, containing, or to which there is affixed, an electronic signature will be deemed (a) to be “written” or “in writing,” (b) to have been signed and (c) to constitute a record established and maintained in the ordinary course of business and an original written record when printed from electronic files. For purposes of the Agreement, “electronic signature” also means a manually signed original signature that is then transmitted by any electronic means, including without limitation a faxed version of an original signature or an electronically scanned and transmitted version (e.g., via PDF) of an original signature. Any party’s failure to produce the original signature of any electronically transmitted signature will not affect the enforceability of this Agreement. 18) EFFECTIVE DATE: This Agreement is effective as of the latest date of the approval and execution of the Agreement by the Parties. [Signature pages to follow] 258 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Champlin Police: Signed: ________________________ Glen Schneider Its: Chief of Police Email: gschneider@ci.champlin.mn.us Signed: ________________________ Bret Heitkamp Its: City Administrator Email: bheitkamp@ci.champlin.mn.us Signed: ________________________ Ryan Sabas Its: Mayor Email: rsabas@ci.champlin.mn.us IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Corcoran Police: Signed: ________________________ Matt Gottschalk Its: Interim City Administrator/Director of Public Safety Email: mgottschalk@corcoranmn.gov 259 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Dayton Police: Signed: ________________________ Paul Enga Its: Chief of Police Email: penga@daytonpolice.org IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Deephaven: Signed: ________________________ Cory Johnson Its: Chief of Police Email: Coryj@deephavenpolice.com IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Medina: Signed: ________________________ Kathleen Martin Its: Mayor Email: kathleen.martin@medinamn.gov Signed: ________________________ Scott Johnson Its: City Administrator Email: scott.johnson@medinamn.gov 260 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Minnetrista: Signed: ________________________ Lisa Whalen Its: Mayor Email:lwhalen@ci.minnetrista.mn.us Signed: ________________________ Ann Meyerhoff Its: City Clerk Email:ameyerhoff@ci.minnetrista.mn.us IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Osseo: Signed: ________________________ Duane Poppe Its: Mayor Email: dpoppe@ci.osseo.mn.us Signed: ________________________ Riley Grams Its: City Administrator Email: Rgrams@ci.osseo.mn.us Signed: ________________________ Katrina Jones Its: City Clerk Email: kjones@ci.osseo.mn.us 261 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Rogers: Signed: ________________________ Rick Ihli Its: Mayor Email: rihli@rogersmn.gov Signed: ________________________ Dan Wills Its: Chief of Police Email:dwills@rogersmn.gov IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. South Lake Minnetonka Police: Signed: Brian Tholen Its: Chief of Police Email: Btholen@Southlakepd.com IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. Three Rivers Park Police: Signed: ________________________ Boe Carlson Its: Superintendent Email: boe.carlson@threeriversparks.org 262 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. University of Minnesota Police: Signed: ________________________ Matt Clark Its: Chief of Police Email: mclarkpd@umn.edu IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. City of Wayzata: Signed: ________________________ Johanna Mouton Its: Mayor Email: johannamccarthy@wayzata.org Signed: ________________________ Print: Jeff Dahl Its: City Manager Email: jdahl@wayzata.org Signed: ________________________ Marc Schultz Its: Chief of Police Email: mschultz@wayzata.org 263 CK #226986v4 (07/11/2023) DOCSOPEN\SS115\1\882690.v5-8/9/23 IN WITNESS WHEREOF, the Party parties of this Agreement, by their respective duly authorized officers, have caused this Agreement to be duly executed on the date and year written below, intending to be bound thereby. West Hennepin Public Safety: Signed: ________________________ Mayor Marvin Johnson Its: WHPS Commission Chair Email: mjohnson@ci.independence.mn.us Signed: ________________________ Mayor Julie Maas-Kusske Its: WHPS Commission Vice-Chair Email: juliemaaskusske@mapleplain.com Signed: ________________________ Gary Kroells Its: Chief _____________ Email: GKroells@westhennepin.com 264 265 266 267 268 269 270 271 STAFF REPORT Agenda Item: 6.n Council Meeting: November 13, 2025 Prepared By: Darren Bohlsen, Topic: MN Chiefs Foundation Community Partnership Grant for 2026 Corcoran Police Citizen Academy Action Required: Approval Summary The Corcoran Police Department seeks to enhance community engagement through meaningful and organized interactions between police department staff and residents. Staff identified the MN Chiefs Foundation Community partnership Grant as a funding opportunity to support initiatives aimed at strengthening police-community relationships. A grant application for $2,500 was submitted to fund a 2026 Corcoran Police Citizen Academy. The City of Corcoran was notified that it had been selected to receive 80% funding for this initiative, for the amount of $2,000. Financial/Budget $2000 (MN Chiefs Foundation Community Partnerships Grant) Fully covered by grant funding Options 1. Consider a motion to authorize the acceptance of the $2,000 MN Chiefs Foundation Community Partnership Grant to start the 2026 Corcoran Police Citizens Academy, resolution 2025-107 Recommendation Consider a motion to authorize acceptance for the $2,000 MN Chiefs Foundation Community Partnership Grant award for the 2026 Corcoran Police Citizen Academy, resolution 2025-107. Council Action Consider a motion to authorize acceptance for the $2,000 MN Chiefs Foundation Community Partnership Grant for the 2026 Corcoran Police Citizen Academy, resolution 2025-107. Attachments 1. Community Partnerships Grant Letter.pdf 2. Resolution 2025-107 Accepting MN Chiefs of Police Foundation Donation.pdf 272 27 3 City of Corcoran November 5, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-107 Motion By: Seconded By: A RESOLUTION ACCEPTING THE MINNESOTA CHIEFS OF POLICE FOUNDATION DONATION WHEREAS, the City of Corcoran supports the efforts of the Minnesota Chiefs of Police Foundation; and WHEREAS, the Minnesota Chiefs of Police Foundation made a financial donation to the City of Corcoran Police Department in the amount of $2,000.00 for the Corcoran Police Department Citizen Academy; WHEREAS, The City Council finds that it is appropriate to accept the donation as offered for the benefit of the Corcoran Police Department Citizen Academy, the City of Corcoran, and residents; NOW THEREFORE BE IT RESOLVED, the City Council of the City of Corcoran acknowledges the generosity of the Minnesota Chiefs of Police Foundation and graciously accepts the donation. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November 2025. ________________________________ Tom McKee – Mayor ATTEST: ___________________________________ Debra Johnson – City Clerk City Seal 274 STAFF REPORT Agenda Item: 6.o Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Resolution 2025-109 Transfer from Water and Sewer Funds to Fund 312 (2016A Downtown Approval) Action Required: Approval Summary When the 2016A Downtown Improvement bonds were initially assumed, they were intended to be supported by special assessments. The then current City Council opted to not impose special assessments for the Downtown Sewer and Water Improvements project. This action resulted in a shortfall to Fund 312. The attached resolution proposes to eliminate the Fund 312 deficit of $903,428 through a one-time transfer of funds from the available balances in the Water Fund (Fund 601) and Sewer Fund (Fund 602). Financial/Budget See attached Resolution 2025-109. Options Approve Resolution 2025-109 Transfer from Sewer and Water Funds to Fund 312 (2016A Downtown Improvement) Deny Resolution 2025-109 Transfer from Sewer and Water Funds to Fund 312 (2016A Downtown Improvement) Recommendation Approve Resolution 2025-109 Transfer from Sewer and Water Funds to Fund 312 (2016A Downtown Improvement) Council Action Approval Attachments 1. Resolution 2025-109.doc 275 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-109 Page 1 of 2 Motion By: Seconded By: A RESOLUTION approving 2025 transfer from Water and Sewer Funds to Fund 312 (2016A Downtown Improvement) WHEREAS, City Management and the City Council of the City of Corcoran have determined that Fund 312 (2016A Downtown Improvement) has an existing fund deficit resulting from the City’s prior decision not to pursue special assessments as originally described in the 2016A bond documents; and WHEREAS, the 2016A Downtown Improvement Bonds were intended to be partially supported by special assessments, and the absence of such assessments has created a shortfall in Fund 312. The deficit is anticipated to grow as remaining debt service payments are made; and WHEREAS, in order to maintain compliance with the 2016A bond agreement and ensure proper financial reporting and fund balance management, the City must eliminate the existing deficit in Fund; and WHEREAS, City Management and the City Council have reviewed available balances in the City’s Water Fund (Fund 601) and Sewer Fund (Fund 602) and determined that sufficient resources exist in these funds to support the transfer without negatively impacting ongoing operations or planned capital improvements; and WHEREAS, the total amount to be transferred to Fund 312 (2016A Downtown Improvement) shall be $903,428. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Corcoran hereby approves the following: A one-time transfer from Fund 601 (Water) in the amount of $250,000, and Fund 602 (Sewer) in the amount of $653,428, to Fund 312 (2016A Downtown Improvement) to eliminate the existing fund deficit and maintain compliance with the 2016A bond agreement. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 13th day of November, 2025. 276 City of Corcoran November 13, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-109 Page 2 of 2 ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 277 STAFF REPORT Agenda Item: 6.p Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions - Acceptance of Public Improvements Action Required: Direction Summary The developer has completed all outstanding items related to the Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions except for the final reconciliation of their escrow account. Staff recommends that Council approve a conditional acceptance of public improvements each listed addition. Financial/Budget Upon receipt of the escrow, the development will advance to the warranty period of the contract process. Options 1 - Approve a conditional acceptance of public improvements for Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions. 2 - Provide staff alternative direction. 3 - Decline. Recommendation Approve a conditional acceptance of public improvements for Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions. Council Action Consider a motion to approve a conditional acceptance of public improvements for Ravinia 2nd, 4th, 6th, 7th, 8th, 10th, 11th, 12th, 14th, & 15th Additions. Attachments 1. 2025-11-13 Final Acceptance of Public Improvements_most phases.pdf 278 279 280 STAFF REPORT Agenda Item: 6.q Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Joe Pavey, Utilities Superintendent Topic: Utility Facility - Access & Camera Proposals (MOVED to 11/25) Action Required: Approval Summary This item has been moved to 11/25. Council Action 281 STAFF REPORT Agenda Item: 6.r Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: 2026 Preliminary Sewer and Water Enterprise Budgets Action Required: Direction Summary See attached memo from Abdo Financial Solutions, LLC. Financial/Budget See attached memo from Abdo Financial Solutions, LLC. Options Review preliminary budgets and provide staff feedback. Recommendation Review preliminary budgets and provide staff feedback. Council Action Review preliminary budgets and provide staff feedback. Attachments 1. Corcoran budget memo 11.07.25 updated.pdf 282 BUDGET MEMO TO: CITY ADMINISTRATOR FROM: ABDO FINANCIAL SOLUTIONS, LLC SUBJECT: CITY COUNCIL 2026 PRELIMINARY ENTERPRISE BUDGET DATE: 11/13/2025 Introduction Upon your request, we have summarized some of the key items for consideration in this years’ budget to Council. Budget Format Key items in this year’s budget:  All employees are projected to receive a COLA increase of 3.5% and eligible employees will receive a step increase.  