Loading...
HomeMy WebLinkAbout2025-08-14 Council Agenda Packet1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations a.Pete Ekenberg - 10 Year Service Award 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to August 14, 2025 c.Resolution 2025-78 Appointing Brandon Heinz as Acting Public Works Operations Superintendent d.Resolution 2025-79 Appointment of a Vacant Position For the City of Corcoran, Minnesota e.Resolution 2025-83 Appointing Lieutenant Darren Bohlsen as Acting Deputy Director of Public Safety f.Resolution 2025-84 Appointing Deputy Director Ryan Burns as Acting Director of Public Safety g.Heritage (City) Park Improvements- Change Order #1 h.Heritage (City) Park Improvements- Pay Request #1 i.Heritage Park Remaster - Change Order #2 j.Heritage Park - Building Special Inspection Quotes k.Hunters Ridge Turn Lane Improvements- Pay Request 1 l.Stieg Road Improvements - Pay Request 11 m.CR 116 and 79th Place Turn Lane Improvements - Pay Request 1 n.Water Treatment Plant - Change Order 12 o.Water Treatment Plant - Pay Request 27 p.Hope Meadows 2nd Addition - Early Site Grading Work Agreement q.Chisholm Trail Street Improvements - Bid Award r.Test Well 3 - Engineering Design Proposal 7.Planning a.Upward Acres Lot Line Adjustment and Drainage and Utility Easement Vacation 8.Unfinished Business a.Assessment Hearing Chisholm Trail Improvements Project b.Domino's Mural Discussion 9.New Business Corcoran City Council - Regular Session Agenda August 14, 2025 7:00 PM 1 a.Tuition Reimbursement Discussion 10.Staff Reports 11.Council Reports 12.City Council Schedule a.2025 City Council Schedule 13.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: August 14, 2025 Prepared By: Deb Johnson, City Clerk Topic: Pete Ekenberg - 10 Year Service Award Action Required: Council Action 3 STAFF REPORT Agenda Item: 6.a Council Meeting: August 14, 2025 Prepared By: Karen Heiden, Deputy Clerk Debra Johnson, City Clerk Topic: Approval of Minutes Action Required: Approval Recommendation Approve July 24, 2025 City Council Work Session Minutes and July 24, 2025 City Council Meeting Minutes Council Action Approve July 24, 2025 City Council Work Session Minutes and July 24, 2025 City Council Meeting Minutes Attachments 1. 2025-07-24 DRAFT Council Minutes.docx 2. 2025-07-24 DRAFT Council Work Session Minutes.pdf 4 City of Corcoran City Council Minutes July 24, 2025, 7pm 1 The Corcoran City Council met on July 24, 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, Assistant City Administrator Williams, Community Development Director Davis McKeown, Director of Public Safety Gottschalk, Human Resource Generalist Ganner, Communications Specialist Headrick, Engineering Development Superintendant Letsche, 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 Mayor McKee stated that 7a and 8a were updated. MOTION: made by Friedrich, seconded by Vehrenkamp to approve the agenda as amended. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 4. Presentation 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.  Wendell Brainerd, 9901 Lily Pond Lane, Corcoran, MN addressed the Council with concerns with the road eroding by his residence.  Linda Schmidt, 6501 Elm Street, Corcoran, MN addressed the Council regarding culverts on Elm Street and Horseshoe Trail. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved July 10, 2025 City Council Minutes. b. Financial Claims Action – Approved Financial Claims to July 24, 2025. c. Resolution 2025-75 Appointing Watershed Commissioner Action – Adopted Resolution 2025-75 Appointing Loren Evenrud to Watershed Commission. d. Employee Handbook Updates Action – Approved Updates. e. Paid Family Medical Leave Decision Action – Approved the MetLife proposal for Minnesota Paid Leave, Short-Term Disability, Long- Term Disability, and Ancillary Benefits. f. Website Proposal Action – Approved the Revize proposal and authorized staff to include $11,500 in the 2026 budget for the website transition . g. Heritage Park CPA Action – Adopted Resolution 2025-76 Approving Comprehensive Plan Amendment. h. Horseshoe Trail Water Main Extension 5 City of Corcoran City Council Minutes July 24, 2025, 7pm 2 Action – Reviewed and accepted the plans and specifications for the Horseshoe Trail Watermain Extension plans. i. Resolution 2025-77 Set Date for Chisholm Trail Assessments Action – Adopted Resolution 2025-77 Approved A Resolution Calling for an Assessment Hearing for the Chisholm Trail Improvements Project. j. City Park Geotechnical Action – Reviewed and Awarded the Site Geotechnical Services contract to Haugo Geotechnical Services for the City Park Project. MOTION: made by Nichols, seconded by Vehrenkamp to approve consent agenda items 6a-6j. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 7. Planning a. Heather Meadows Buffer Zone Community Development Director Davis gave a brief report to Council. Council asked questions. MOTION: made by Friedrich, seconded by Lanterman to approve Resolution 2025-63 Approving revisions to Variance Resolution 2024-52 Approving Variances for Heather Meadows 3rd Addition. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 8. Unfinished Business a. Contract Award Space-Need Analysis City Administrator Tobin gave report to Council. BKV was identified as the preferred consultant to complete Corcoran’s Space-Needs Analysis for city facilities for several reasons spelled out according to the evaluation criteria identified in the Request f or Proposal. MOTION: made by McKee, seconded by Lanterman to approve authorization of staff to move forward with engagement of recommended contractor BKV to conduct the space needs assessment for city facilities. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 9. New Business a. 2026 Budget Goals and Priorities Administrator Tobin encouraged council to provide any additional feedback on any goals or priorities that they wish to focus on during the 2026 budget conversation as discussions begin in August that were not already discussed in previous work sessions. 10. Staff Reports  City Administrator Tobin discussed water usage awareness. The City of Corcoran is obligated to adhere to the Maple Grove water restrictions. In an effort to bring awareness, the city will add a notice to the next utility billing. 11. Council Reports  Councilor Vehrenkamp commented on the Hamel Rodeo and also thanked the three Fire Service Partners who helped with the event and the Stanchion for events that took place during the weekend.  Councilor Vehrenkamp also commented on communications with Hennepin County regarding the roundabout project on 116  Councilor Friedrich mentioned issues with semi trucks coming in and out of the Tavera development and issues with J-breaking and also brought it to the staff’s attention that subcontractors have been working past 7 pm. 6 City of Corcoran City Council Minutes July 24, 2025, 7pm 3  Mayor McKee mentioned upcoming events: Night to Unite, Burschville Summerfest, Country Daze and St. Thomas Festival, tractor pull and demo derby. 12. City Council Schedule a. 2025 City Council Schedule 13. Adjournment MOTION: made by Nichols, seconded by Friedrich to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Lanterman (Motion carries: 5:0) Mayor McKee adjourned the meeting at 7:45 p.m. July 24, 2025 Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 7 City of Corcoran City Council Work Session Minutes July 24, 2025 1 The Corcoran City Council met on July 24, 2025, in Corcoran, Minnesota. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present were City Administrator Tobin, City Clerk Johnson, Assistant City Administrator Williams, City Attorney Thames, Community Development Director Davis McKeown, and Director of Public Safety Gottschalk. OIGINAL 1. Call to Order Mayor McKee called the work session to order at 5:00 pm 2. Fire Service Planning This work session is a continuation of the Fire Services Planning discussion held on May 8, 2025. At that time, staff were directed to reach out to the city’s three contracted fire service partners—West Metro, Hanover, and Rogers Fire Departments—to gauge their interest in participating in the upcoming space needs study. Administrator Tobin emphasized the importance of revisiting the findings from the 2018 Fire Services Study conducted by ESCI, which highlighted critical coverage needs in the rapidly growing east- central area of the MUSA indicating a need for an additional fire station. Additionally, the 2019 recommendations from the Corcoran Fire Subcommittee, which addressed existing service gaps, were discussed. The timing of the space needs analysis presents a strategic opportunity to align the city's broader facility goals and priorities with the planning and development of a new fire service facility. Public Safety Director Gottschalk provided background and history (timeline) of the Fire Services discussion dating back to 2015 resulting in a Fire Services Study which was completed in June 2018 by ESCI. In July, 2018, the Council appointed a subcommittee consisting of two council members, the three Fire Chiefs (Loretto, Hanover, Roger) and the Director of Public Safety to follow up with the recommendations of the study. The subcommittee analyzed the report by ESCI and made recommendations for priorities and implementation moving forward with a Fire Services Plan. The council then directed staff to develop a work plan containing the endorsed recommendations. In February 2022, the new Council endorsed the previously adopted work and directed the development of a work plan. The council evaluated and adopted the presented work plan in September 2021. At this time staff wishes to continue the fire service planning discussion and asked Council for direction on the space needs analysis partnerships and East central service gap guidance. Representatives from all three fire services were present and were asked to let Council know if there was a desire to continue with discussions and taking part in the space-needs analysis. Hanover Fire Chief, Dave Malewicki, addressed the Council and stated that Hanover Fire Department wants to continue being a partner and are willing to take part in the discussions. Rogers Fire Chief, Pat Farrens, addressed the Council and stated that the Rogers Fire Department is interested and wishes to take part in the discussions. West Metro Fire Chief, Jeff Leuer, addressed the Council and stated that the West Metro Fire Department is interested and wishes to take part in the discussions. 8 City of Corcoran City Council Work Session Minutes July 24, 2025 2 The Council provided feedback and directed staff to continue space needs discussions, including a fire service component. Staff were also instructed to engage with Maple Grove Fire to explore options for addressing the service gap in the east-central area. 3. Adjournment Motion: made by Nichols, seconded by Friedrich to adjourn Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) The Work Session was adjourned at 6:27 pm on Thursday, July 24, 2025. Respectfully submitted, _____________________________________ Debra Johnson – City Clerk 9 STAFF REPORT Agenda Item: 6.b Council Meeting: August 14, 2025 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to August 14, 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. 20250814 council.pdf 10 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37573-37610 Financial Claims 07/31/2025 268,486.13$ 268,486.13$ CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37611-37668 Financial Claims 08/07/2025 98,106.64$ 98,106.64$ Total Expenditures Approved Check Register Check Register Total Expenditures Approved Agenda Item: 6b 2 Agenda Item: 6b 1 Council Meeting: 08/14/2025 Prepared By: Reed Kottke, Accountant 11 CLAIMS PENDING COUNCIL APPROVAL Check Range: 37669-37679 Financial Claims 08/14/2025 1,292,672.44$ 492,181.52$ 1,784,853.96$ Date Vendor Amount Description 7/17/2025 MINNESOTA STATE RETIREMENT SYSTEM 2,737.56$ PP14 DEFERRED COMPENSATION PRE-TAX/ROTH CONTRIBUTIONS 7/18/2025 MINNESOTA DEPARTMENT OF REVENUE 234.37$ JUNE PETROLEUM TAX RETURN 7/18/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,224.26$ PP14 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 7/21/2025 OPTUM CLAIM 1,425.00$ DEPENDENT CARE FSA FUNDING REQUEST 7/23/2025 OPTUM CLAIM 2,575.00$ REQUIRED MINIMUM FUNDING FSA ACCOUNT 7/24/2025 ADP TAX 48,290.50$ PP15 TAX WITHHOLDING 7/24/2025 ADP WAGE PAY 128,067.78$ PP15 NET PAY 7/24/2025 OPTUM FINANCIAL 6,250.27$ PP15 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 7/25/2025 ADP PAYROLL FEES 155.04$ JULY WORKFORCE NOW HUMAN CAPITAL MANAGEMENT SUITE 7/29/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,420.61$ PP15 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 7/29/2025 MINNESOTA STATE RETIREMENT SYSTEM 3,008.36$ PP15 DEFERRED COMPENSATION PRE-TAX/ROTH CONTRIBUTIONS 7/30/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 36,929.93$ PP15 PENSION CONTRIBUTIONS 8/1/2025 ADP PAYROLL FEES 457.97$ PP15 PROCESSING FEE 8/1/2025 CIGNA 669.28$ JULY ANCILLARY HEALTH INSURANCE PREMIUMS 8/1/2025 HEALTHPARTNERS 54,785.62$ AUGUST HEALTH INSURANCE PREMIUMS 8/1/2025 METLIFE 1,858.94$ AUGUST DENTAL INSURANCE PREMIUMS 8/1/2025 STANDARD INSURANCE COMPANY 1,979.01$ AUGUST LIFE INSURANCE PREMIUMS 8/4/2025 COMCAST 538.35$ JULY STATEMENT CITY HALL INTERNET 8/4/2025 COMCAST 129.52$ JULY STATEMENT PUBLIC WORKS TELEPHONE 8/4/2025 OPTUM CLAIM 2,275.32$ DEPENDENT CARE FSA FUNDING REQUEST 8/4/2025 THE HARTFORD 2,389.74$ JULY DISABILITY INSURANCE PREMIUMS 8/4/2025 T-MOBILE 415.54$ JULY STATEMENT PUBLIC WORKS UTILITIES CELLULAR 8/4/2025 T-MOBILE 389.70$ JULY STATEMENT PUBLIC WORKS OPERATIONS CELLULAR 8/4/2025 VERIZON 1,275.45$ JULY STATEMENT CITY HALL/POLICE CELLULAR 8/4/2025 XCEL ENERGY 22.44$ JULY STATEMENT 9700 CO RD 19 ELECTRIC 8/4/2025 XCEL ENERGY 73.58$ JULY STATEMENT WATER TOWER ELECTRIC 8/4/2025 XCEL ENERGY 372.71$ JULY STATEMENT BELLWETHER STREET LIGHTS ELECTRIC 8/4/2025 XCEL ENERGY 1,242.25$ JULY STATEMENT PUBLIC WORKS ELECTRIC 8/5/2025 CENTERPOINT ENERGY 40.40$ JULY STATEMENT CITY PARK/CITY HALL NATURAL GAS 8/5/2025 CENTERPOINT ENERGY 125.74$ JULY STATEMENT PUBLIC WORKS NATURAL GAS 8/5/2025 MEDSURETY 30.00$ AUGUST COBRA ADMINISTRATION 8/5/2025 REPUBLIC SERVICES 1,213.20$ JULY STATEMENT REFUSE/RECYCLING/ORGANICS CITY HALL 8/5/2025 REPUBLIC SERVICES 346.89$ JULY STATEMENT CITY PARK REFUSE/RECYCLING 8/5/2025 REPUBLIC SERVICES 198.99$ JULY STATEMENT PUBLIC WORKS REFUSE 8/5/2025 REPUBLIC