Projected growth rate at 225 units annually.  Trunk Line Area Charges (TLAC) are projected in 2026. The reduction reflects a lower number of developable acres anticipated in 2026 compared to prior year. The 2026 budget includes an estimated 17 acres in SE Corcoran and 38 acres in NE Corcoran. TLAC rates were adjusted by 3% for inflation; however, the smaller number of acres expected to develop results in a net revenue decrease from prior year. 283 Budget Summary  Operational: o Water fund is expected to have an excess $275,131 revenues over expenditures in the proposed 2026 budget o Sewer fund is expected to have an excess $514,160 revenues over expenditures in the proposed 2026 budget  Non-Operational: o This category includes depreciation expense. This is an adjustment completed that has no cash bearing on the budget. Attachments:  Detailed water and sewer fund budget report Actual Budget YTD Budget Amount 2024 2025 9.30.25 2026 Change WATER Beginning Fund Balance 6,714,938$ 11,538,729$ 11,538,729$ 13,508,464$ -$ Revenues 6,790,652 4,639,740 3,573,036 3,290,500 (1,349,240) Operational Expenses Expenditures 1,812,306 2,751,017 1,487,384 3,015,369 264,352 Excess Revenues before non-operational expenditures 4,978,346$ 1,888,723$ 2,085,652$ 275,131$ (1,613,592)$ Non-Operational Expenditures 154,552 375,000 115,917 375,000 - Excess Revenue after non-operational expenditures 4,823,794$ 1,513,723$ 1,969,735$ (99,869)$ (1,613,592)$ Ending Fund Balance 11,538,732$ 13,052,452$ 13,508,464$ 13,408,595$ - SEWER Beginning Fund Balance 7,218,692$ 8,250,430$ 8,250,430$ 8,561,854$ -$ Revenues 1,903,190 2,146,600 1,221,271 1,775,144 (371,456) Operational Expenses Expenditures 660,601 1,246,797 751,708 1,260,984 14,187 Excess Revenues before non-operational expenditures 1,242,589$ 899,803$ 469,563$ 514,160$ (385,643)$ Non-Operational Expenditures 210,852 209,000 158,139 215,000 6,000 Excess Revenue after non-operational expenditures 1,031,737$ 690,803$ 311,424$ 299,160$ (391,643)$ Ending Fund Balance 8,250,429$ 8,941,233$ 8,561,854$ 8,861,014$ - 284 11/06/2025 BUDGET REPORT FOR CITY OF CORCORAN Calculations as of 09/30/2025 2024 2025 2025 2026 ACTIVITY AMENDED ACTIVITY DEPT REQUESTED GL NUMBER DESCRIPTION BUDGET THRU 09/30/25 BUDGET Fund 601 - WATER BEGINNING FUND BALANCE 6,714,938 11,538,729 11,538,729 13,508,464 Revenues: 601-00000-33100 FEDERAL GRANT 3,000,000 601-00000-36100 SPECIAL ASSESSMENTS 18,772 601-00000-36200 MISCELLANEOUS REVENUES 187 601-00000-36210 INTEREST EARNINGS 1,058,830 15,000 111,693 25,000 601-00000-36232 DEVELOPER CONTRIBUTION 42,800 601-00000-36400 REFUNDS/REIMBURSEMENTS 601-00000-37101 WATER METERS 156,687 115,500 102,150 132,000 601-00000-37102 BULK WATER SALES 6,711 500 464 500 601-00000-37110 WATER RESIDENTIAL USAGE 715,694 828,000 668,796 854,000 601-00000-37120 WATER MULTI-RESIDENTAL USAGE 26,600 26,600 601-00000-37130 WATER COMMERCIAL/INDUSTRIAL 29,617 33,800 20,837 36,000 601-00000-37150 WATER RECONNECT/DISCONNECT FEE 601-00000-37155 MAPLE GROVE CONNECTION 601-00000-37160 WATER PENALTY 2,982 100 4,148 4,000 601-00000-37170 WATER CONNECTION CHARGE 461,035 411,840 348,511 282,800 601-00000-37180 WATER TRUNK CHARGES (TLAC)1,258,273 3,208,400 2,297,478 1,929,600 601-00000-39201 TRANSFER FROM GENERAL FUND 601-00000-39700 CAPITAL CONTRIBUTIONS GOV ACT 58,023 Total Revenues 6,790,652 4,639,740 3,573,036 3,290,500 Operating Expenditures: 601-47000-50620 FISCAL AGENT FEE 300 601-49400-50101 FULL-TIME EMPLOYEES - REGULAR 153,770 102,521 218,498 285 601-49400-50102 FULL-TIME EMPLOYEES - OVERTIME 1,935 12,500 601-49400-50111 PART-TIME EMPLOYEES - REGULAR 3,998 601-49400-50121 PERA 11,533 7,834 16,688 601-49400-50122 FICA 9,534 6,252 13,795 601-49400-50126 MEDICARE 2,230 1,462 3,227 601-49400-50127 MN PAID LEAVE 924 601-49400-50130 EMPLOYER PAID INSURANCE 29,379 16,447 39,532 601-49400-50200 OFFICE SUPPLIES 147 5,000 5,549 3,000 601-49400-50207 TRAINING AND INSTRUCTIONAL SUPPLIES 2,011 4,500 783 5,000 601-49400-50210 OPERATING SUPPLIES 104,648 10,000 31,901 60,000 601-49400-50212 MOTOR FUELS 5,000 601-49400-50216 CHEMICALS 25,000 601-49400-50220 REPAIR AND MAINTENANCE SUPPLIES 2,687 25,000 6,896 40,000 601-49400-50227 UTILITY SYSTEM MAINTENANCE SUPPLIES 35,569 100,000 117,376 120,000 601-49400-50300 PROFESSIONAL SERVICES 18,722 60,000 52,620 35,000 601-49400-50303 ENGINEERING FEES 35,096 10,000 14,787 10,000 601-49400-50304 LEGAL FEES 1,013 5,000 5,000 601-49400-50306 INSPECTIONS 7,548 50,000 7,160 10,000 601-49400-50307 PERSONNEL ADMINISTRATION 750 1,500 375 2,250 601-49400-50308 SOFTWARE 7,035 601-49400-50310 OTHER PROFESSIONAL SERVICES 201 52,000 30,024 39,404 601-49400-50311 WATER PURCHASED 369,879 330,000 131,992 455,000 601-49400-50313 UTILITY LOCATES 8,500 601-49400-50321 TELEPHONE 2,500 601-49400-50322 POSTAGE 13,800 1,812 3,000 601-49400-50350 GENERAL NOTICES AND PUB INFO 500 500 601-49400-50360 INSURANCE 1,500 1,500 601-49400-50365 WORKER'S COMPENSATION INSURANCE 1,051 6,243 692 5,397 601-49400-50380 UTILITY SERVICES 1,114 1,500 4,314 15,000 601-49400-50381 ELECTRIC UTILITIES 1,165 500 7,613 60,000 601-49400-50400 REPAIR AND MAINTENANCE - CONTRACT (223)1,500 105 1,500 601-49400-50401 REPAIR AND MAINTENANCE - BUILDING 50,000 601-49400-50403 REPAIR AND MAINTENANCE - VEHICLE 7,500 601-49400-50413 OFFICE EQUIPMENT RENTAL 568 500 432 500 286 601-49400-50417 UNIFORMS 4,000 601-49400-50430 MISCELLANEOUS EXPENSE 6,793 601-49400-50432 CREDIT CARD FEES 10,443 10,000 6,993 12,500 601-49400-50433 DUES AND MEMBERSHIPS 605 1,500 904 1,500 601-49400-50600 DEBT SERVICE PRINICPAL 551,600 578,800 601-49400-50610 DEBT SERVICE INTEREST 927,522 926,185 921,512 898,081 601-49400-50611 BOND ISSUANCE COSTS 601-49400-50720 INTERFUND TRANSFERS 291,790 376,243 233,740 Total Operating Expenditures 1,812,306 2,751,017 1,487,384 3,015,369 Non Operating Expenditures 601-49400-50420 DEPRECIATION 154,552 375,000 115,917 375,000 NET OF REVENUES/APPROPRIATIONS - FUND 601 4,823,794 1,513,723 1,969,735 (99,869) ENDING FUND BALANCE 11,538,732 13,052,452 13,508,464 13,408,595 287 Fund 602 - SEWER BEGINNING FUND BALANCE - ALL FUNDS 7,218,692 8,250,430 8,250,430 8,561,854 Revenues: 602-00000-36100 SPECIAL ASSESSMENTS 4,693 602-00000-36200 MISCELLANEOUS REVENUES 11,463 8,500 13,224 6,000 602-00000-36210 INTEREST EARNINGS 61,723 15,000 44,498 25,000 602-00000-36400 REFUNDS/REIMBURSEMENTS 602-00000-37210 SEWER RESIDENTIAL 715,201 854,000 677,344 1,000,000 602-00000-37230 SEWER COMMERCIAL/INDUSTRIAL 16,448 30,000 12,365 33,000 602-00000-37250 SEWER RECONNECT/DISCONNECT FEE 602-00000-37260 SEWER PENALTY 2,670 100 3,175 4,000 602-00000-37275 SEWER ACCESS CHARGES-CITY 500,196 407,400 344,742 271,590 602-00000-37280 SEWER TRUNK CHARGES 537,466 831,600 121,230 435,554 602-00000-39201 TRANSFER FROM GENERAL FUND 602-00000-39700 CAPITAL CONTRIBUTIONS GOV ACT 58,023 Total Revenues 1,903,190 2,146,600 1,221,271 1,775,144 602-49450-50101 FULL-TIME EMPLOYEES - REGULAR 167,316 102,521 218,498 602-49450-50102 FULL-TIME EMPLOYEES - OVERTIME 1,935 12,500 602-49450-50111 PART-TIME EMPLOYEES - REGULAR 3,998 602-49450-50121 PERA 12,549 7,834 16,688 602-49450-50122 FICA 10,374 6,252 13,795 602-49450-50126 MEDICARE 2,427 1,462 3,227 602-49450-50127 MN PAID LEAVE 924 602-49450-50130 EMPLOYER PAID INSURANCE 34,082 16,447 39,532 602-49450-50200 OFFICE SUPPLIES 147 250 5,427 3,000 602-49450-50207 TRAINING AND INSTRUCTIONAL SUPPLIES 210 1,500 13 5,000 602-49450-50210 OPERATING SUPPLIES 5,281 3,000 8,167 15,000 602-49450-50212 MOTOR FUELS 5,000 602-49450-50220 REPAIR AND MAINTENANCE SUPPLIES 6,887 20,000 1,662 20,000 602-49450-50300 PROFESSIONAL SERVICES 1,000 62,000 1,041 75,000 602-49450-50303 ENGINEERING FEES 14,574 10,000 6,670 10,000 288 602-49450-50304 LEGAL FEES 2,500 602-49450-50306 INSPECTIONS 10,000 1,445 10,000 602-49450-50307 PERSONNEL ADMINISTRATION 750 1,500 375 2,250 602-49450-50312 MCES SEWAGE TREATMENT 267,462 368,000 306,286 350,000 602-49450-50313 UTILITY LOCATES 8,500 602-49450-50321 TELEPHONE 2,500 602-49450-50322 POSTAGE 2,500 1,800 3,000 602-49450-50350 GENERAL NOTICES AND PUB INFO 500 500 602-49450-50360 INSURANCE 500 1,500 602-49450-50365 WORKER'S COMPENSATION INSURANCE 930 2,000 (246)4,788 602-49450-50380 UTILITY SERVICES 1,172 1,500 3,482 15,000 602-49450-50381 ELECTRIC UTILITIES 4,365 4,500 2,607 5,000 602-49450-50400 REPAIR AND MAINTENANCE - CONTRACT 1,823 3,000 105 1,500 602-49450-50401 REPAIR AND MAINTENANCE - BUILDING 15,000 602-49450-50403 REPAIR AND MAINTENANCE - VEHICLE 7,500 602-49450-50413 OFFICE EQUIPMENT RENTAL 568 500 432 500 602-49450-50417 UNIFORMS 4,000 602-49450-50430 MISCELLANEOUS EXPENSE 234,431 602-49450-50432 CREDIT CARD FEES 10,443 10,000 6,993 12,500 602-49450-50433 DUES AND MEMBERSHIPS 605 1,500 779 1,500 602-49450-50600 DEBT SERVICE PRINICPAL 88,400 91,200 602-49450-50610 DEBT SERVICE INTEREST 34,744 33,788 33,788 31,094 602-49450-50611 BOND ISSUANCE COSTS 602-49450-50720 INTERFUND TRANSFERS 309,640 392,611 250,990 Total Operating Expenditures 660,601 1,246,797 751,708 1,260,984 Non Operating Expenditures 602-49450-50420 DEPRECIATION 210,852 209,000 158,139 215,000 NET OF REVENUES/APPROPRIATIONS - FUND 602 1,031,737 690,803 311,424 299,160 ENDING FUND BALANCE 8,250,429 8,941,233 8,561,854 8,861,014 289 STAFF REPORT Agenda Item: 6.s Council Meeting: November 13, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Improvements - Pay Request #3 (Building) Action Required: Approval Summary Council should review and consider the attached architect memorandum. Staff recommends approval of Pay Request 3 to Valint Construction Services in the amount of $180,599.10. Financial/Budget Heritage Park Improvements is funded by the Park Dedication Fund. Options Approve Pay Request #3 for the Heritage Park Improvements to Valint Construction Services in the amount of $180,599.10. Decline. Recommendation Approve Pay Request #3 for the Heritage Park Improvements to Valint Construction Services in the amount of $180,599.10. Council Action Consider a motion to approve Pay Request #3 for the Heritage Park Improvements to Valint Construction Services in the amount of $180,599.10 Attachments 1. Building Pay App #3 290 1 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Architect’s Memo Project: City of Corcoran Community Park Building 20200 County Road 50 Corcoran, MN 55340 From Architect: Oertel Architects, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 Contractor: Valint Construction Services, LLC 3550 38th Avenue S., Suite C Fargo, ND 58104 Subject Pay Application #3 Date: November 3, 2025 Architect’s Project Number: 24-26 Council Action Requested: Staff recommends the City Council approve Pay Application #3 for the Corcoran Community Park Building project to Valint Construction Services in the amount of $180,599.10. Summary: Pay request #3 includes project work completed by Valint Construction Services and their subcontractors throughout the month of October. Valint completed concrete footings and c.m.u. foundation walls for the new building. Interior tile for the new building has been purchased and is in secure storage off-site, in possession and insured by the tile sub-contractor (documentation is attached). Valint also installed the below grade HVAC ductwork for the the new building. A portion of the below grade electrical work has also been completed. Additional earthwork and clearing was also completed for the new building. General Conditions for the entire project were also billed for ongoing submittals, shop drawings, project management, and job supervision. Below is a summary of work completed to date: Total Contract Value to Date: $ 2,222,929.61 Work Completed to Date: $ 272,434.91 5% Retainage: $ 9,291.72 Amount Paid to Date: $ 82,544.09 Total Pay Application #2: $ 180,599.10 291 2 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Attachments: • Pay Application #3 • Photographs of tile stored securely on pallets. • Property insurance documentation for tile sub-contractor. • PCCO #01, PCCO #02, PCCO #04, PCCO #06. Issued by: Eric Werner – Oertel Architects, Ltd. 292 November 3, 2025 $ 180,599.10 29 3 CONTINUATION SHEET AIA G703 Format Page 2 of 4 Application No: 3 Valint Construction Services, LLC Application Date: 10/30/2025 3550 38th Avenue