SERVICES 114.53$ JULY STATEMENT WILDFLOWER PARK REFUSE 8/7/2025 ADP TAX 45,565.74$ PP16 TAX WITHHOLDING 8/7/2025 ADP WAGE PAY 122,619.16$ PP16 NET PAY 8/7/2025 US BANK 14,732.77$ AUGUST STATEMENT PURCHASING CARD MANAGING ACCOUNT Total 492,181.52$ Check Register Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval Automatic Deduction / Electronic Fund Transfer / Other Disbursement Agenda Item: 6b 3 Council Meeting: 08/14/2025 Prepared By: Reed Kottke, Accountant 12 BANK CODE: GEN CHECK DATE: 07/31/2025 INVOICE PAY DATE FROM 07/31/2025 TO 07/31/2025 07/31/2025 08:56 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 130.99 0.00 30.99 ACME TOOLS156037573GEN07/31/2025 125.00 0.00 25.00 ALTA207137574GEN07/31/2025 4520.86 0.00 520.86 AMAZON CAPITAL SERVICES227037575GEN07/31/2025 186,372.75 0.00 6,372.75 CARSON, CLELLAND & SCHREDER5337576GEN07/31/2025 213,688.65 0.00 13,688.65 CARSON, CLELLAND, & SCHREDER5337577GEN07/31/2025 1954.84 0.00 954.84 CDW GOVERNMENT183137578GEN07/31/2025 1822.50 0.00 822.50 CENTERPOINT ENERGY 115237579GEN07/31/2025 9##325.74 51.90 377.64 CINTAS - 4705637580GEN07/31/2025 71,707.16 0.00 1,707.16 CITY OF CORCORAN281337581GEN07/31/2025 212,368.85 0.00 12,368.85 COMPUTER INTEGRATION TECH242737582GEN07/31/2025 13,494.40 0.00 3,494.40 CORE & MAIN LP234637583GEN07/31/2025 12,629.00 0.00 2,629.00 DAILY PRINTING INC319137584GEN07/31/2025 1179.00 0.00 179.00 FERGUSON WATERWORKS #2518190437585GEN07/31/2025 1345.00 0.00 345.00 GEOTHERMAL CONCEPT310437586GEN07/31/2025 1304.97 0.00 304.97 GREAT AMERICA FINANCIAL SERVICES322437587GEN07/31/2025 1137.50 0.00 137.50 HAMEL RODEO INC322837588GEN07/31/2025 1700.00 0.00 700.00 HULS BROKERAGE INC323037589GEN07/31/2025 24##5,699.75 54.50 5,754.25 LANDFORM PROFESSIONAL SERVICES21137590GEN07/31/2025 11,000.00 0.00 1,000.00 LEAGUE OF MN CITIES INSUR.TRST159437591GEN07/31/2025 1399.00 0.00 399.00 MASSMAN GEOTHERMAL & MECHANICA174037592GEN07/31/2025 21,312.99 0.00 1,312.99 CITY OF MEDINA5937593GEN07/31/2025 31,222.68 0.00 1,222.68 MENARDS MAPLE GROVE16737594GEN07/31/2025 1724.60 0.00 724.60 METRO SALES INC224537595GEN07/31/2025 14,123.00 0.00 4,123.00 MINNESOTA UI FUND252237596GEN07/31/2025 1500.00 0.00 500.00 MOTOROLA SOLUTIONS INC133437597GEN07/31/2025 142.07 0.00 42.07 NAPA AUTO PARTS - Corcoran12637598GEN07/31/2025 190.00 0.00 90.00 NORTH LIGHT COLOR317537599GEN07/31/2025 1840.00 0.00 840.00 NP STRATEGIES LLC322937600GEN07/31/2025 267.75 0.00 67.75 ODP BUSINESS SOLUTIONS, LLC13037601GEN07/31/2025 1350.00 0.00 350.00 OERTEL ARCHITECTS192737602GEN07/31/2025 1180.90 0.00 180.90 OMANN BROTHERS, INC. 306737603GEN07/31/2025 1231.15 0.00 231.15 OPTUM219837604GEN07/31/2025 1240.00 0.00 240.00 READY WATT ELECTRIC135037605GEN07/31/2025 1377.00 0.00 377.00 RUSSELL SECURITY RESOURCE INC218037606GEN07/31/2025 1378.00 0.00 378.00 SANDI'S SCREEN PRINTING247237607GEN07/31/2025 4##1,634.24 150.34 1,784.58 SITE ONE LANDSCAPE SUPPLY217037608GEN07/31/2025 70200,830.66 0.00 200,830.66 STANTEC CONSULTING SERVICES170837609GEN07/31/2025 3##3,635.13 5,335.13 8,970.26 ZIEGLER INC22337610GEN07/31/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 38 Num Invoices: 175 Total Amount: 268,486.13 13 BANK CODE: GEN CHECK DATE: 08/07/2025 INVOICE PAY DATE FROM 08/07/2025 TO 08/07/2025 08/07/2025 12:09 PM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 110,833.00 0.00 10,833.00 ABDO LLP537611GEN08/07/2025 5##807.08 21.00 828.08 ACME TOOLS156037612GEN08/07/2025 3324.02 0.00 324.02 AMAZON CAPITAL SERVICES227037613GEN08/07/2025 44,051.79 0.00 4,051.79 BEAUDRY OIL COMPANY62237614GEN08/07/2025 1682.00 0.00 682.00 BS& A SOFTWARE265937615GEN08/07/2025 2##21.52 31.93 53.45 CINTAS - 4705637616GEN08/07/2025 5551.09 0.00 551.09 CINTAS - 4705637617GEN08/07/2025 1463.75 0.00 463.75 CITY OF CORCORANREFUNDBD37618GEN08/07/2025 1911.25 0.00 911.25 CITY OF CORCORANREFUNDBD37619GEN08/07/2025 1118.75 0.00 118.75 CITY OF CORCORANREFUNDBD37620GEN08/07/2025 1390.00 0.00 390.00 CITY OF CORCORANREFUNDBD37621GEN08/07/2025 172.50 0.00 72.50 CITY OF CORCORANREFUNDBD37622GEN08/07/2025 1735.00 0.00 735.00 CITY OF CORCORANREFUNDBD37623GEN08/07/2025 1318.75 0.00 318.75 CITY OF CORCORANREFUNDBD37624GEN08/07/2025 1233.75 0.00 233.75 CITY OF CORCORANREFUNDBD37625GEN08/07/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37626GEN08/07/2025 163.75 0.00 63.75 CITY OF CORCORANREFUNDBD37627GEN08/07/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37628GEN08/07/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37629GEN08/07/2025 1106.25 0.00 106.25 CITY OF CORCORANREFUNDBD37630GEN08/07/2025 1722.50 0.00 722.50 CITY OF CORCORANREFUNDBD37631GEN08/07/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD37632GEN08/07/2025 1148.75 0.00 148.75 CITY OF CORCORANREFUNDBD37633GEN08/07/2025 1680.00 0.00 680.00 CITY OF CORCORANREFUNDBD37634GEN08/07/2025 2145.00 0.00 145.00 CULLIGAN DEPARTMENT 8509319337635GEN08/07/2025 1899.46 0.00 899.46 EMBEDDED SYSTEMS, INC.8237636GEN08/07/2025 4921.32 0.00 921.32 GALLS, LLC22637637GEN08/07/2025 1629.10 0.00 629.10 GOPHER STATE ONE CALL225337638GEN08/07/2025 1169.31 0.00 169.31 GREAT AMERICA FINANCIAL SERVICES322437639GEN08/07/2025 11,981.49 0.00 1,981.49 GUARDIAN FLEET SAFETY293637640GEN08/07/2025 1277.00 0.00 277.00 HAUGO GEOTECHNICAL SERVICES LL196937641GEN08/07/2025 12,375.03 0.00 2,375.03 HAWKINS INC323137642GEN08/07/2025 1320.48 0.00 320.48 HENN CO SHERIFF68837643GEN08/07/2025 11,336.50 0.00 1,336.50 ITL PATCH COMPANY INC36437644GEN08/07/2025 1159.38 0.00 159.38 LANO EQUIPMENT10937645GEN08/07/2025 1168.10 0.00 168.10 LANO EQUIPMENT10937646GEN08/07/2025 12,961.72 0.00 2,961.72 LENNARMISC37647GEN08/07/2025 13,225.14 0.00 3,225.14 LENNARMISC37648GEN08/07/2025 13,967.01 0.00 3,967.01 LENNARMISC37649GEN08/07/2025 1301.02 0.00 301.02 CITY OF MAPLE GROVE5837650GEN08/07/2025 1280.00 0.00 280.00 MARIE RIDGEWAY LICSW, LLC256137651GEN08/07/2025 264.19 0.00 64.19 MENARDS MAPLE GROVE16737652GEN08/07/2025 144,282.70 0.00 44,282.70 METROPOLITAN COUNCIL137537653GEN08/07/2025 196.34 0.00 96.34 MIDWEST MACHINERY CO.227537654GEN08/07/2025 14 BANK CODE: GEN CHECK DATE: 08/07/2025 INVOICE PAY DATE FROM 08/07/2025 TO 08/07/2025 08/07/2025 12:09 PM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 2240.00 0.00 240.00 NORTH LIGHT COLOR317537655GEN08/07/2025 1870.00 0.00 870.00 NORTHLAND SECURITIES, INC.183737656GEN08/07/2025 5118.99 0.00 118.99 ODP BUSINESS SOLUTIONS, LLC13037657GEN08/07/2025 11,203.15 0.00 1,203.15 REPUBLIC SERVICES13837658GEN08/07/2025 172.00 0.00 72.00 RUSSELL SECURITY RESOURCE INC218037659GEN08/07/2025 1750.00 0.00 750.00 SCHLENNER WENNER & CO CPA PA321737660GEN08/07/2025 3587.88 0.00 587.88 STREICHER'S POLICE EQUIPMENT14837661GEN08/07/2025 124.00 0.00 24.00 SURPLUS SERVICES303137662GEN08/07/2025 1457.92 0.00 457.92 TEAMSTER LOCAL 320158837663GEN08/07/2025 1263.20 0.00 263.20 TERMINAL SUPPLY CO174237664GEN08/07/2025 15,180.00 0.00 5,180.00 ULINE177037665GEN08/07/2025 11,095.00 0.00 1,095.00 ULTIMATE CLEANERS LLC266337666GEN08/07/2025 1115.00 0.00 115.00 UNGERMANMISC37667GEN08/07/2025 1227.46 0.00 227.46 US BANKCORP EQUIPMENT FINANCE186037668GEN08/07/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 58 Num Invoices: 84 Total Amount: 98,106.64 15 BANK CODE: GEN CHECK DATE: 08/14/2025 INVOICE PAY DATE FROM 08/14/2025 TO 08/14/2025 08/07/2025 12:27 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1196,479.30 0.00 196,479.30 ASPHALT SURFACE TECHNOLOGIES CORP323437669GEN08/14/2025 190,204.60 0.00 90,204.60 CORRECTIVE ASPHALT MATERIALS, LLC310537670GEN08/14/2025 2157,176.95 0.00 157,176.95 FEHN COMPANIES186837671GEN08/14/2025 183,465.20 0.00 83,465.20 CITY OF MAPLE GROVE5837672GEN08/14/2025 155,796.62 0.00 55,796.62 METRO WEST INSPECTION SERVICES11737673GEN08/14/2025 130,613.59 0.00 30,613.59 METROPOLITAN COUNCIL ENVIRO226737674GEN08/14/2025 1444,427.83 0.00 444,427.83 RICE LAKE CONSTRUCTION GROUP308537675GEN08/14/2025 120,515.18 0.00 20,515.18 SHAW TRUCKING INC296037676GEN08/14/2025 137,899.30 0.00 37,899.30 SR WEIDEMA193937677GEN08/14/2025 125,877.00 0.00 25,877.00 STANTEC CONSULTING SERVICES170837678GEN08/14/2025 1150,216.87 0.00 150,216.87 TRANSWEST TRUCKS323337679GEN08/14/2025 Num Stubs: 0Num Checks: 11 Num Invoices: 12 Total Amount: 1,292,672.44 16 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37573 3757330.99 07/31/2514693838ORDER 26190628-000, PARKSACME TOOLS07/16/25100-45200-50210 30.99 Total For Check 37573 Check 37574 3757425.00 07/31/2523153YEARS OF SERVICE AWARDALTA07/17/25100-41900-50210 25.00 Total For Check 37574 Check 37575 3757566.46 07/31/251XX4-63CC-944HCOPY PAPERAMAZON CAPITAL SERVICES07/17/25100-42100-50200 37575189.42 07/31/251GQX-6GYX-DDRFMISC OFFICE SUPPLIESAMAZON CAPITAL SERVICES07/21/25100-42100-50200 3757579.90 07/31/2516FR-GJ1X-CVPNMISC OFFICE SUPPLIESAMAZON CAPITAL SERVICES07/21/25100-42100-50200 37575185.08 07/31/251334-Y3LR-6JJD3M WORKTUNES HEARING PROTECTION X 2AMAZON CAPITAL SERVICES07/21/25100-45200-50210 520.86 Total For Check 37575 Check 37576 37576812.00 07/31/257896-2CK REQ BROCKTON JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576348.00 07/31/257896-3CK REQ CAMP SOLBERG JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576362.50 07/31/257896-4CK REQ FAIRWAY SHORES JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576123.25 07/31/257896-5CK REQ HEATHER MEADOWS 3RD JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576290.00 07/31/257896-6CK REQ KEEFE MINOR JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 3757636.25 07/31/257896-7CK REQ LARKIN ROAD JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576145.00 07/31/257896-8CK REQ BALL SUB SCHMID VALLEY JUNE 2025CARSON, CLELLAND & SCHREDER07/30/25100-00000-22205 37576275.50 07/31/257733-2CK REQ BROCKTON BUSINESS MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576203.00 07/31/257733-3CK REQ CAMP SOLBERG MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576710.50 07/31/257733-4CK REQ CHASTEK FARMS MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576826.50 07/31/257733-5CK REQ HEATHER MEADOWS 3RD MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 3757672.50 07/31/257733-6CK REQ HOPE MEADOWS MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576217.50 07/31/257733-7CK REQ KARINIEMI ACRES MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 3757679.75 07/31/257733-8CK REQ KEEFE MINOR SUBDIVISION MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576899.00 07/31/257733-9CK REQ KWIK TRIP MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 375761.50 07/31/257733-10CK REQ NEW MAHAVAN MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 37576897.50 07/31/257733-11CK REQ NEW MAHAVAN MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 3757672.50 07/31/257733-12CK REQ ST THOMAS MAY 2025CARSON, CLELLAND & SCHREDER07/21/25100-00000-22205 6,372.75 Total For Check 37576 Check 37577 37577101.50 07/31/257733-1CITY ATTORNEY MAY 2025CARSON, CLELLAND, & SCHREDER05/30/25100-00000-22205-056 3757772.50 07/31/257896CITY ATTORNEY JUNE 2025CARSON, CLELLAND, & SCHREDER06/30/25100-00000-22205-056 375773,465.50 07/31/257733-1CITY ATTORNEY MAY 2025CARSON, CLELLAND, & SCHREDER05/30/25100-41600-50300 375774,446.65 07/31/257896CITY ATTORNEY JUNE 2025CARSON, CLELLAND, & SCHREDER06/30/25100-41600-50300 375772,984.50 07/31/257733-1CITY ATTORNEY MAY 2025CARSON, CLELLAND, & SCHREDER05/30/25100-42100-50304 375772,618.00 07/31/257896CITY ATTORNEY JUNE 2025CARSON, CLELLAND, & SCHREDER06/30/25100-42100-50304 13,688.65 Total For Check 37577 Check 37578 37578954.84 07/31/25AE7W85PFHD MONITOR X 4CDW GOVERNMENT06/27/25100-41920-50210 954.84 Total For Check 37578 Check 37579 37579822.50 07/31/25ER0002ESCROW REFUND - KARINIEMI WCACENTERPOINT ENERGY 09/11/24100-00000-22205-047 822.50 Total For Check 37579 Check 37580 3758021.73 07/31/254237135792BLACK MATS-CITY HALLCINTAS - 47007/16/25100-41900-50400 17 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37580 3758021.73 07/31/254237781647BLACK MATS-CITY HALLCINTAS - 47007/23/25100-41900-50400 3758030.20 07/31/254237135699UNIFORMS & SUPPLIESCINTAS - 47007/16/25100-43100-50400 3758026.30 07/31/254237135794SHOP SUPPLIESCINTAS - 47007/16/25100-43100-50400 375805.72 07/31/254237781609UNIFORMS & SUPPLIESCINTAS - 47007/23/25100-43100-50400 3758026.30 07/31/254237781682SHOP SUPPLIESCINTAS - 47007/23/25100-43100-50400 3758064.68 07/31/254237135699UNIFORMS & SUPPLIESCINTAS - 47007/16/25100-43100-50417 3758072.70 07/31/254237781609UNIFORMS & SUPPLIESCINTAS - 47007/23/25100-43100-50417 37580(12.98)07/31/259329180858CREDIT MEMO UNIFORMS-PAVEYCINTAS - 47007/11/25601-49400-50210 37580(12.98)07/31/259329180862CREDIT MEMO UNIFORMS-PAVEYCINTAS - 47007/11/25601-49400-50210 3758042.73 07/31/254237135699UNIFORMS & SUPPLIESCINTAS - 47007/16/25601-49400-50210 375805.69 07/31/255280956601RESTOCK FIRST AID CABINET-UTCINTAS - 47007/16/25601-49400-50210 375805.72 07/31/254237781609UNIFORMS & SUPPLIESCINTAS - 47007/23/25601-49400-50210 37580(12.97)07/31/259329180858CREDIT MEMO UNIFORMS-PAVEYCINTAS - 47007/11/25602-49450-50210 37580(12.97)07/31/259329180862CREDIT MEMO UNIFORMS-PAVEYCINTAS - 47007/11/25602-49450-50210 3758042.73 07/31/254237135699UNIFORMS & SUPPLIESCINTAS - 47007/16/25602-49450-50210 375805.69 07/31/255280956601RESTOCK FIRST AID CABINET-UTCINTAS - 47007/16/25602-49450-50210 375805.72 07/31/254237781609UNIFORMS & SUPPLIESCINTAS - 47007/23/25602-49450-50210 325.74 Total For Check 37580 Check 37581 375811,239.94 07/31/2520250701-28200 CO RD 116 UT JUNE 2025CITY OF CORCORAN07/01/25100-41900-50382 3758129.17 07/31/2520250701-38055 CITY CENTER DRIVE IRRIGATION UT JUNE 2025CITY OF CORCORAN07/01/25100-45200-50382 3758152.67 07/31/2520250701-620200 CO RD 50 UT JUNE 2025CITY OF CORCORAN07/01/25100-45200-50382 3758129.17 07/31/2520250701-76620 CO RD 116 UT JUNE 2025CITY OF CORCORAN07/01/25100-45200-50382 3758191.67 07/31/2520250701-16604 WILDFLOWER TRL UT JUNE 2025CITY OF CORCORAN07/01/25100-45200-50382 37581227.98 07/31/2520250701-410120 CO RD 116 UT JUNE 2025CITY OF CORCORAN07/01/25601-49400-50380 3758136.56 07/31/2520250701-510120 CO RD 116 IRRIGATION UT JUNE 2025CITY OF CORCORAN07/01/25601-49400-50380 1,707.16 Total For Check 37581 Check 37582 375825,276.00 07/31/25407995AUG 2025 MNTLY AGRMNTS-PREM SVCS, SIEM, BACKUP SIRISCOMPUTER INTEGRATION TECH07/15/25100-41920-50300 375825,113.40 07/31/25407670AGREEMENT OFFICE 365: PHONE, TEAMS, NCE - JULY 2025COMPUTER INTEGRATION TECH07/15/25100-41920-50308 375821,979.45 07/31/25407995AUG 2025 MNTLY AGRMNTS-PREM SVCS, SIEM, BACKUP SIRISCOMPUTER