S, Suite C Period from: 10/01/25 Fargo, ND 58104 Period to: 10/31/25 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Div. 03 0000 03 0013 Concrete (General)- - - - - 03 3000 Cast in Place Concrete (ES Concrete)81,815.02 4,500.00 81,815.02 24,000.00 28,500.00 35%53,315.02 1,425.00 03 3543 Polished Concrete Finish (Sterling Stone & Tile)13,726.25 13,726.25 - 0%13,726.25 - Div. 04 0000 04 0013 Masonry (General)- - - - - 04 2000 Unit Masonry (CMU) (Brother Built Masonry)109,150.89 (557.56) 108,593.33 74,380.59 74,380.59 68%34,212.74 3,719.03 04 2219 Insulated Concrete Unit Masonry (Brother Built Masonry)Incl. 04 2000 - - - - Div. 05 0000 05 0013 Metals (General)- - - - - 05 1200 Structural Steel - Materials (Mid America Steel)20,077.13 20,077.13 - 0%20,077.13 - 05 1200 Structural Steel - Labor (Allowance)3,880.00 3,880.00 - 0%3,880.00 - 05 5000 Miscellaneous Metals (Mid America Steel)Incl. 05 1200 - - - - Div. 06 0000 06 0013 Wood, Plastics, and Composites (General)- - - - - 06 1000 Carpentry - Material (Casselton Lumber)65,000.00 2,225.00 67,225.00 - 0%67,225.00 - 06 1100 Carpentry - Labor (All Pro Framing)39,230.00 39,230.00 - 0%39,230.00 - 06 1753 Metal-Plate-Connected Wood Trusses (Fargo Truss)17,434.54 17,434.54 - 0%17,434.54 - 06 2000 Carpentry Installation (O'Malley Finish Carpentry)20,571.00 (1,200.00) 19,371.00 - 0%19,371.00 - 06 2000-2 Carpentry - Siding (Tacheny Exteriors)Incl. 07 4113 - - - - Div. 07 0000 07 0013 Thermal and Moisture Protection (General)- - - - - 07 0543 Thermal Clips - Installation (All Pro Framing)Incl. 06 2000 - - - - 07 0543 Thermal Clips - Material Incl. 06 2000 - - - - 07 2100 Thermal Insulation & Waterproofing (Northland Companies)54,881.00 54,881.00 - 0%54,881.00 - 07 2726 Fluid-Applied Air & Vapor Barrier Membrane (C&S Management)20,500.00 20,500.00 - 0%20,500.00 - 07 4113 Standing Seam Metal Roofing (Tacheny Exteriors)244,994.85 244,994.85 - 0%244,994.85 - 07 5323 EPDM Roofing (Tacheny Exteriors)Incl. 07 4113 - - - - 07 6200 Sheet Metal Flashings and Trim (Tacheny Exteriors)Incl. 07 4113 - - - - 07 9200 Joint Sealants - - - - - Div. 08 0000 08 0013 Openings (General)- - - - - 08 1113 Hollow Metal Doors and Frames (Twin City Hardware)38,513.35 900.00 39,413.35 - 0%39,413.35 - 08 3313 Overhead Coiling Counter Doors (Metro Garage Door)7,650.00 7,650.00 - 0%7,650.00 - 08 4113 Aluminum Framed Entrances and Storefronts (Brin Glass)159,470.00 4,470.00 159,470.00 4,470.00 3%155,000.00 223.50 08 5623 Awning Pass Windows (Brin Glass)Incl. 08 4113 - - - - 08 7100 Door Hardware (Twin City Hardware)Incl. 08 1113 - - - - 08 8000 Glass & Glazing (Brin Glass)Incl. 08 4113 - - - - Div. 09 0000 09 0013 Finishes (General)- - - - - 09 2116 Gypsum Board Assemblies (Perfect Wall)34,607.86 34,607.86 - 0%34,607.86 - 09 3000 Tiling (Superset Tile)31,000.00 31,000.00 13,272.79 13,272.79 43%17,727.21 663.64 09 5426 Linear Wood Ceilings (Twin City Acoustics)198,300.00 198,300.00 - 0%198,300.00 - 09 6513 Resilient Base and Accessories (Superset Tile)995.00 995.00 - 0%995.00 - 09 7720 Decorative FRP - Material (Allowance)5,865.00 5,865.00 - 0%5,865.00 - 09 7720 Decorative FRP - Install (O'Malley Finish Carpentry)Incl. 06 2023 - - - - 09 9100 Painting (Reinhardt & Sons)19,880.00 19,880.00 - 0%19,880.00 - Work Completed M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #3 (CW).xlsx/Data Sheet 294 CONTINUATION SHEET AIA G703 Format Page 3 of 4 Application No: 3 Valint Construction Services, LLC Application Date: 10/30/2025 3550 38th Avenue S, Suite C Period from: 10/01/25 Fargo, ND 58104 Period to: 10/31/25 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Work Completed Div. 10 0000 10 0013 Specialties (General)- - - - - 10 1416 Plaque (Construction Supply)2,595.92 2,595.92 - 0%2,595.92 - 10 1419 Dimensional Letter & Custom Signage (Construction Supply)3,655.12 3,655.12 - 0%3,655.12 - 10 1423 Panel Signage (Tri-State Specialties)862.77 862.77 - 0%862.77 - 10 2800 Toilet Accessories (Tri-State Specialties)18,994.05 18,994.05 - 0%18,994.05 - 10 2814 Adult Changing Stations (Tri-State Specialties)Incl. 10 2800 - - - - 10 4400 Fire Extinguishers & Cabinets (Construction Supply)594.72 594.72 - 0%594.72 - 10 6500 Operable Partition (Acoustic Associates)21,893.00 21,893.00 - 0%21,893.00 - Div. 12 0000 12 0013 Furnishings (General)- - - - - 12 3535 Solid Polymer Fabrications (Granite-Tops)6,870.00 6,870.00 - 0%6,870.00 - 12 3616 Metal Countertops (LSV Metals)6,320.00 6,320.00 - 0%6,320.00 - Div. 22 0000 22 0013 Plumbing (General)- - - - - 22 0500 Common Results for Plumbing (Finken Plumbing)108,454.00 1,275.00 109,729.00 - 0%109,729.00 - 22 0519 Underground Rough-In Incl. 22 0500 - - - - 22 0523 Above Ground Rough-In Incl. 22 0500 - - - - 22 0700 Plumbing Insulation Incl. 22 0500 - - - - 22 4000 Plumbing Fixtures Incl. 22 0500 - - - - Div. 23 0000 23 0013 Heating, Ventilating, and Air Conditioning (General)- - - - - 23 0500 Common Work Results For HVAC (Falcon Mechanical)180,000.00 180,000.00 30,000.00 30,000.00 17%150,000.00 1,500.00 23 0593 Testing, Adjusting, and Balancing for HVAC Incl. 23 0500 - - - - 23 0700 HVAC Insulation Incl. 23 0500 - - - - 23 1123 Natural-Gas Piping Incl. 23 0500 - - - - 23 2300 Refrigerant Piping Incl. 23 0500 - - - - 23 3113 Ductwork Incl. 23 0500 - - - - 23 3713 Diffusers, Registers, and Grilles Incl. 23 0500 - - - - 23 5400 Furnaces Incl. 23 0500 - - - - 23 6200 Packaged Compressor and Condenser Units Incl. 23 0500 - - - - 23 7200 Air-to-Air Energy Recovery Equipment Incl. 23 0500 - - - - 23 8233 Heating Terminal Units Incl. 23 0500 - - - - Div. 26 0000 26 0013 Electrical (General)- - - - - 26 0500 Common Work Results for Electrical (Honda Electric)148,600.00 1,983.30 150,583.30 6,711.00 6,711.00 4%143,872.30 335.55 26 0519 Electrical Power Conductors and Cables Incl. 26 0500 - - - - 26 0526 Grounding and Bonding for Electrical Systems Incl. 26 0500 - - - - 26 0529 Hangers and Supports for Electrical Systems Incl. 26 0500 - - - - 26 0533 Raceway and Boxes for Electrical Systems Incl. 26 0500 - - - - 26 0553 Identification for Electrical Systems Incl. 26 0500 - - - - 26 0923 Lighting Control Devices Incl. 26 0500 - - - - 26 2416 Panelboards Incl. 26 0500 - - - - 26 2726 Wiring Devices Incl. 26 0500 - - - - 26 2816 Enclosed Switches and Circuit Breakers Incl. 26 0500 - - - - 26 2913 Enclosed Controllers Incl. 26 0500 - - - - 26 5119 Interior Lighting Incl. 26 0500 - - - - 26 5619 Exterior Lighting Incl. 26 0500 - - - - M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #3 (CW).xlsx/Data Sheet 295 CONTINUATION SHEET AIA G703 Format Page 4 of 4 Application No: 3 Valint Construction Services, LLC Application Date: 10/30/2025 3550 38th Avenue S, Suite C Period from: 10/01/25 Fargo, ND 58104 Period to: 10/31/25 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Work Completed Div. 31 0000 31 0013 Earthwork (General)- - - - - 31 1000 Earthwork & Clearing (Fehn Companies)32,879.00 5,000.00 32,879.00 17,000.00 22,000.00 67%10,879.00 1,100.00 31 2200 Grading Incl. 31 1000 - - - - 31 2316 Excavation Incl. 31 1000 - - - - 31 2323 Fill Incl. 31 1000 - - - - Div. 32 0000 32 0013 Exterior Improvements (General)- - - - - 32 3500 Site Screening Devices - Material (CityScapes)34,342.74 3,991.55 38,334.29 - 0%38,334.29 - 32 3500 Site Screening Devices - Install (O'Malley Finish Carpentry)Incl. 06 2023 - - - - 100 Hard Construction Costs 1,753,603.21 1,762,220.50 179,334.38 10%1,582,886.12 8,966.72 102 General Conditions 367,259.41 67,847.59 (1,507.67) 365,751.74 18,752.94 86,600.53 24%279,151.21 - 103 Owner Contingency (Allowance)20,000.00 20,000.00 - 0%20,000.00 - 104 Construction Management, Overhead & Profit 74,262.38 1,500.00 694.99 74,957.37 5,000.00 6,500.00 9%68,457.37 325.00 150 Contract Totals 2,215,125.00 83,317.59 - 7,804.61 2,222,929.61 189,117.32 272,434.91 12%1,950,494.70 9,291.72 M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #3 (CW).xlsx/Data Sheet 296 297 298 LENDER'S LOSS PAYABLE PHONEAGENCY COMPANY(A/C, No, Ext): FAX E-MAIL (A/C, No):ADDRESS: SUB CODE: AGENCY CUSTOMER ID #: INSURED LOAN NUMBER POLICY NUMBER EFFECTIVE DATE EXPIRATION DATE THIS REPLACES PRIOR EVIDENCE DATED: LOCATION/DESCRIPTION COVERAGE / PERILS / FORMS AMOUNT OF INSURANCE DEDUCTIBLE NAME AND ADDRESS CONTINUED UNTIL TERMINATED IF CHECKED ADDITIONAL INSURED LOSS PAYEE MORTGAGEE LOAN # PERILS INSURED BASIC BROAD SPECIAL THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW.THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PROPERTY INFORMATION COVERAGE INFORMATION REMARKS (Including Special Conditions) CANCELLATION ADDITIONAL INTEREST ACORD 27 (2016/03)© 1993-2015 ACORD CORPORATION. All rights reserved. EVIDENCE OF PROPERTY INSURANCE DATE (MM/DD/YYYY) CODE: AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD OP ID: FJL 651-482-0414 651-482-0790 SUPER-1 Super Set Flooring & Tile LLC Super Set Tile & Stone LLC 13860 Industrial Park Blvd Plymouth, MN 55441 CPP 1297657 10/31/2024 10/31/2025 13860 Industrial Park Blvd Plymouth, MN 55441 Warehouse Personal Property 1850000 5000 Replacement Cost coverage applies to business personal property. Superset Tile & Stone LLC 13860 Industrial Park Blvd Plymouth, MN 55441 03/18/2025 Western National Assurance P O Box 59184 Minneapolis, MN 55459 Premise 001 Building 001 Personal Property X Frank LaNasa Insurance Agency 3600 Labore Road #6 Vadnais Heights, MN 55110 299 Oct. 6, 2025Oct. 6, 2025 30 0 301 302 Oct. 27, 2025 30 3 STAFF REPORT Agenda Item: 6.t Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Improvements - Pay Request 4 (Sitework) Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 4 to Fehn Companies, Inc. in the amount of $221,813.05. Financial/Budget Heritage Park Improvements is funded by the Park Dedication Fund. Options Approve Pay Request 4 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $221,813.05. Decline. Recommendation Approve Pay Request 4 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $221,813.05. Council Action Consider a motion to approve Pay Request 4 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $221,813.05. Attachments 1. Corcoran City Park Pay Request #4_COMPILED_rev1.pdf 304 30 5 30 6 30 7 308 309 310 311 312 STAFF REPORT Agenda Item: 6.u Council Meeting: November 13, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Larkin Road Improvements - Pay Request 1 & FINAL (MOVED to 11/25) Action Required: Approval Summary This item has been moved to 11/25. Financial/Budget Council Action 313 STAFF REPORT Agenda Item: 7.a Council Meeting: November 13, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Principal Planner Topic: Sketch Plan Review for 23580 State Highway 55 (PID 31-119-23-34-0007, 31-119-23-34-0001, 31- 119-23-34-0008) (City file 25-037) Action Required: Discussion Summary The applicant, Lano Equipment, requests to appear before the City Council to solicit informal comments for a sketch plan to redevelop the site at 23580 Highway 55 with a new 54,800 sq. ft. building, parking, retail equipment display areas and outdoor storage areas. Council Action Attachments 1. 2025-11-13 Lano Sketch Plan CC Packet.pdf 314 Page 1 of 10 STAFF REPORT Agenda Item ___ City Council Meeting: November 13, 2025 Prepared By: Kendra Lindahl, AICP Topic: Sketch Plan Review for 23580 State Highway 55 (PID 31- 119-23-34-0007, 31-119-23-34-0001, 31-119-23-34-0008) (city file 25-037) Action Required: Review and Comment Review Deadline: December 7, 2025 1. Request The applicant, Lano Equipment, requests to appear before the City Council to solicit informal comments for a sketch plan to redevelop the site at 23580 Highway 55 with a new 54,800 sq. ft. building, parking, retail equipment display areas and outdoor storage areas. 2.Background The site has been used for a number of purposes for decades. City records show that Lano Equipment purchased the property in 2005 after contacting the City regarding this legal, non-conforming property. On November 1, 2012, the City approved a minor site plan amendment for a loading dock addition. The City Council approved a conditional use permit for a 7,000 sq. ft. accessory building on July 11, 2013 (Resolution No. 2013-029). Note that this accessory building measures 6,631 sq. ft. on the survey the applicant submitted. 3.Context Zoning and Land Use The site is guided Commercial in the Comprehensive Plan, zoned Community Commercial (C-2), and is located within the Metropolitan Urban Service Area (MUSA). Figure 1 Location Map 315 Page 2 of 10 Surrounding Properties The surrounding properties are located within the MUSA. The properties to the north are guided Commercial and Light Industrial in the Comprehensive Plan and zoned PUD, Community Commercial (C-2) and Light Industrial (I-1). Properties to the east, across CSAH 19, are guided Commercial and zoned Community Commercial (C- 2). Properties to the south, located across Highway 55, are outside of the city limits. Properties to the west are guided Commercial and zoned Community Commercial (C-2). Natural Characteristics of the Site The National Wetland Inventory (NWI) identifies wetlands along the north property line. A wetland delineation is in progress for this site, but the results of the delineation were not provided in time for this report. A delineation must be completed for all three properties. 4. Analysis The existing Lano site is comprised of two parcels, denoted as Parcel 1 and Parcel 2 on the Survey. The applicant has an agreement with the abutting property owner along the Figure 3 Wetland Map Figure 2 Zoning Map 316 Page 3 of 10 northerly property line to purchase a 60-foot strip of land. The applicant is requesting all three areas, Parcel 1, 2 and a 60-foot strip of land from parcel 3, be combined as part of the redevelopment (See Figure 2). This combination would be done by plat. There are three buildings on the site. One principal structure, which is 19,400 sq. ft., and two accessory structures- one is 6,631 sq. ft. and the other 3,035 sq. ft. There is a private well and septic system on the site. The applicant proposes to demolish the existing principal structure (19,400 sq. ft.) and smaller (3,035 sq. ft.) accessory building. Additionally, the plans show retention of the 6,631 sq. ft. accessory building approved in 2013 and an expansion of the non-conforming outdoor storage to approximately four acres. Section 1030.010 prohibits expansion of non-conforming uses. The C-2 district is intended to provide for a variety of retail and service businesses serving the region. The retail sales associated with both Lano and Spike and Houles area permitted in this district. However, Equipment Sales and Repair and Outside Storage are not. Those uses would be permitted in the Light Industrial District as would Equipment Rental but the retail sales for Spike and Houles would not. The unique mix of uses on this site and proposed redevelopment to allow the existing businesses to grow are challenging under the existing Zoning Ordinance standards and seem to be best accomplished through a Planned Unit Development (PUD). The other alternative would be a Zoning Ordinance amendment application but that would affect all properties in the City in the C-2 district and may not be the most feasible approach. Concept Plan The site is the current home to Lano Equipment and Spike and Houles. The Applicant is proposing to redevelop the site with a new approximately 54,800 sq. ft. building (~44,000 sq. ft. footprint) with two tenant spaces to accommodate both businesses. Tenant Space 1 will be occupied by Spike and Houles. The space Figure 5 Concept Plan Figure 4 Survey 317 Page 4 of 10 is the west wing of the L-shaped building and comprises approximately 13,530 sq. ft. It is primarily open merchandise/retail/customer space. There are also two offices, a breakroom and restrooms in Tenant Space 1. • 775 sq. ft. office/breakroom/restroom area • 12,755 sq. ft. showroom Tenant Space 2 will be occupied by Lano Equipment. The space is the east wing of the building and comprises approximately 41,270 sq. ft. Tenant Space 2 is two floors. The main level includes: • 3,619 sq. ft. sales/inside display area • 2,518 sq. ft. storage and parts area • 17,133 sq. ft. office/breakroom/training/restroom area • 18,000 sq. ft. shop area The concept plan shows the existing 6,631 sq. ft. accessory building located centrally on the site would remain and is intended to be used by Lano Equipment to store equipment associated with the business operations. The concept plan shows an equipment display area located on the southeast corner of the site between the parking lot and Highway 55 to the south and CSAH 19 to the east. The concept plan shows the proposed equipment display area connecting with the proposed parking lot areas. The concept plan shows an outdoor storage area that is approximately 4 acres of fenced gravel area. Building Setbacks The principal structure would need to comply with C-2 district standards shown in the table below: Required Proposed Minimum Principal Structure Setbacks: Front, From Major Roadways 100 feet 70 feet +/- Front, From All Other Streets 25 feet n/a Side (north) 20 feet 300 feet +/- Rear (west) 20 feet 526 feet +/- Adjacent to Residential 50 feet n/a Section 1060.070, subd. K and L of the Zoning Ordinance allows a front building setback reduction. This is discussed later in the staff report. 318 Page 5 of 10 Buildings/Architecture Building designs must comply with Section 1060.050 Subd. 1(C), which provides standards for buildings in non-residential zoning districts and accessory buildings. City Code permits up to 20% of any wall surface to consist of steel, fiberglass and aluminum (non-structural, non-load bearing) excluding overhead doors. The architectural design concept plan shows an exterior comprised of insulated metal panels, all weather insulated panels and concrete simulated stone veneer. Parking and Loading The mix of uses shown on the concept plan would require 206 parking stalls based on the following calculations: • Retail uses require eight parking spaces plus one each for each 200 sq. ft. of retail space. The concept plan shows approximately 16,374 sq. ft of combined retail space. Therefore, 16,774 – 10% = 14,736/200 = 74 + 8 = 82 parking spaces. • Warehouse uses require a minimum of one space per 1,500 sq. ft. of floor area. The concept plan shows 2,518 sq. ft. of warehouse/storage. Therefore, 2,518 – 10% = 2,266/1500 = 2 parking spaces. • Office uses require one space for each 200 sq. ft. of floor area. The concept plan shows approximately 17,908 sq. ft. of combined office space. Therefore, 17,908 – 10% = 16,117/200 = 81 parking spaces. • Manufacturing, processing or fabricating uses require a minimum of 8 spaces plus one space per 500 sq. ft. of floor area. The concept plan shows 18,000 sq. ft. of shop space. Therefore, 18,000 – 10% = 16,200/500 = 33 + 8 = 41 parking spaces. The plans show 210 parking stalls. Section 1060 Subd. 3(A) requires off-street parking areas for non-residential uses to have a perimeter of poured, cast in place, concrete curb around the entire parking lot and shall be surfaced with asphalt, concrete, or other surface as approved by the City Engineer. Such areas shall be graded and drained to dispose of all surface water without damage to adjoining property. These requirements shall also apply to open sales lots. Subd. 3(B) requires an existing business that expands its structure by 10 percent or more, or creates the need for additional parking spaces, to upgrade the entire parking area. The plans do not comply with setback requirements for parking and display areas. Parking setbacks are 100 feet from County Road 19 and Hwy 55 (front) and 10 feet from the side and rear lot lines. The plans show drive aisles and display areas in the public right of way. Plans must be revised to comply with setback requirements. The building should be moved at least 25 feet to the northwest to comply with the reduced 319 Page 6 of 10 setback requirements. There is adequate area on this 11-acre site to comply with setback standards, and it appears unlikely that variance standards could be met. Section 1060.070, Subd. K and L do allow flexibility to reduce the front building setback from 100 feet to 60 feet and the parking setback from 100 feet to 25 feet if a minimum of one overstory deciduous tree, one overstory coniferous tree, 2 ornamental trees and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested, or preserves the equivalent amount of existing trees and shrubs. These materials must be provided in addition to the minimum landscape requirements. • The static equipment display area is important to this business. Council may wish to discuss whether any PUD flexibility from the landscape requirements for reduced setbacks in Section 1060.070 would be considered. All parking, drive aisles and display areas must be bituminous or concrete with curb and gutter. The City Engineer’s memo attached to this report provides additional comments. Plans must show adequate snow storage or provisions must be made for removal in order to ensure that the required number of spaces are available at all times during the year. Plans must show that parking areas are designed such that vehicle and pedestrian circulation is accommodated in a safe, complimentary and orderly fashion. Of particular concern, and as noted in the attached Public Safety memo dated October 1, 2025, is the area between the accessory building and the fenced outdoor storage area. Turn radius exhibits must be provided with a formal submittal. Access/Streets The site is currently accessed by two driveways on Highway 55 and one driveway on CSAH 19. The concept plan shows the existing westerly curb cut on Highway 55 will be retained and the existing Highway 55 easterly driveway will be eliminated. Access will be subject to MnDOT review and approval. No comments were received from MnDOT as of the date of this report. Staff notes that the Highway 55 coalition is working toward improvement to this highway and recently received funding for environmental documentation and preliminary plans for this area. Additional right-of-way may be required for these improvements and for stormwater. The applicant should work with MnDOT and the Highway 55 Coalition to plan for those future improvements. The existing access driveway from CSAH 19 will be retained and no changes are proposed. The Hennepin County Development Review Coordinator has stated that a southbound right turn lane on CSAH 19 would not be required. No other comments were received from Hennepin County. A feasibility study will be required for this project. The study will be conducted by the city engineer to evaluate transportation and other infrastructure improvements. 320 Page 7 of 10 Landscaping The applicant is proposing landscape improvements along the frontage of Highway 55 and CSAH 19, though a detailed landscape plan was not submitted. Section 1060.070 Subd. 2(G) requires one overstory tree per 1,000 sq. ft. of gross floor area or one tree per 50 lineal feet of site perimeter, whichever is greater and one understory shrub for each 300 sq. ft. of building or one tree per 30 lineal feet of site perimeter, whichever is greater. Existing landscaping may be counted to meet this requirement. Additionally, all parking must be screened to a height of three feet to screen vehicles from public streets and adjacent property. If the applicant is proposing a reduced setback as allowed by Section 1060 of the Zoning Ordinance, additional landscaping will be required along the street frontage. The applicant will be required to provide a compliant plan as part of the formal submittal. Outside Storage The applicant’s plans show approximately four acres of outside storage in the northwest portion of the site. Outside Storage is not a permitted use in the C-2 district. The 2013 existing outside storage was a legal, non-conforming use as noted in the 2013 approvals. Item 1(a) of Resolution 2013-029 states: a. A conditional use permit to allow up to a 7,000-square foot accessory building where 1,000 square feet is allowed based on the following findings and conditions: i. The conditional use permit standards are met to allow an accessory building in excess of 1,000 square feet. ii. The building would allow interior storage of material and equipment, thereby reducing the amount of outside storage on site. iii. The lean-to must be eliminated from the building or enclosed because the lean-to would be an expansion of outside storage and display beyond the existing legal nonconforming condition. The outdoor storage area has expanded significantly beyond the allowed areas without city approval (see figures 6 and 7). 321 Page 8 of 10 Figure 6 - 2013 Aerial of Outside Storage Figure 7 - 2025 Aerial of Outside Storage If the property were rezoned to Light Industrial, outside storage would be allowed subject to the following conditions: 1. Outside Storage, accessory to an allowed use provided that:1.Storage area is blacktop or concrete surfaced unless specifically approved by the City Council. 