INTEGRATION TECH07/15/25100-41920-50308 12,368.85 Total For Check 37582 Check 37583 375833,494.40 07/31/25X27839436 GOLDPRO WTIB SOLID 20' 36PP20NP X 60CORE & MAIN LP07/07/25100-43100-50225 3,494.40 Total For Check 37583 Check 37584 375842,629.00 07/31/252423132025 Q3 NEWSLETTER PRINTINGDAILY PRINTING INC07/21/25100-41900-50300 2,629.00 Total For Check 37584 Check 37585 37585179.00 07/31/2505511091 MTR GSKT 1/16 X 500FERGUSON WATERWORKS #251807/17/25601-49400-50227 179.00 Total For Check 37585 Check 37586 37586345.00 07/31/25#73ONSITE SERVICEGEOTHERMAL CONCEPT07/08/25100-41900-50401 345.00 Total For Check 37586 Check 37587 3758730.50 07/31/2539572948AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES06/30/25100-41900-50413 37587137.23 07/31/2539572948AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES06/30/25601-49400-50413 18 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37587 37587137.24 07/31/2539572948AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES06/30/25602-49450-50413 304.97 Total For Check 37587 Check 37588 37588137.50 07/31/253779PROGRAM ADS WITH STANCHIONHAMEL RODEO INC06/25/25100-41900-50210 137.50 Total For Check 37588 Check 37589 37589700.00 07/31/2548708MMA RIP RAPHULS BROKERAGE INC06/30/25100-43100-50225 700.00 Total For Check 37589 Check 37590 37590(54.50)07/31/2536814-2WALCOTT GLEN FP & FPUD (22-036) 20250531LANDFORM PROFESSIONAL SERVICES06/09/25100-00000-22205 3759027.25 07/31/2536792CK REQ RAVINIA 13TH MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536811CK REQ ST THERESE MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536814-3CK REQ WALCOTT GLENN MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759085.00 07/31/2536815CK REQ WHE FINAL PLAT MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536817CK REQ THARP CUP MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536820CK REQ KEEFE MINOR MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536823CK REQ CORCORAN STORAGE MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536824CK REQ PIONEER TRAIL MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536826CK REQ RED BARN MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536827CK REQ RUSH CREEK 4TH MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536829CK REQ CAMP SOLBERG MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536830CK REQ WOODLAND HILLS MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759042.50 07/31/2536831CK REQ KARINIEMI ORCHARD MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536832CK REQ HOPE MEADOWS MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536833CK REQ DOMINOS MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759054.50 07/31/2536835CK REQ UPWARD ACRES MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 37590154.75 07/31/2536836CK REQ HEATHER MEADOWS 3RD MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536837CK REQ OLD FARM RIDGE MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 375901,134.50 07/31/2536838CK REQ ST THOMAS MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 375903,532.00 07/31/2536839CK REQ BROCKTON BP MAY 2025LANDFORM PROFESSIONAL SERVICES07/30/25100-00000-22205 3759027.25 07/31/2536793RAVINIA 14TH 19-022 MAY 2025LANDFORM PROFESSIONAL SERVICES06/09/25100-00000-22205-058 3759054.50 07/31/2536818CITY WATERTOWER 22-057 MAY 2025LANDFORM PROFESSIONAL SERVICES06/09/25601-00000-16500 3759069.75 07/31/2536816NE WATER TREATMENT SITE 22-052 MAY 2025LANDFORM PROFESSIONAL SERVICES06/09/25601-00000-16500 5,699.75 Total For Check 37590 Check 37591 375911,000.00 07/31/259785LMC GL 403138 LUMEN TECHNOLOGIS LOSS DATE 7/19/24LEAGUE OF MN CITIES INSUR.TRST07/18/25100-43100-50430 1,000.00 Total For Check 37591 Check 37592 37592399.00 07/31/25221654655632SERVICE CALLMASSMAN GEOTHERMAL & MECHANICA07/18/25100-41900-50400 399.00 Total For Check 37592 Check 37593 37593562.99 07/31/2500008637SHARED SIGNAL LIGHTING 2/3/25 - 7/2/25CITY OF MEDINA07/08/25100-43100-50381 37593750.00 07/31/25202507312025 HAMEL RODEO POLICE RESERVESCITY OF MEDINA07/31/25201-42100-50210 1,312.99 Total For Check 37593 Check 37594 37594989.96 07/31/2552289FROTH-PAK SEALANT, GHA 15', CLEANERMENARDS MAPLE GROVE07/18/25100-43100-50223 3759419.20 07/31/2552059MARKING FLAG & PAINTMENARDS MAPLE GROVE07/14/25601-49400-50227 19 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37594 37594194.32 07/31/2552640MISC SUPPLIES - UTMENARDS MAPLE GROVE07/25/25601-49400-50227 3759419.20 07/31/2552059MARKING FLAG & PAINTMENARDS MAPLE GROVE07/14/25602-49450-50220 1,222.68 Total For Check 37594 Check 37595 37595724.60 07/31/25INV2841239COPIER 06/20/25 - 07/19/25 BILLINGMETRO SALES INC07/21/25100-41920-50210 724.60 Total For Check 37595 Check 37596 375964,123.00 07/31/252025Q22025 2ND QUARTER UNEMPLOYMENT BENEFITSMINNESOTA UI FUND07/08/25100-41500-50140 4,123.00 Total For Check 37596 Check 37597 37597500.00 07/31/258330309291DEPOT REPAIR SERVICEMOTOROLA SOLUTIONS INC07/23/25100-42100-50210 500.00 Total For Check 37597 Check 37598 3759821.04 07/31/25614667MISC EXACT FIT PARTSNAPA AUTO PARTS - Corcoran07/21/25601-49400-50210 3759821.03 07/31/25614667MISC EXACT FIT PARTSNAPA AUTO PARTS - Corcoran07/21/25602-49450-50210 42.07 Total For Check 37598 Check 37599 3759990.00 07/31/25INV57256024" X 26" 1-SIDED COROPLAST X 6NORTH LIGHT COLOR07/11/25100-45100-50213 90.00 Total For Check 37599 Check 37600 37600840.00 07/31/251231BRIDGE4PS PRO, SUPPORT, MGMNTNP STRATEGIES LLC07/10/25100-42100-50308 840.00 Total For Check 37600 Check 37601 3760152.76 07/31/25430289204001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC07/08/25100-41900-50200 3760114.99 07/31/25428377198001PLANNING SUPPLIESODP BUSINESS SOLUTIONS, LLC06/19/25100-41900-50210 67.75 Total For Check 37601 Check 37602 37602350.00 07/31/2520250529EGRESS CODE SHEETOERTEL ARCHITECTS05/29/25435-43100-50520 350.00 Total For Check 37602 Check 37603 37603180.90 07/31/2518836AC FINES MIXOMANN BROTHERS, INC. 07/15/25100-43121-50224 180.90 Total For Check 37603 Check 37604 37604231.15 07/31/250001777277HSA Q2 / FSA JUNE 2025 ACCOUNT FEEOPTUM07/14/25100-41900-50300 231.15 Total For Check 37604 Check 37605 37605240.00 07/31/252218055PROJECT 25-665 SIREN #1READY WATT ELECTRIC07/09/25100-42151-50404 240.00 Total For Check 37605 Check 37606 37606377.00 07/31/25A52657S0 28928- SVC EE ENTRY DOORRUSSELL SECURITY RESOURCE INC07/25/25100-42100-50223 377.00 Total For Check 37606 Check 37607 20 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37607 37607378.00 07/31/252025NITE TO UNITE SHIRTSSANDI'S SCREEN PRINTING07/22/25100-45100-50213 378.00 Total For Check 37607 Check 37608 37608918.97 07/31/25155915746-001MISC SUPPLIES & PARTS (CITY HALL)SITE ONE LANDSCAPE SUPPLY07/10/25100-41900-50221 3760894.71 07/31/25155792172-001DURA VALVE BOXES X 4SITE ONE LANDSCAPE SUPPLY07/08/25100-41900-50221 37608770.90 07/31/25156162501-001MISC SUPPLIES & PARTSSITE ONE LANDSCAPE SUPPLY07/16/25100-45200-50221 37608(150.34)07/31/25154657270-001 CRCREDIT OVERPAYMENT OF $150.34SITE ONE LANDSCAPE SUPPLY06/09/25100-45200-50221 1,634.24 Total For Check 37608 Check 37609 376096,667.34 07/31/252426489BELLWETHER 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205 37609961.05 07/31/252426515CORCORAN STORAGE II TURN LANE 7310 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205 376091,373.90 07/31/252426513WCA PROJECTS 6616 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205 376094,003.50 07/31/252407256CK REQ BROCKTON BP 7256 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 3760967.50 07/31/252407268CK REQ SOLBERG 7268 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376092,786.25 07/31/252407262CK REQ CHASTEK 2 7262 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609600.00 07/31/252407265CK REQ CONTINENTAL 7265 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609299.57 07/31/252407254CK REQ CORC STORAGE 2 7254 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 3760933.75 07/31/252407269CK REQ DOMINOS 7269 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609341.00 07/31/252407253CK REQ FAIRWAY SHORES 7253 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609916.50 07/31/252407257CK REQ HEATHER MDWS 3RD 7257 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376094,870.33 07/31/252407246CK REQ HOPE 7246 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609175.00 07/31/252407274CK REQ KARINIEMI ACRES 2ND 7274 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609408.00 07/31/252407267CK REQ KEEFE 7267 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609612.50 07/31/252407252CK REQ KWIK TRIP 7252 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609175.00 07/31/252407264CK REQ LOTHER 7264 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376094,672.50 07/31/252407270CK REQ NEW MAHAVAN 7270 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609414.15 07/31/252407272CK REQ NORLING 7272 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609175.00 07/31/252407271CK REQ OLD FARM RDG 7271 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609907.66 07/31/252407247CK REQ RED BARN 7247 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609135.00 07/31/252407260CK REQ SCHUTTE REZONING 7260 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609989.30 07/31/252407248CK REQ ST THERESE 7248 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376092,100.75 07/31/252407263CK REQ ST THOMAS 7263 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609811.42 07/31/252407259CK REQ UPWARD ACRES 7259 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376091,141.94 07/31/252407244CK REQ WALCOTT GLENN 7244 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376099,572.64 07/31/252407255CK REQ WOODLAND HILLS 7255 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609251.00 07/31/252407275CK REQ LARKIN RD 7275 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 3760915,711.50 07/31/252407280CK REQ HUNT RDG TURN LANE 7280 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609355.50 07/31/252407277-2CK REQ BALL SUBD WCA 7277 20250502STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376094,743.25 07/31/252426504CK REQ BROCKTON BP 6504 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609612.50 07/31/252426507CK REQ CHASTEK 2 6507 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609525.00 07/31/252426512CK REQ CK LK SUITE LIVING 6512 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609135.00 07/31/252426509CK REQ DOMINOS 6509 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609204.80 07/31/252426501CK REQ FAIRWAY SHORES 6501 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 3760957.70 07/31/252426501-2CK REQ FAIRWAY SHORES 6501-2 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609528.55 07/31/252426505CK REQ HEATHER MDWS 3RD 6505 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376094,056.69 07/31/252426495CK REQ HOPE 6495 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376091,333.29 07/31/252426516CK REQ HUNT RDG TURN LN 6516 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609854.49 07/31/252426496CK REQ RED BARN 6496 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609889.86 07/31/252426506CK REQ UPWD ACRES 6506 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609437.50 07/31/252426508CK REQ ST THOMAS 6508 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 376092,014.40 07/31/252426511CK REQ NORLING OSP 6511 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 3760911,762.01 07/31/252426503CK REQ WDLND HILLS 6503 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 21 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37609 37609951.56 07/31/252426493CK REQ WALCOTT GLENN 6493 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609360.00 07/31/252426510CK REQ NEW MAHAVAN 6510 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609827.46 07/31/252426502CK REQ CORC STORAGE II 6502 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609316.80 07/31/252426497CK REQ ST THERESE 6497 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609829.50 07/31/252426513-2CK REQ BRKTN BP WETLND REP 6513 20250530STANTEC CONSULTING SERVICES07/29/25100-00000-22205 37609510.26 07/31/252426500BECHTOLD FARM 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-013 37609827.46 07/31/252426490COOK LAKE HIGHLANDS 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-017 37609460.08 07/31/252426499KARINIEMI MEADOWS 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-044 376093,767.60 07/31/252407283HORSESHOE TRAIL WATERMAIN EXT 7433 20250502STANTEC CONSULTING SERVICES06/10/25100-00000-22205-056 376095,412.50 07/31/252407284OLD SETTLERS RD & HORSESHOE TRL RD IMPRVMNTS 7434 20250502STANTEC CONSULTING SERVICES06/10/25100-00000-22205-056 376097,718.80 07/31/252426520HORSESHOE TRAIL WATERMAIN EXT 7433 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-056 376091,488.75 07/31/252426521OLD SETTLERS RD & HORSESHOE TRL RD IMPRVMNTS 7434 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-056 3760917,663.31 07/31/252426491TAVERA 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-056 376091,662.45 07/31/252426488RAVINIA 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-058 37609833.34 07/31/252426494AMBERLY 1 2 BELLWETHER 6 7 9 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-087 3760911,542.29 07/31/252426525STIEG ROAD IMPROVEMENTS 4864 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-087 376094,394.56 07/31/252426492RUSH CREEK RESERVE 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-098 376092,797.80 07/31/252426498GARAGES TOO 6190 20250530STANTEC CONSULTING SERVICES07/18/25100-00000-22205-111 37609152.00 07/31/252407285NEW CONSTRUCTION INSPECTION 5488 20250502STANTEC CONSULTING SERVICES06/10/25100-42400-50300 376094,053.65 07/31/252426522NEW CONSTRUCTION INSPECTION 5488 20250530STANTEC CONSULTING SERVICES07/18/25100-42400-50303 376096,664.20 07/31/252407285NEW CONSTRUCTION INSPECTION 5488 20250502STANTEC CONSULTING SERVICES06/10/25100-42400-50303 376095,062.80 07/31/252426518CITY OF CORCORAN 2025 GENERAL 7387 20250530STANTEC CONSULTING SERVICES07/18/25100-43170-50300 376092,426.80 07/31/252426526CITY CTR DR AND 79 PL ST UTILITIES 5033 20250530STANTEC CONSULTING SERVICES07/18/25408-48010-50303 376097,215.45 07/31/252426517CHISHOLM TRAIL IMPROVEMENTS 7366 20250530STANTEC CONSULTING SERVICES07/18/25408-48013-50303-401 3760911,586.90 07/31/252426514CITY DOWNTOWN PARK 7229 20250530STANTEC CONSULTING SERVICES07/18/25415-45200-50300 3760933.75 07/31/252426487HACKAMORE