2. The storage area does not take up parking space or loading space as required for conformity to this Chapter. 3. The storage area is screened from public streets and surrounding properties. If the property was rezoned to PUD, similar standards would be applied. The public safety memo notes concerns about the outside storage area to show turning radius for public safety requirements. More information about what is stored and how drive aisles will be maintained throughout the area must be provided. Grading No grading is depicted on the concept plan. The City Engineer has noted that final approval by the Elm Creek Watershed Management Commission must be obtained before any site grading or activity may commence. Utilities The property is in the Metropolitan Urban Service Area (MUSA) and is in the 2030-2035 staging area. This area is also in the wastewater service study area. Municipal sewer and water are not currently available to the site. New development in this area requires a variance to development in advance of sewer and water. Similar variances have been granted for other recent developments in this area. If the site is developed as a PUD, this could be part of the PUD rather than a variance. 322 Page 9 of 10 The applicant is proposing to upgrade and/or replace the existing septic system, which is located along the north property line. The concept plan shows two new potential septic areas; one along the north property line and one in the southwest quadrant of the site between the proposed parking area and outdoor storage area. As part of the preliminary plat application, the applicant must provide proof of preliminary septic approval from Hennepin County. The City engineer has noted the applicant should review the fire system requirements of a well for the proposed building and if any additional fire suppression tanks are necessary and that the applicant should show how public utilities will be connected to the building should they become available in the future. Stormwater The applicant has proposed one stormwater pond. As part of the development review plan, the applicant would be required to comply with state, watershed and local stormwater standards. A stormwater management plan shall be provided by the applicant to confirm the proposed stormwater facilities are in accordance with the City of Corcoran and watershed standards. Wetlands A wetland delineation will be required for all three properties as part of the plat. Wetland buffer and setback requirements as identified in Section 1050.010 will be required. Plat The applicant would be required to plat the three properties to include the 60-foot strip of land north of the property, which is located on the neighboring property. One new lot would be created for the applicant, and one for the landowner to the north. The City Engineer has noted that the applicant shall obtain all necessary rights to utilize this land, and the easement should be vacated if no longer being preserved for roadway. No easements are shown on the concept plan, but new easements are required with the plat. The City Engineer has noted that the applicant must show: • All drainage and utility easements on future submittals. • Easements are provided over all infrastructure used for the maintenance, conveyance and treatment of stormwater. • Easements are provided over any/all public infrastructure as applicable. • Any existing easements should be provided to the City for review. Title work should be provided for all properties with the plat application. 323 Page 10 of 10 Easements must also be provided over the wetlands and shoreland and their respective buffer areas. 5. Summary The existing use is a legal, non-conforming use on this site. However, the outdoor storage as it exists today is an illegal expansion on the site. The redevelopment proposal provides an opportunity to bring this property into compliance through the approval process and allow an existing business to grow and expand in the community. There are a number of issues with this site that are identified in the staff report and the Council should provide feedback and direction to the applicant so that they can make a decision about how to proceed. Staff has identified the following as the most feasible path forward, but the Council could provide other alternatives: 1. Hold a neighborhood meeting for a PUD. 2. Apply for a rezoning to PUD, preliminary PUD development plan and preliminary plat. 3. Apply for a final plat, final PUD development plan and easement vacation. 6. Recommendation Staff recommends that the City Council review and discuss the sketch plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments 1. Location map 2. 2040 Staging Plan 3. City Engineer memo dated October 29, 2025 4. Public Safety memo dated October 1, 2025 5. Hennepin County email dated October 13, 2025 6. Resolution 2013-029 7. Applicant narrative received September 22, 2025 8. Concept plans and exhibits dated September 12, 2025 9. Architectural concepts received September 22, 2025 324 Hennepin County Property Map Date: 10/30/2025 Comments:PARCEL ID: 3111923340007 OWNER NAME: Hwy 55 Properties Llc PARCEL ADDRESS: 23580 State Hwy No 55,Corcoran MN 55357 PARCEL AREA: 10.29 acres, 448,175 sq ft A-T-B: Abstract SALE PRICE: $1,100,000 SALE DATE: 10/2004 SALE CODE: Sale Includes More Than One Parcel ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Industrial-Preferred HOMESTEAD: Non-Homestead MARKET VALUE: $2,900,000 TAX TOTAL: $86,555.34 ASSESSED 2025, PAYABLE 2026 PROPERTY TYPE: Industrial HOMESTEAD: Non-Homestead MARKET VALUE: $2,958,000 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2025 1:2,400 325 Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers Be c h t o l d R d Pio n e e r T r l Trail Haven Rd Co u n t y R o a d 1 1 6 County Road 30 Schutte Rd Oakdale Dr County Ro a d 1 0 Horseshoe Trl Co u n t y R o a d 5 0 Larsen Rd Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 Homestead Trl Ca i n R d Ro l l i n g H i l l s R d Country Rd Mo h a w k D r Larkin Rd Fo x l i n e D r Strehler Rd Dassel Ln Old Se ttle rs R d Stie g R d Ka l k R d Meister Rd Ma p l e H i l l R d 93rd Ave N Tessmer Rd Bl u e B o n n e t D r Jubert Ln 456710 456750 456719 456730 4567116 4567101 4567117 Br o c k t o n L n N 109th Ave N 4567101 ")55 Hackamore Rd Morin Lake Scott Lake Jubert Lake Goose Lake Cook Lake R u s h C r e e k RushCreek South F o r k R u sh Creek SouthFor k R ush C r eek The method and timing of regional wastewater service to be determined through future study. 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\2040 Staging.mxd Date: 8/7/2019 Time: 7:58:26 AM User: ShuJC0243 2020-20252025-20302030-20352035-2040SE/NE District Gravity Connector TrunkMunicipal Boundary2040 MUSAFuture MUSA Expansion Area ! ! ! ! ! ! ! ! ! ! ! !Future Study AreaParcel BoundariesStreamsLake/Open Water Map 2-22040 Staging Plan 53 326 Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Project: Lano Concept Plan Review Date: October 29, 2025 Exhibits: This Memorandum is based on a review of the Sketch Plan documents for the Lano Equipment site with the following documents. a. Sketch Plan – Lano Equipment – dated September 22, 2025 Comments: General: 1. Comments provided are preliminary based on the Concept Plan provided. Additional comments should be anticipated on future submittals that include more details of the development. 2. In addition to engineering comments, the proposed plans are subject to review for compliance with planning, zoning, and land-use requirements, and shall meet other applicable codes of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 3. A feasibility study will be conducted on the development with the preliminary plat approval to review the development’s impacts on transportation, stormwater, and public utility systems. 4. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. o Watershed process will first involve receiving City authorization to submit to ECWMC. Plat: 5. The applicant shall show all drainage and utility easements on future submittals, and all platting requirements shall be met per the City Code. 6. The applicant is proposing to utilize a 60’ roadway easement located north of the property which appears to be located on the neighboring property. The applicant shall obtain all necessary rights to utilize this land which may include that parcel being included in the platting process. Additionally, the easement should be vacated if no longer being preserved for roadway. 7. Easements should be provided over all infrastructure used for the maintenance, conveyance and treatment of stormwater. 8. Easements should be provided over any/all public infrastructure as applicable. 9. Any existing easements should be provided to the City for review. Vacation of existing easements currently in place requires a City process and should be identified in the project schedule. 10. Hennepin County and MnDOT shall confirm the necessary access requirements as well as required right of way dedications for the development. 327 October 2025 Lano Equipment Kevin Mattson Page 2 of 3 Site Plan/Transportation 11. The necessary roadway and access improvements to support the development will be reviewed with the feasibility study. This may include turn lane improvements into the site on either or both State Highway 55 and County Road 19. 12. Hennepin County had indicated that additional ROW may not be necessary for the site plan beyond securing a triangle at the intersection of County Road 19 and State Highway 55. Through the development process, this should be finalized with Hennepin County as any changes to the ROW dedication will likely impact their site plan. 13. The proposed parking stalls and access aisles shall all comply with the City of Corcoran Code. This applies to both the size of the stalls and access aisles as well as the approved materials for surfacing and concrete perimeter curbing. 14. The applicant shall coordinate further with MnDOT to ensure that their proposed plan accounts for any future corridor improvements which are planned for this segment. MnDOT and the Highway 55 Corridor Coalition have been advancing plans for improvements throughout this area and the applicant shall ensure that the access points, stormwater treatment and land needs for the intersection improvements are all coordinated with the proposed development. 15. The site plan may need to be modified to accommodate any access changes or improvements required by Hennepin County and/or MnDOT. Stormwater 16. A stormwater management plan will be required for this development in accordance with City of Corcoran and Elm Creek Watershed Management Commission Standards. 17. Reference the City of Corcoran Stormwater Guidelines for Development Review for standards for stormwater systems and modeling. 18. Wetland delineations should be completed for the platted area, including the roadway easement area north of the property if being incorporated into the site plan. 19. The wetland buffer zones and wetland buffer signage shall be clearly identified and labeled. If existing vegetation is proposed to be used as wetland buffer, these areas shall be reviewed with the City of Corcoran wetland specialist to determine if they are viable candidates. 20. Site plans shall identify stormwater access routes to the ponds and all features of the stormwater management system. 21. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the city engineer. 22. If filtration is required by ECWMC for the site, the City strongly prefers a NURP pond with filter bench (offset to one side of the pond) be used with adequate maintenance access. The filter bench design is efficient from land use and requires less future maintenance as compared to other treatment options. 23. Due to the rural nature of Corcoran conveyance systems, offsite receiving waters will be evaluated to understand any impacts from additional drainage. Sanitary Sewer & Watermain 24. Currently, the City of Corcoran has no public water or sewer systems available to the development. It is assumed that the proposed development would install their own well and septic system which would need to be designed and permitted by the applicant. 328 October 2025 Lano Equipment Kevin Mattson Page 3 of 3 25. The proposed development should review the fire system requirements of a well for the proposed building and if any additional fire suppression tanks are necessary. 26. During the plan development, the site plan should show how public utilities will be connected to the buildings should they become available in the future. 329 Page 1 of 1 MEMO Date: October 1, 2025 To: Planning (Community Development Director Davis McKeown, Planner Lindahl, and Planner Klingbeil) From: Deputy Director of Public Safety Burns Re: City File 25-035 Lano Concept Plan A Public Safety plan review meeting was held on October 1, 2025, to review the submitted concept plan for Lano Equipment. In attendance were the following: Fire Chief Farrens, Building Official Rosenau, Construction Services Manager Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on September 23, 2025. 1. A turn radius exhibit must be submitted for the entire parking lot. a. The area between the building and the fenced outdoor storage area is of particular concern. Formal submittal of a site plan must include a turn radius exhibit showing evidence of emergency vehicles being able to turn and maneuver in this area. 2. Outdoor storage area must meet access requirements outlined within the Fire Code. 3. Pending review of the building permit, a sprinkler system may be required. 330 From:Transportation.Plats To:Kendra Lindahl, AICP Cc:Natalie Davis McKeown (ndavis@corcoranmn.gov); Seth Gellman; Hegland, Steven; kmattson@corcoranmn.gov Subject:RE: [External] 25-035 Lano Sketch Plan Date:Monday, October 13, 2025 12:37:50 PM Attachments:image002.png image003.png image004.png image005.png image006.png image007.png image008.png image009.png image010.png Hi Kendra, 1. No, a southbound right turn lane would not be required. 2. Regarding the possibility of additional ROW, we encourage the city to check/confirm with MnDOT to determine if enough ROW is available in the corner for a future project that could include a wider signalized intersection and/or roundabout. But from us, we do not see the need for additional ROW along CR 19. Thank you, Christina Neel (she/her)Development Review CoordinatorTransportation Project DeliveryOffice: 612-596-0244christina.neel@hennepin.us | hennepin.us From: Kendra Lindahl, AICP <KLindahl@landform.net> Sent: Thursday, October 2, 2025 7:26 PM To: Christina Neel <Christina.Neel@hennepin.us> Cc: Transportation.Plats <Transportation.Plats@hennepin.us>; Natalie Davis McKeown (ndavis@corcoranmn.gov) <ndavis@corcoranmn.gov>; Seth Gellman <SGellman@corcoranmn.gov>; Hegland, Steven <steven.hegland@stantec.com>; kmattson@corcoranmn.gov Subject: FW: [External] 25-035 Lano Sketch Plan Christina, I am the city planner reviewing this concept plan for the City. We appreciate your informal comments on the sketch plan. I have two clarifying questions: 1. On your second bullet, Are you saying a southbound right turn lane will be required? I 331 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. appreciate the clarification. 2. This property will be platted and I am curious whether or not the City will be looking for additional right-of-way or if adequate ROW was acquired when the CR 19 improvement was completed? Thank you. Kendra Lindahl, AICP ​​​​ LANDFORM, Principal Planner Direct: 612-638-0225 Aerial Operations / Civil Engineering ​Land Surveying / Landscape Architecture / Urban Planning 105 5th Ave. S, Ste. 513, Minneapolis, MN 55401 ​Phone: 612‑252‑9070 Fax: 612‑252‑9077 NOTICE: All drawings, specifications, instruments of service, and other documents, data, or information of any kind, including all electronic files and data ("Documents") attached to or "linked" from this E-mail are protected by copyright pursuant to U.S. and international copyright laws. Your use of the Documents is controlled and restricted by the terms of use. By downloading the attached files or by accessing the links contained in this E-mail message, you are agreeing to the terms of use. COPYRIGHT © 1994-2025 LANDFORM. ALL RIGHTS RESERVED. NOTICE: indicated professional registrations are for the state in which the office is located; to obtain information about other state licenses, please contact Human Resources at 612-252-9070. Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. From: Christina Neel <Christina.Neel@hennepin.us> Sent: Wednesday, October 1, 2025 9:29 AM To: Seth Gellman <SGellman@corcoranmn.gov> Cc: Transportation.Plats <Transportation.Plats@hennepin.us> Subject: RE: [External] 25-035 Lano Sketch Plan Good morning, We discussed the Lano sketch plan at our Plat Review Committee meeting yesterday, please see the group’s comments below: 332 CAUTION: This email was sent from outside of Hennepin County. Unless you recognize the sender and know the content, do not click links or open attachments. Staff asked if the access on CSAH 19 could be located further north. We did see the wetlands on the aerial imagery, but there may be some room to move the access to avoid conflict with the right turn lane that starts in that same area. Usually, we would want a northbound left turn lane into the site on CSAH 19, but it is not clear how much space is available to do so. However, the southbound left turn lane needs a lot of storage. The existing drainage patterns shall not be altered unless approved by Hennepin County. Watershed District approval and drainage calculations are required if the work alters existing drainage patterns. Post-construction flow rates entering Hennepin County’s drainage system, overland or through pipes, shall not exceed pre-construction rates for the two, 10 and 100-year events. From < https://www.hennepin.us/your-government/ordinances/ordinance-22> Please send over water resources report when it is ready. Let me know if you have any questions, Christina Neel (she/her)Development Review CoordinatorTransportation Project DeliveryOffice: 612-596-0244christina.neel@hennepin.us | hennepin.us From: Seth Gellman <SGellman@corcoranmn.gov> Sent: Tuesday, September 23, 2025 9:22 AM To: Natalie Davis <ndavis@corcoranmn.gov>; Dwight Klingbeil <DKlingbeil@corcoranmn.gov>; Kendra Lindahl <klindahl@landform.net>; Hegland, Steven <steven.hegland@stantec.com>; Kroeze, Caleb <caleb.kroeze@stantec.com>; Kevin Mattson <kmattson@corcoranmn.gov>; Lauren Letsche <LLetsche@corcoranmn.gov>; Ryan Burns <rburns@corcoranmn.gov>; Matt Gottschalk <mgottschalk@corcoranmn.gov>; Transportation.Plats <Transportation.Plats@hennepin.us>; tod.sherman@state.mn.us Subject: [External] 25-035 Lano Sketch Plan Good morning all, Please see attached documents related to new project: 25-035 Lano Sketch Plan. Please submit all comments by 10/13/2025. 333 Thank you! Disclaimer: If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly permanently delete this message from your computer system. Caution: This email originated from outside of Stantec. Please take extra precaution. Attention: Ce courriel provient de l'extérieur de Stantec. Veuillez prendre des précautionssupplémentaires. Atención: Este correo electrónico proviene de fuera de Stantec. Por favor, tome precaucionesadicionales. Caution: This email originated from outside of Stantec. Please take extra precaution. Attention: Ce courriel provient de l'extérieur de Stantec. Veuillez prendre des précautionssupplémentaires. Atención: Este correo electrónico proviene de fuera de Stantec. Por favor, tome precaucionesadicionales. Disclaimer: If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly permanently delete this message from your computer system. 334 33 5 33 6 33 7 33 8 Application for Sketch Plan at 23580 Hwy 55 1 Lano Equipment APPLICATION FOR SKETCH PLAN REVIEW CITY OF CORCORAN, MN PROJECT NARRATIVE Applicant: Lano Equipment Owner: Hwy 55 Properties 6140 Highway 10 NW Ramsey, MN 55303 Location: 23580 State Highway No. 55 PIDs: 3111923340007, 3111923340001 and generally, the south 60-feet along southerly property line of PID 3111923340008 Zoning: C-2 Community Commercial Land Use: Commercial Site Size: Approximately 11.8 Acres (Excluding existing ROW easements on CSAH-19 & HWY 55) Request: Sketch Plan Review INTRODUCTION Lano Equipment (Applicant) is requesting Sketch Plan review for consideration and feedback of the proposed redevelopment of 23580 Hwy 55, Corcoran, MN. Lano Equipment operates from site and shares the existing co-tenant building with Spike and Houles. Both commercial/retail businesses are successful and growing. To support their operations, the Owner, which is affiliated with Lano Equipment, is proposing to redevelop the site with a new ~44,000 SF building footprint (two-story at southeast corner), upgraded retail and employee parking, retail equipment display areas and relocated outdoor storage areas. The site is located at the northwest corner of the Highway 55 and CR-19 intersection and is surrounded by other small rural businesses uses as shown on Figure 1: Existing Conditions – Surrounding Business Uses. The following narrative provides a summary of existing site conditions, proposed site plan, operations plan and conceptual architectural plans. EXISTING SITE CONDITIONS AND OPERATIONS The existing site is comprised of two parcels, denoted as Parcel 1 and Parcel 2 on the As-Built Certificate of Survey (See Figure 2). The Owner also has an agreement with abutting property along the northerly property 339 Application for Sketch Plan at 23580 Hwy 55 2 Lano Equipment line to purchase a 60-foot strip of land identified as “Road Easement per Doc. No. 8460149” which is shown on the survey (See Figure 2: Certificate of Survey). All three areas, Parcel 1, 2 and Easement, are proposed to be combined as part of the redevelopment process to bring the development into greater compliance with the City’s ordinance requirements (See Figure 3: Proposed Lot Combination). Currently, the site is developed with the following improvements (Figure 4: Sketch Plan and Figure 5: Sketch Plan & Aerial): • ~19,400 SF principal structure with two tenants (Lano Equipment and Spike & Houles • ~10,650 SF of accessory buildings • ~6.1 Acres of graveled area (used primarily for outdoor storage purposes, some equipment display) • ~6,000 SF of paved outdoor display on the southeast corner of CR-19 and Hwy 55, • ~2.2 Acres of paved parking and equipment display area • Two existing driveway connections to Highway 55 from the south property line, and one existing driveway connecting to CR-19 on the east. The existing operations are served by private well and septic and other small utilities serve the operation. A wetland delineation is in progress for the site; however, based on the National Wetland Inventory (NW) there is a small wetland area in the northeast corner of the site (See Figure 6: Existing Conditions – Natural Resources). There are no existing stormwater management facilities on site as the development predates the current stormwater rules. PROPOSED REDEVELOPMENT PROGRAM Building Program The Applicant is proposing to redevelop the site with a new approximately 54,800 SF building (~44,000 SF footprint) with two tenant spaces. A summary of each tenant space is provided (See Figures 8-XX: Architectural Concept Plans): • Tenant Space 1 (Spike & Houles): The west wing of the L-shaped building will be built out for Spike & Houles operations and comprises approximately 13,530 SF. The spaces is primarily open merchandise/retail/customer space and is supported by two offices, a break room and restrooms. • Tenant Space 2 (Lano Equipment): The east ~41,270 SF of the building will be built out for Lano Equipment’s operations. The buildout comprises two floors. o Floor 1: The first floor is generally divided into two areas – south and north.  South Area: includes sales/inside display area, storage and parts, bathrooms, and offices. The second floor includes  North Area: includes equipment bays, shop and service area with drive-thru, tool room, large equipment bays and washroom. o Floor 2 – Mezzanine Level: The mezzanine level is employee space (not accessible to the general public) and includes offices, break room, training room and conference room space Accessory Building The Applicant proposes to retain the existing approximately 6,600 SF accessory building located centrally on the site and to remove (demolish) the smaller approximately 4,050 SF accessory building as part of the site redevelopment. The accessory building is intended to be used consistently with the approved CUP which permits storage of equipment associated with the business operations. 