ROAD ASSIST 6038 20250530STANTEC CONSULTING SERVICES07/18/25419-43100-50303 376092,418.95 07/31/252426527NE CORCORAN TRUNK 5275 20250530STANTEC CONSULTING SERVICES07/18/25601-49400-50300 376093,852.00 07/31/252426519CORCORAN CHLORINE STORAGE PSM PROGRAM 7404 20250530STANTEC CONSULTING SERVICES07/18/25601-49400-50303 376091,273.76 07/31/252426522NEW CONSTRUCTION INSPECTION 5488 20250530STANTEC CONSULTING SERVICES07/18/25601-49400-50303 376091,383.72 07/31/252407285NEW CONSTRUCTION INSPECTION 5488 20250502STANTEC CONSULTING SERVICES06/10/25601-49400-50303 376091,273.79 07/31/252426522NEW CONSTRUCTION INSPECTION 5488 20250530STANTEC CONSULTING SERVICES07/18/25602-49450-50303 376091,383.78 07/31/252407285NEW CONSTRUCTION INSPECTION 5488 20250502STANTEC CONSULTING SERVICES06/10/25602-49450-50303 200,830.66 Total For Check 37609 Check 37610 376105,335.13 07/31/25SI000660865SC00839581 PARTS/LABORZIEGLER INC06/24/25100-43100-50220 37610(5,335.13)07/31/25CN000070672CREDIT SC00839581 PARTS/LABORZIEGLER INC07/10/25100-43100-50220 376103,635.13 07/31/25SI000667567SC00839581 PARTS/LABORZIEGLER INC07/10/25100-43100-50220 3,635.13 Total For Check 37610 Check 37611 3761110,833.00 08/07/25509623AUGUST 2025 FINANCE MGR SERVICES 90122FS.ABDO LLP08/01/25100-41500-50300 10,833.00 Total For Check 37611 Check 37612 37612106.69 08/07/2514763914ORDER 26253209-000 MISC PARTSACME TOOLS08/01/25100-45200-50210 37612199.00 08/07/2514723235ORDER 26217020-000 UTACME TOOLS07/23/25100-45200-50210 37612(21.00)08/07/2514428448 CMCREDIT FROM 5/23/25 ON STATEMENTACME TOOLS08/01/25100-45200-50210 3761223.39 08/07/2514717100ORDER 26211710-000, SHOPACME TOOLS07/22/25100-45200-50210 37612499.00 08/07/2514759342ORDER 26249060-000 RIHINO PULL 1000 LB WINCHACME TOOLS07/31/25601-49400-50220 807.08 Total For Check 37612 Check 37613 3761367.48 08/07/251KP9-PFL7-HPCXUPC BATTERY REPLACEMENTAMAZON CAPITAL SERVICES07/30/25100-41900-50210 22 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37613 3761396.55 08/07/2513RT-X7N6-V3XLIPHONE SUPPLIESAMAZON CAPITAL SERVICES07/31/25100-42100-50321 37613159.99 08/07/251X6C-11H7-W7WVWATER SAMPLING CUPSAMAZON CAPITAL SERVICES07/22/25601-49400-50227 324.02 Total For Check 37613 Check 37614 3761444.78 08/07/253009461UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/28/25100-41900-50212 3761448.48 08/07/253001767UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/15/25100-41900-50212 376141,373.38 08/07/253009461UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/28/25100-42100-50212 376141,486.66 08/07/253001767UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/15/25100-42100-50212 37614310.56 08/07/253009460ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY07/28/25100-43100-50212 3761474.64 08/07/253009461UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/28/25100-43100-50212 37614632.49 08/07/253001766ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY07/15/25100-43100-50212 3761480.80 08/07/253001767UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/15/25100-43100-50212 4,051.79 Total For Check 37614 Check 37615 37615682.00 08/07/25161851PERMIT APPLICATION SERVICE FEE (04/07/25 - 07/07/25)BS& A SOFTWARE07/17/25100-41920-50221 682.00 Total For Check 37615 Check 37616 3761653.45 08/07/255283048503PW FIRST AID SUPPLIESCINTAS - 47007/28/25100-43100-50400 37616(15.96)08/07/259330673974CREDIT MEMO UNIFORMS-MAUERCINTAS - 47007/23/25601-49400-50210 37616(15.97)08/07/259330673974CREDIT MEMO UNIFORMS-MAUERCINTAS - 47007/23/25602-49450-50210 21.52 Total For Check 37616 Check 37617 3761721.73 08/07/254238558231BLACK MATS-CITY HALLCINTAS - 47007/30/25100-41900-50400 3761726.30 08/07/254238558402SHOP SUPPLIESCINTAS - 47007/30/25100-43100-50400 37617171.55 08/07/254237781743UNIFORMSCINTAS - 47006/25/25100-43100-50417 37617171.55 08/07/254238558356UNIFORMSCINTAS - 47007/30/25100-43100-50417 37617102.91 08/07/254238558412UNIFORMS & MATSCINTAS - 47007/30/25100-43100-50417 3761728.52 08/07/254238558412UNIFORMS & MATSCINTAS - 47007/30/25601-49400-50210 3761728.53 08/07/254238558412UNIFORMS & MATSCINTAS - 47007/30/25602-49450-50210 551.09 Total For Check 37617 Check 37618 37618463.75 08/07/25BP25-0009MAY2025CK REQ CDD NEW MAHAVAN 20250531CITY OF CORCORAN08/04/25100-00000-22205 463.75 Total For Check 37618 Check 37619 37619911.25 08/07/25BP25-0015MAY2025CK REQ CDD NORLING OS&P 20250531CITY OF CORCORAN08/05/25100-00000-22205 911.25 Total For Check 37619 Check 37620 37620118.75 08/07/25BP25-0018MAY2025CK REQ CDD KARINIEMI 20250531CITY OF CORCORAN08/05/25100-00000-22205 118.75 Total For Check 37620 Check 37621 37621390.00 08/07/25BP24-0045MAY2025CK REQ CDD AGRIBUSINESS ZOA 20250531CITY OF CORCORAN08/05/25100-00000-22205 390.00 Total For Check 37621 Check 37622 3762272.50 08/07/25BP22-0011MAY2025CK REQ CDD HEATHER MEADOWS 20250531CITY OF CORCORAN08/05/25100-00000-22205 72.50 Total For Check 37622 23 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37623 37623735.00 08/07/25BP22-0014MAY2025CK REQ CDD HEATHER MEADOWS 20250531CITY OF CORCORAN08/05/25100-00000-22205 735.00 Total For Check 37623 Check 37624 37624318.75 08/07/25BP24-0061MAY2025CK REQ CDD KWIK TRIP 20250531CITY OF CORCORAN08/05/25100-00000-22205 318.75 Total For Check 37624 Check 37625 37625233.75 08/07/25BENG25-0006MAY2025CK REQ CDD KEEFE MINOR SUB 20250531CITY OF CORCORAN08/05/25100-00000-22205 233.75 Total For Check 37625 Check 37626 3762621.25 08/07/25BP25-0020MAY2025CK REQ CDD CONTINENTAL 20250531CITY OF CORCORAN08/05/25100-00000-22205 21.25 Total For Check 37626 Check 37627 3762763.75 08/07/25BP24-0060MAY2025CK REQ CDD UPWARD ACRES 20250531CITY OF CORCORAN08/05/25100-00000-22205 63.75 Total For Check 37627 Check 37628 3762821.25 08/07/25BENG25-0003MAY2025CK REQ CDD WOODLAND HILLS 20250531CITY OF CORCORAN08/05/25100-00000-22205 21.25 Total For Check 37628 Check 37629 3762921.25 08/07/25BENG24-0004MAY2025CK REQ CDD HOPE MEADOWS 20250531CITY OF CORCORAN08/05/25100-00000-22205 21.25 Total For Check 37629 Check 37630 37630106.25 08/07/25BP24-0052MAY2025CK REQ CDD BROCKTON BP 20250531CITY OF CORCORAN08/05/25100-00000-22205 106.25 Total For Check 37630 Check 37631 37631722.50 08/07/25BP25-0011MAY2025CK REQ CDD FAIRWAY SHORES 20250531CITY OF CORCORAN08/05/25100-00000-22205 722.50 Total For Check 37631 Check 37632 3763242.50 08/07/25BP24-0032MAY2025CK REQ CDD CAMP SOLBERG 20250531CITY OF CORCORAN08/05/25100-00000-22205 42.50 Total For Check 37632 Check 37633 37633148.75 08/07/25BP25-0024MAY2025CK REQ CDD LARKIN RD 20250531CITY OF CORCORAN08/05/25100-00000-22205 148.75 Total For Check 37633 Check 37634 37634680.00 08/07/25BP25-0002MAY2025CK REQ CDD CHASTEK 20250531CITY OF CORCORAN08/05/25100-00000-22205 680.00 Total For Check 37634 Check 37635 3763559.00 08/07/25100X08575404ACCT 100-00772483-2 EQUP RENTAL AUGUST 2025-CITY HALLCULLIGAN DEPARTMENT 850907/31/25100-41900-50210 3763586.00 08/07/25100X08600202ACCT 100-99705485-1 EQUP RENTAL JULY 2025CULLIGAN DEPARTMENT 850907/31/25100-42100-50210 145.00 Total For Check 37635 Check 37636 37636899.46 08/07/25344872SIREN MAINT. 