340 Application for Sketch Plan at 23580 Hwy 55 3 Lano Equipment Access & Parking The site is currently accessed by two driveways on Highway 55 and one driveway on CR-19. The proposed redevelopment utilizes the existing westerly curb cut on Hwy 55 as the primary driveway from the south, and the reconfiguration of the site will eliminate the existing Hwy 55 east driveway that currently provides direct access to the equipment display/sales area. The outdoor display area will be reconfigured to connect with the new parking lot thereby eliminating the need for the additional curb cut. The existing access driveway from CR-19 will be retained and no changes are proposed. Equipment Display The equipment display area will be reconfigured to connect with proposed parking lot areas that are to be improved with blacktop and striping. This will allow for a more cohesive and organized equipment display area. Currently equipment and product display co-mingled with outdoor storage area and is not always on hard surface/blacktop. With the site redevelopment, all equipment and product display will be on hard surface and will not be co-mingled with the dedicated outdoor storage area. Outdoor Storage The Outdoor Storage area will be reconfigured and moved behind the new principal structure and proposed parking area. To determine the amount of legally non-conforming storage associated with the operations historical aerial analysis was conducted. In 2013 as part of the CUP application process for the Accessory Building there was approximately 4.0 acres of gravel and/or outdoor storage area on the site. The Applicant acknowledges that the gravel and/or outdoor storage area gradually expanded and that the increase was not part of the CUP. Therefore, the Applicant is proposing to revert to ~4.0 acres of fenced gravel area consistent with the legally non-conforming area that was previously established for the operations. Further, the Applicant believes that moving, but not expanding, the outdoor storage area behind the principal structure, new parking lot and landscaped buffer will significantly improve the character of the site. Stormwater Management There are no existing stormwater management facilities on site since it was developed prior to the current rules being adopted. The redevelopment will trigger compliance with current stormwater management rules which includes onsite volume, rate and quality control. The Sketch Plan shows a large stormwater pond on the northeast corner of the site to manage surface water onsite. A full stormwater analysis will be completed as part of the development plan submittal. Utilities The proposed redevelopment will be served by a private well and independent septic. The existing septic system is located along the north property line and will need to be upgraded and/or replaced. As shown on the Sketch Plan there are two potential areas where a new septic system could be located. Location and design will be determined as part of the development plan submittal. Landscape Improvements Landscape improvements along the frontage of Highway 55 and CR-19 are proposed to comply with the City Ordinances to allow for reduced building and parking setbacks. There is existing equipment display on the site which is legally non-conforming, and therefore we propose to continue this use, but setback the display area from the additional right-of-way requested by MNDOT and Hennepin County. The static equipment display area is intended to allow for display of products/equipment and visibility from the right-of-way is critical. Additional landscaping in and around the stormwater pond and potential septic areas will be developed as part of the development plan submittal. 341 APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.22.2025CITY OF CORCORAN SKETCH PLAN SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES PRINCIPAL STRUCTURE: HEIGHT: 35’ SIZE: 43,500 SF PARKING: 210 STALLS OUTDOOR STORAGE: ~4 ACRES IMPERVIOUS COVERAGE: ~75% FOR CONCEPTUAL PURPOSES ONLY LEGEND PROPERTY BOUNDARY ROW SETBACK (SBL) BUILDING SETBACK LINE (BSBL) OUTDOOR STORAGE PROPOSED STRUCTURE FENCE OVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE ORNAMENTAL TREE UNDERSTORY SHRUB 25’ SPIKES & HOULES 14,400 SF LANO EQUIPMENT 28,800 SF POTENTIAL SEPTIC AREA #1 POTENTIAL SEPTIC AREA #2 OUTDOOR STORAGE ~4 ACRES ST A T I C E Q U I P M E N T D I S P L A Y POND ADDITIONAL ROW EASEMENT AREA (MNDOT & CO) 20’ SBL 20’ SB L 60’ SB L SBL BSBL SBL-PARKING BSBL BS B L 60’ 25’ 1” = 40’ FIGURE 4. SKETCH PLAN 342 SITE SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES SURROUNDING BUSINESS USES PID 3111923340007 LANO EQUIPMENT SPIKES & HOULES FEED, SEED & PET SUPPLY PID 3111923340008 W. LANDSCAPES, INC. PID 3111923340006 PETERSON MOTOR WORKS USAUTO FLEET GROUP CROWN EAGLE AUTOS INC. PID 3111923340005 ANDY’S LAWN CARE PID 0611823210001 DOBO’S BAKERY & CAFE PID 0611823120006 KOCH’S KORNER PID 0611823210003 MOTLEY AUTO SERVICE PID 0611823120004 BAGY JO, INC. PID 3111923340007PID 3111923340007 PID PID 06118232100020611823210002 PID PID 06118232100010611823210001 PID PID 06118231200060611823120006 PID PID 06118231200040611823120004 PID PID 31119234300013111923430001 PID PID 06118232100030611823210003 PID PID 06118232400020611823240002 PID PID 06118232200020611823220002 PID 3111923320001PID 3111923320001 PID 3111923340006PID 3111923340006 PID PID 31119233400053111923340005 PID 3111923340008PID 3111923340008 PID 3111923340008PID 3111923340008 LEGEND PROPERTY BOUNDARY 200FT BUFFER Source: Metropolitan Council, MNGEO 20 0 ’ APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN FIGURE 1. EXISTING CONDITIONS - SURROUNDING BUSINESS USES 343 APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN FIGURE 2. CERTIFICATE OF SURVEY 344 SKETCH PLAN SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES LEGEND PROPERTY BOUNDARY ROW 1” = 80’ APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN PID 3111923340008 (TO BE COMBINED WITH PARCEL 3111923340007) PID 3111923340007 PID 3 1 1 1 9 2 3 3 4 0 0 0 1 (T O B E C O M B I N E D W I T H PA R C E L 3 1 1 1 9 2 3 3 4 0 0 0 7 ) FIGURE 3. PROPOSED LOT COMBINATION 345 SKETCH PLAN SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES PRINCIPAL STRUCTURE: HEIGHT: 35’ SIZE: 43,500 SF PARKING: 210 STALLS OUTDOOR STORAGE: ~4 ACRES IMPERVIOUS COVERAGE: ~75% FOR CONCEPTUAL PURPOSES ONLY LEGEND PROPERTY BOUNDARY ROW SETBACK (SBL) BUILDING SETBACK LINE (BSBL) OUTDOOR STORAGE PROPOSED STRUCTURE FENCE OVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE ORNAMENTAL TREE UNDERSTORY SHRUB 1” = 80’ APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN 25’ SPIKES & HOULES 14,400 SF LANO EQUIPMENT 28,800 SF POTENTIAL SEPTIC AREA #1 POTENTIAL SEPTIC AREA #2 OUTDOOR STORAGE ~4 ACRES ST A T I C E Q U I P M E N T D I S P L A Y POND ADDITIONAL ROW EASEMENT AREA (MNDOT & CO) 20’ SBL 20’ SB L 60’ SB L SBL BSBL SBL-PARKING BSBL BS B L FIGURE 4. SKETCH PLAN 60’ 25’ 346 SKETCH PLAN SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES PRINCIPAL STRUCTURE: HEIGHT: 35’ SIZE: 43,500 SF PARKING: 210 STALLS OUTDOOR STORAGE: ~4 ACRES IMPERVIOUS COVERAGE: ~75% FOR CONCEPTUAL PURPOSES ONLY LEGEND PROPERTY BOUNDARY ROW SETBACK (SBL) BUILDING SETBACK LINE (BSBL) OUTDOOR STORAGE PROPOSED STRUCTURE FENCE OVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE ORNAMENTAL TREE UNDERSTORY SHRUB 1” = 80’ Source: Metropolitan Council, MNGEO APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN 25’ SPIKES & HOULES 14,400 SF LANO EQUIPMENT 28,800 SF POTENTIAL SEPTIC AREA #1 POTENTIAL SEPTIC AREA #2 OUTDOOR STORAGE ~4 ACRES ST A T I C E Q U I P M E N T D I S P L A Y POND ADDITIONAL ROW EASEMENT AREA (MNDOT & CO) 20’ SBL 20’ SB L 60’ SB L SBL BSBL SBL-PARKING BSBL BS B L 60’ 25’ FIGURE 5. AERIAL & SKETCH PLAN 347 SITE SUMMARY TOTAL AREA: 11.8 ACRES PID 3111923340001: 0.31 ACRES PID 3111923340007: 10.3 ACRES PID 3111923340008: 1.2 ACRES PRINCIPAL STRUCTURE: HEIGHT: XX’ SIZE: 19,300 SF PARKING: 42 STALLS OUTDOOR STORAGE: ~4 ACRES IMPERVIOUS COVERAGE: ~79% LEGEND PROPERTY BOUNDARY NWI WETLANDS ELEVATION 1056 1054 10 5 2 10 5 8 1 0 5 0 10 6 0 1062 10 64 1 0 6 6 1068 10 4 8 1070 10 7 2 10 7 4 10 64 1 0 6 6 1050 1 0 5 8 1 0 4 8 1058 1054 1072 1 0 6 8 1056 105 6 1 0 7 2 1 0 5 6 1 0 7 0 1066 10 5 4 1 0 5 2 10 6 4 1 0 5 0 1 0 7 2 1060 1070 1054 1050 1048 10 5 0 1 0 5 0 1060 1052 1056 1 0 6 0 1 0 5 2 1070 1 0 5 8 1058 1050 105 6 10 6 2 1 0 6 0 1 1 0 5 0 10 5 0 1 0 6 2 1050 10 5 4 1070 0 100 20050 Feet HIGHWAY 55 CO U N T Y R O A D 1 9 Source: Metropolitan Council, MNDNR, MNGEO APPLICATION FOR SKETCH PLAN REVIEW - LANO EQUIPMENT 09.12.2025CITY OF CORCORAN FIGURE 6. EXISTING CONDITIONS - NATURAL RESOURCES 348 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A0.0 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 SCALE: 1' = 1'-0"1 25008 Lano Eq Corcoran 04-15-25 - SE View - Close 0 1/2'' 1''2''SCALE: 1' = 1'-0"2 25008 Lano Eq Corcoran 04-15-25 - SW View Close 0 1/2'' 1''2'' SCALE: 1' = 1'-0"4 25008 Lano Eq Corcoran 04-15-25 - SE View 0 1/2'' 1''2''SCALE: 1' = 1'-0"3 25008 Lano Eq Corcoran 04-15-25 - NW View - Aerial 0 1/2'' 1''2'' SCALE: 1' = 1'-0"5 25008 Lano Eq Corcoran 04-15-25 - NE View - Aerial 0 1/2'' 1''2'' All Weather Insulated Panels All Weather Insulated Panels All Weather Insulated Panels Clear Anodized Aluminum Exterior Storefront Windows and Doors Boulder Creek Concrete Simulated Stone. Montana Pattern. Jasper Color Haas 700 Series Overhead Garage Doors 34 9 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A1.1 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 18'-0" 16'-0" 18'-0" 16'-0" 18'-0" 16'-0" 18'-0" 14'-0" 3' x 7' 3' x 7' 10'-0" 10'-0"3' x 7' 7' 3' 3' x 7' 3' x 7' 3' x 7' 18'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 7'-2" by 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 7'6' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 18'-0" 14'-0" 18'-0" 14'-0" 18'-0" 14'-0" 3' x 7' 3' x 7' 8' 12' 7'6' 22'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 10'-0" 10'-0" 7'-2" by 7'7'6' 7'-2" by 7' 3' x 7' 3' x 7' 3' x 7' 7'-2" by 7' 7' 6' 7'-2" by 7' 3' x 7' 3' x 7' 7' 6' 7'6'22'-0" 14'-0"22'-0" 14'-0"A A B B C C D D E E F F G G H H I I J J K K 7 7 6 6 5 5 1 1 2 2 3 3 4 4 1 A1.2 1 A1.3 1 A1.4 2 A2.2 2 A2.1 1 A2.2 1 A2.1 1 A3.1 1 A3.1 3 A3.1 3 A3.1 2 A3.1 2 A3.1 1 A3.2 1 A3.2 2A3.2 2A3.2 45'50'45' 20' 60'60' 160'120' 280' 25 ' 25 ' 20 ' 25 ' 25 ' 25 ' 30 ' 20 ' 20 ' 25 ' 50 ' 45 ' 95 ' 14 5 ' 24 0 ' 144'-7 1/2" 7 3/4" 14'-8 3/4" 10 ' 80 ' N SCALE: 1/16" = 1'-0"1 First Story Floor Plan - Overall 0 8' 16'32' PLAN NORTH 35 0 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A1.2 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 18'-0" 14'-0" 3' x 7' 10'-0" 10'-0" 3' x 7' 8' 12' 3' x 7' 10'-0" 10'-0" 7'-2" by 7' 7'6' 7'-2" by 7' 3' x 7' 3' x 7' 3' x 7' 7'-2" by 7' 7' 6' 7'-2" by 7' 3' x 7' 3' x 7' 7' 6' 7'6'22'-0" 14'-0"22'-0" 14'-0" A B C D E F G 51234 1 A2.2 1 A2.1 2 A3.1 1 A3.2 1 A3.2 2 A3.2 2A3.2 25 ' 25 ' 2 0 ' 25 ' 25 ' 25 ' 50 ' 45 ' 95 ' 24 0 ' 10 ' 80 ' 20'12'16'14'12'66'-6"19'-6" 14 ' - 8 " 22'-9 1/8" 10'15' 15' 160' 45'50'45'20' Stihl Display Wall Covered Exterior Receiving Area Lube Storage Skid Steer Bay 15'x30' No. Stair A Spike & Houles Merchantile Space 200 A: 13,530 sq ft Vest 200 Vest 200 Office 200 Office 200Break 200 Men 200 Women 200 N SCALE: 1/8" = 1'-0"1 Enlarged Plan - Spikes & Houles 0 4' 8'16' PLAN NORTH 35 1 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A1.3 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 10'-0" 10'-0" 3' x 7' 7' 3' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 7'-2" by 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 7'6' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 8' 12' 7'6' 22'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' A B C D E 7651 A2.1 3 A3.1 2 A3.1 6'-6" 8' 1 0 ' 8'-2 1/4" 22'-9 1/8"10'-7/8"10'17'-7 1/2"9'-6 1/2"10'10'10'10'10' 12 ' 52 ' 12 ' - 2 " 1 3 ' - 1 0 " 40'20' 6' 23'7'12'12' 10'10'8'6'-10" 7'-1"7'-1"7'12'12' 8' 8' - 7 " 9' - 5 " 19 ' 12 ' 16 ' 18 ' 120' 60'60'20' Reception Desk Stihl Display Wall Display Wall Covered Exterior Receiving Area Office 200 A: 103 sq ft Office 200 A : 108 sq ft Office 200 A: 108 sq ft Office 200 A : 108 sq ft Office 200 A: 108 sq ft Office 200 A : 106 sq ft Pa r t s D e s k 20 0 A : 1 8 7 s q f t Parts Storage 200 A: 2,518 sq ft Office 200 A : 132 sq ft Rental 200 A: 65 sq ft Sales Display 200 A: 3,619 sq ft Waiting 200 A : 199 sq ftStair A 200 Vest 200 Office 200 A : 136 sq ft Elevator 200 A: 50 sq ft Office 200 A: 110 sq ft Office 200 A : 149 sq ft Office 200 A : 154 sq ft Men 200 A : 50 sq ft Women 200 A : 50 sq ft Vending 200 A: 111 sq ft Me c h 20 0 A : 1 0 3 s q f t Stor. 200 A: 54 sq ft Toilet 200 A : 48 sq ft Service Office 200 A: 340 sq ft Se r v i c e D e s k 20 0 A : 1 4 8 s q f t SCALE: 3/16" = 1'-0"1 Enlarged Plan - First Story - Lano Sales/ Office 0 4'8' 12' 35 2 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A1.4 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 18'-0" 16'-0" 18'-0" 16'-0" 18'-0" 16'-0" 18'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 18'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 18'-0" 14'-0" 18'-0" 14'-0" 18'-0" 14'-0" 3' x 7' 3' x 7' 3' x 7' E F G H I J K 7654 2 A2.2 2 A2.1 1 A3.1 1 A3.1 3 A3.1 2 A3.2 20'60'60' 120' 280' 19'-6" 25 ' 30 ' 20 ' 2 0 ' 2 5 ' 30 ' 40'20' 6'23'7'12'12' 10'15'15'15'5'15'15'15'15' 15'15'15'15'15'15'5'25' 60'12'12'12'12'12' Lawn Mower Bay 12'x20' No. 1 Large Equipment Bay 20'x60' No. 1 Large Equipment Bay 20'x60' No. 2 Skid Steer Bay 15'x30' No. 6 7 Ton Bridge Crane Lawn Mower Bay 12'x20' No. 2 Lawn Mower Bay 12'x20' No. 3 Lawn Mower Bay 12'x20' No. 4 Lawn Mowe r Bay 12'x20' No. 5 Lube Storage Skid Steer Bay 15'x30' No. 7 Skid Steer Bay 15'x30' No. 5 Skid Steer Bay 15'x30' No. 4 Skid Steer Bay 15'x30' No. 3 Skid Steer Bay 15'x30' No. 2 Skid Steer Bay 15'x30' No. 1 Skid Steer Bay 15'x30' No. 9 Skid Steer Bay 15'x30' No. 8 Skid Steer Bay 15'x30' No. 10 Skid Steer Bay 15'x30' No. 11 Skid Steer Bay 15'x30' No. 12 Skid Steer Bay 15'x30' No. 13 Walking Path Walking Path Tool Room 200 A : 659 sq ft Shop/ Service 200 A : 14,042 sq ft Wash Bay 200 A: 2,862 sq ft N SCALE: 1/8" = 1'-0"1 Enlarged Plan - First Story - Lano Shop 0 4' 8'16' PLAN NORTH 35 3 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A1.5 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' 3' x 7' A B C D E F G H I 7651234 1 A3.1 1 A3.1 3 A3.1 2 A3.1 1 A3.2 1 A3.2 2A3.2 2 A3.2 40'12' 7' 7'23'7'24' 18 ' 46 ' 26 ' 22'-11 1/2" 9'-8 1/4" 12'-10 1/4" 12'-6" 12'12'18'20' 9' - 1 " 1 5 ' - 1 1 " 65 ' 12 ' - 9 " 39 ' 6 ' 6 ' - 1 1 " 29'-9"20' 6'-3" 24' 6' 8' Open To Sales Display Below Open To Waiting Below Open To Parts Belo w Open To Shop/ Service Below Conf. 200 A: 345 sq ft Office 2.1 200 A: 197 sq ft Office 2.7 200 A: 131 sq ft Open Office 200 A : 991 sq ft CoEd Locker 200 A : 298 sq ft Lockers 200 Tlt 200 Shwr 200 Tlt 200 Tlt 200 Tlt 200Mech 200 Office 2.7 200 A : 131 sq ft Break 200 A: 586 sq ft Training 200 A : 752 sq ft N SCALE: 3/32" = 1'-0"1 Second Story Floor Plan 0 8'16' 24' PLAN NORTH 35 4 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A2.1 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 1 2 3 4 5 6 7 -3'-4" 0" 20' 30'30' 10' 14'14' 16' 14' 10' 16' 7' 2'-6" 23' 18' 23' 7' SLOPE 1/2":1' S L O PE 1 /2 ":1 ' 7 6 5 4 3 2 1 -4' 0" 10' 14' -3'-4" SCALE: 3/32" = 1'-0"1 South Exterior Elevation - Overall 0 8'16' 24' SCALE: 3/32" = 1'-0"2 North Exterior Elevation - Overall 0 8'16' 24' ALL WEATHER INSULATED PANELS (AWIP) HR SERIES (HR5- W) COLONIAL RED - R-19 DECORATIVE LED LIGHTING FOR SIGN CONCRETE SIMULATED STONE THIN VENEER AWIP INSULATED MTL PANELS - HEAVY EMBOSSED (HE40) LIGHT FRENCH GRAY - R-19 AWIP INSULATED MTL PANELS - HEAVY EMBOSSED (HE40) SLATE GRAY - R19 FULL LITE, ALUM FRAMED OVERHEAD DOORS. ANODIZED ALUM FINISH BACK LIT SIGNAGE STL CANOPY WRAPPED WITH PERFIN MTL AND FINISHED W/ EPDM MEMBRANE - SLATE BLUE ALUM STOREFRONT WDW - CLEAR, TEMPERED, INSULATED GLASS SUSPEDED CANOPY W/ 1" STL SUSPENSION RODS AND PREFIN MTL - SLATE BLUE BACK LIT PRODUCT SIGNAGE 35 5 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A2.2 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 K J I H G F E D C B A A B C D E F G H I J K SCALE: 3/32" = 1'-0"1 West Exterior Elevation - Overall 0 8'16' 24' SCALE: 3/32" = 1'-0"2 East Exterior Elevation - Overall 0 8'16' 24' ROOF TO BE ALL WEATHER INSULATED PANELS (AWIP) - STANDING SEAM (SR2). SLATE GRAY. R-25 CONT. INSUL PANEL = R-11 LINER INSUL. - TYP 35 6 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A3.1 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 5 6 7 22' -3'-4" 0" 16' 30' 4'-8" 10'-2" SLOPE 1/2":1' 1 2 3 4 5 6 7 35' 26'-8" 20' -3'-4" 0" SLOPE 1/2":1' S L O PE 1 /2":1 ' A B C D F G H I J K SCALE: 1/8" = 1'-0"1 Building Section N/S Shop Area 0 4' 8'16' SCALE: 3/32" = 1'-0"2 Building Section W/E Longitudinal 0 8'16' 24' SCALE: 3/32" = 1'-0"3 Building Section -N/S Lano 0 8'16' 24' TYP ROOF - AWIP INSULATED MTL PANELS (R-25) OVER R-11 LINER INSULATION. TYP EXTERIOR WALLS - AWIP INSULATED MTL PANELS (R-19). CONFIRM IF MTL LINER PANEL OR STL STUDS/ GYP BD FINISH AT INTERIOR TYP FLOOR AT SHOP - 6" REINF CONCRETE SLAB OVER VAPOR BARRIER OVER 6" GRANULAR FILL 8" CMU FDN OVER P.I.P CONT. REINF. CONC FTG. TYP FIRST FLOOR AT LANO SALES/ OFFICE AND AT SPIKES & HOULES: 4" BURNISHED, REINF CONC. OVER VAPOR BARRIER OVER 6" GRANULAR FILL. SECOND STORY FLOOR TO BE 4" CONC. OVER 1 1/2" MTL DECKING OVER STL BAR JOIST/ BEAMS 35 7 Date Last Revised: Copyright Michael J. Thomas Architect, LLC. All rights reserved. The architectural works depicted herein are the sole property of Michael J. Thomas Architect, LLC and may not be constructed or used without its expressed written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the buildings(s) depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due to Michael J. Thomas Architect, LLC and, in absence of any written agreement to the contrary, is limited to a one- time use on the site indicated on these plans. MJT Project No: File Name: 25008 Lano Eq Corcoran 04-15-25.pln Drawn By: 25008 Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 23592 Minnesota License No.: 00-00-00 Date Signed: 03-30-25, 04-15-25 A3.2 4918 S. Tri Oak Circle NE East Bethel, MN 55092 Phone: 651-245-2346 Email: mjtallc2520@gmail.com Web:michaeljthomasarchitect.com SC A L E I N D I C A T E D B A S E D U P O N P R I N T E D 2 4 " X 3 6 " ( A R C H I T E C T U R A L D ) S H E E T Pr e l i m i n a r y D o N o t U s e f o r C o n s t r u c t i o n La n o E q u i p m e n t Ne w S a l e s , S e r v i c e , & R e n t a l F a c i l i t y 23 5 8 0 S t a t e H i g h w a y 5 5 Lo r e t t o , M N 5 5 3 5 7 A A B B C C D D D C B A SCALE: 1/8" = 1'-0"1 Building Section - N/S Tenant Space 0 4' 8'16' SCALE: 1/8" = 1'-0"2 Building Section - N/S Tenant Space - Looking East 0 4' 8'16' 35 8 STAFF REPORT Agenda Item: 9.a Council Meeting: November 13, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Elm Creek Watershed - Alternate Commissioner Appointment Action Required: Approval Summary At the September 25th, 2025, City Council meeting a motion was made and approved to accept the resignation of Alternate Commissioner Anderson effective December 31st, 2025; declare a vacancy; support for multiple Alternate Commissioners; and authorize staff to publish the vacancy and schedule appointment discussions. The Elm Creek Watershed confirmed with staff that there is no limit to the number of alternates we can have, however, we can only have one "voting" commissioner. The city received 4 applications for Alternate Commissioner(s) to the Elm Creek Watershed. The selection subcommittee conducted interviews on October 28th, 2025. Alternate Commissioner Anderson and staff are supportive of creating designated First Alternate and Second Alternate roles to help "build a bench" of knowledge and experience in Corcoran's watershed representation. A recommendation for appointment(s) will be presented at the City Council meeting on November 13th, 2025. Financial/Budget N/A Options Consider appointment(s) for the Elm Creek Watershed Alternate Commissioner role. Decline. Recommendation Consider appointment(s) for the Elm Creek Watershed Alternate Commissioner role. Council Action Consider a motion to appoint individual(s) as Alternate Commissioner(s) with role designation as identified, First Alternate Commissioner and Second Alternate Commissioner. Attachments 1. Watershed_Commission_Application_Casserly__K._redacted_Redacted.pdf 2. 2025-07-15 Watershed Commission Application - Bottema, R._Redacted.pdf 3. 2025-07-18 Watershed Commission Application J. Bottema_Redacted.pdf 4. 2025-10-21 Watershed Commission Application J. Fernandez_Redacted.pdf 359 36 0 36 1 362 363 364 365 366 36 7 36 8 STAFF REPORT Agenda Item: 9.b Council Meeting: November 13, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: City Council Labor Agreement Negotiation Liaison(s) Action Required: Direction Summary The existing labor agreement representing police officers expires at the end of 2025. Staff would like to begin discussion with the union and requests direction from the Council on whether a member or members of the City Council would like to act as a Council liaison(s) for those discussions. Financial/Budget A new labor agreement will outline various items which have an impact on salaries and benefits. Options 1. Provide staff direction on whether or not a Councilmember(s) would like to act as a liaison(s) for labor agreement negotiations. Recommendation Staff recommends that at least one member of the City Council act as a liaison for labor agreement negotiations. Council Action Consider a motion to appoint up to two members of the City Council as liaisons for labor agreement negotiations. 369 STAFF REPORT Agenda Item: 13.a Council Meeting: November 13, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: 2025 City Council Schedule Action Required: Information Only Recommendation Information Only Council Action Information Only Attachments 1. 2025 City Council Meeting Calendar as of 11-06-25.docx 370 1 2025 CITY OF CORCORAN Meetings Mayor Contracted Services Council Tom McKee tmckee@corcoranmn.gov Planning 612-638-0225 Council Quarterly Work Sess. Council Members Engineer 763-479-4209 Planning Commission Michelle R. Friedrich michelle.friedrich@corcoranmn.gov Building Inspector 763-479-1720 Parks & Trails Commissions Mark Lanterman mlanterman@corcoranmn.gov City Assessor 612-348-2943 City Holiday Jeremy Nichols jnichols@corcoranmn.gov Septic / Henn Co. 612-543-5200 Alternative Meeting Dates Dean Vehrenkamp dvehrenkamp@corcoranmn.gov Republic Services 763-972-3335 JANUARY S M T W T F S 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 FEBRUARY S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 6 7 8 MARCH S M T W T F S 23 24 25 26 27 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 APRIL S M T W T F S 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 MAY S M T W T F S 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 JUNE S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 JULY S M T W T F S 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 AUGUST S M T W T F S 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 SEPTEMBER S M T W T F S 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 OCTOBER S M T W T F S 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 NOVEMBER S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 DECEMBER S M T W T F S 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 371 2 372 3 City of Corcoran 2025 City Council Schedule (as of November 06, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. November 13, 2025: Work Session Administration and Public Works/Enterprise Budgets November 13, 2025  Quarterly Financial Report  Lano Sketch Plan  All Seasons CUP and Site Plan  T. Scherber Site Plan Amendment  City Park Easement Wright-Hennepin Electric  Plymouth SWAT Joint Powers Agreement  ALPR Camera Update  Pioneer Trail Industrial Park Final Plat Extension  Utility Facility Access Proposal  Enterprise Fund Budgets  Ravinia Warranty/Acceptance Update  LMAC Agreement Update  Finance Director Recruitment and Hiring  Resolution for Acting City Clerk Karen Heiden  Space Needs Final Report  Quarterly Financial Report November 25, 2025* (NOTE: Tuesday)  Set Fee Schedule  CJN E-Briefing  Escrow Write-Offs  Wright-Hennepin Electric Easement  Brandsted CUP  Hennepin County Letter Support  Phil’s Auto  Schmid’s Hidden Valley  Budget Guidance  Charitable Gambling December 11, 2025  IT Retention  Drone Policy  Firearms Ordinance  Solid Waste Hauler License Renenwals  M&J Variance  Truth in Taxation - 2026 Levy  Public Hearing – Ordinance Amending the Charter  Charter Commission Appointments & Resignations  City Administrator Review  Collective Bargaining Agreement 373