07/01/25 - 12/31/25EMBEDDED SYSTEMS, INC.06/02/24100-42151-50404 899.46 Total For Check 37636 24 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37637 37637107.10 08/07/25031955208BLAUER SUPER SHIRTGALLS, LLC07/17/25100-42100-50417 37637100.33 08/07/25031919157FLEX RS SS SUPERSHIRTGALLS, LLC07/14/25100-42100-50417 37637616.13 08/07/25031955193VARIOUS UNIFORMSGALLS, LLC07/17/25100-42100-50417 3763797.76 08/07/25031955201FLEXRS CARGO POCKET PANTGALLS, LLC07/17/25100-42100-50417 921.32 Total For Check 37637 Check 37638 37638314.55 08/07/255070313466 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL07/31/25601-49400-50380 37638314.55 08/07/255070313466 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL07/31/25602-49450-50380 629.10 Total For Check 37638 Check 37639 3763916.93 08/07/2539788935AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES07/30/25100-41900-50413 3763976.19 08/07/2539788935AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES07/30/25601-49400-50413 3763976.19 08/07/2539788935AGREEMENT 003-3143929-000 FOLDER INSERTERGREAT AMERICA FINANCIAL SERVICES07/30/25602-49450-50413 169.31 Total For Check 37639 Check 37640 376401,981.49 08/07/25302925 25 POLARIS RANGER - ADD LIGHTSGUARDIAN FLEET SAFETY07/25/25435-42100-50550 1,981.49 Total For Check 37640 Check 37641 37641277.00 08/07/251524124-0185 STIEL ROAD CMTHAUGO GEOTECHNICAL SERVICES LL07/17/25100-00000-22205-087 277.00 Total For Check 37641 Check 37642 376422,375.03 08/07/257083455SO 4819435, UT SUPPLIESHAWKINS INC05/30/25601-49400-50210 2,375.03 Total For Check 37642 Check 37643 37643320.48 08/07/251000250169JAIL PER DIEM - JUNE 2025HENN CO SHERIFF07/16/25100-42100-50305 320.48 Total For Check 37643 Check 37644 376441,336.50 08/07/25#000287FLEX BADGES X 50ITL PATCH COMPANY INC07/22/25100-42100-50417 1,336.50 Total For Check 37644 Check 37645 37645159.38 08/07/2503-1170512CHAIN SAW PARTSLANO EQUIPMENT07/23/25100-43100-50225 159.38 Total For Check 37645 Check 37646 37646168.10 08/07/2503-1170513BPA 7 PIN REPAIR KITLANO EQUIPMENT07/23/25100-43100-50225 168.10 Total For Check 37646 Check 37647 376472,961.72 08/07/25P23-0880CANCELED PERMIT P23-0880 20014 67TH AVELENNAR08/04/25100-00000-32210 2,961.72 Total For Check 37647 Check 37648 376483,225.14 08/07/25P23-0877CANCELED PERMIT P23-0877 20008 67TH AVELENNAR08/04/25100-00000-32210 3,225.14 Total For Check 37648 Check 37649 376493,967.01 08/07/25P23-0885CANCELED PERMIT P23-0885 20014 67TH AVELENNAR08/04/25100-00000-32210 25 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37649 3,967.01 Total For Check 37649 Check 37650 37650301.02 08/07/252025Q22ND QUARTER 2025 8025 RIDGE CTCITY OF MAPLE GROVE07/14/25601-00000-20800 301.02 Total For Check 37650 Check 37651 37651280.00 08/07/253288MANDATORY CHECK-IN X 2MARIE RIDGEWAY LICSW, LLC07/30/25100-41900-50300 280.00 Total For Check 37651 Check 37652 3765248.23 08/07/2552907MISC SUPPLIESMENARDS MAPLE GROVE07/30/25100-42100-50210 3765215.96 08/07/2552881SAND IN A TUBE (PARKS)MENARDS MAPLE GROVE07/30/25100-45100-50210 64.19 Total For Check 37652 Check 37653 3765344,730.00 08/07/2520250731JULY 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL08/01/25602-00000-20800 37653(447.30)08/07/2520250731JULY 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL08/01/25602-00000-36200 44,282.70 Total For Check 37653 Check 37654 3765496.34 08/07/2510562795PARTS FOR PARKMIDWEST MACHINERY CO.07/24/25100-45200-50210 96.34 Total For Check 37654 Check 37655 37655150.00 08/07/25INV573455QTY(10) 24" X 36" DIRECT PRINT ONE SIDED COROPLASTNORTH LIGHT COLOR07/31/25100-45100-50213 3765590.00 08/07/25INV573334QTY(6) 24" X 36" DIRECT PRINT ONE SIDED COROPLASTNORTH LIGHT COLOR07/29/25100-45100-50213 240.00 Total For Check 37655 Check 37656 37656870.00 08/07/2516152025 FINANCIAL MANAGEMENT PLANNORTHLAND SECURITIES, INC.07/29/25100-41500-50300 870.00 Total For Check 37656 Check 37657 3765730.78 08/07/25425298838001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC05/23/25100-41900-50200 3765729.79 08/07/25425297127001POUCH, LAMINATINGODP BUSINESS SOLUTIONS, LLC05/23/25100-41900-50210 376578.79 08/07/25432317799001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC07/23/25100-41900-50210 3765717.90 08/07/25432316491001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC07/23/25100-41900-50210 3765723.60 08/07/25432317796001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC07/23/25100-41900-50210 376578.13 08/07/25425298838001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC05/23/25100-41910-50210 118.99 Total For Check 37657 Check 37658 376581,203.15 08/07/250894-007218113CONTRACT RECYCLING SERVICE JULY 2025REPUBLIC SERVICES07/31/25100-43201-50300 1,203.15 Total For Check 37658 Check 37659 3765972.00 08/07/25A52758SO 7767 KEYS X 4RUSSELL SECURITY RESOURCE INC08/04/25100-42100-50223 72.00 Total For Check 37659 Check 37660 37660750.00 08/07/25332910FEDERAL DATA COLLECTION FORMSCHLENNER WENNER & CO CPA PA07/31/25100-41500-50300 750.00 Total For Check 37660 Check 37661 26 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 11/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37661 37661339.98 08/07/25I1774286RAIN JACKET X 2STREICHER'S POLICE EQUIPMENT07/23/25100-42100-50417 3766149.99 08/07/25I1774310POLO SHIRT X 1STREICHER'S POLICE EQUIPMENT07/23/25100-42100-50417 37661197.91 08/07/25I1775152PATCHES X 9STREICHER'S POLICE EQUIPMENT07/29/25100-42100-50417 587.88 Total For Check 37661 Check 37662 3766224.00 08/07/2520041965VARIOUS TOOLSSURPLUS SERVICES07/22/25100-42100-50210 24.00 Total For Check 37662 Check 37663 37663457.92 08/07/2520250831UNION/TEAM LEGAL DUES AUGUST 2025TEAMSTER LOCAL 32007/30/25100-00000-21707 457.92 Total For Check 37663 Check 37664 37664263.20 08/07/2542650-00PARTS, ORDER 151354TERMINAL SUPPLY CO07/15/25100-45200-50210 263.20 Total For Check 37664 Check 37665 376655,180.00 08/07/25195721093MISC BUILDING SUPPLIESULINE07/23/25601-49400-50227 5,180.00 Total For Check 37665 Check 37666 376661,095.00 08/07/2525073100GENERAL CLEANING JULY 2025ULTIMATE CLEANERS LLC07/31/25100-41900-50401 1,095.00 Total For Check 37666 Check 37667 37667115.00 08/07/25P25-0568CANCELLED PERMIT P25-0568 6727 ANNABELLE LNUNGERMAN08/04/25100-00000-32210 115.00 Total For Check 37667 Check 37668 37668227.46 08/07/25560316960AUGUST COPIER LEASEUS BANKCORP EQUIPMENT FINANCE07/19/25100-41900-50413 227.46 Total For Check 37668 Check 37669 37669(10,341.02)08/14/25227705033-1CR 116/79TH PL TURN LN PAY APP 1ASPHALT SURFACE TECHNOLOGIES CORP08/06/25408-00000-20610 37669206,820.32 08/14/25227705033-1CR 116/79TH PL TURN LN PAY APP 1ASPHALT SURFACE TECHNOLOGIES CORP08/06/25408-48010-50303 196,479.30 Total For Check 37669 Check 37670 3767090,204.60 08/14/2525060MNRECLAMITE APPLICATION 73,120S Q YDS, MOBILIZATION & SWEEPINGCORRECTIVE ASPHALT MATERIALS, LLC07/16/25100-43121-50400 90,204.60 Total For Check 37670 Check 37671 3767136,272.09 08/14/25227704864-11STIEG ROAD IMPROVEMENTS PAY REQUEST 11FEHN COMPANIES08/06/25100-00000-22205-087 37671(6,363.41)08/14/25193807229-1CITY PARK IMPROVEMENTS PAY APP 1FEHN COMPANIES08/06/25415-00000-20610 37671127,268.27 08/14/25193807229-1CITY PARK IMPROVEMENTS PAY APP 1FEHN COMPANIES08/06/25415-45200-50530 157,176.95 Total For Check 37671 Check 37672 3767283,465.20 08/14/25224472ND QTR 2025 WATER USAGE CITY OF MAPLE GROVE07/17/25601-49400-50311 83,465.20 Total For Check 37672 Check 37673 3767355,796.62 08/14/254689PERMITS FINALIZED JULY 2025METRO WEST INSPECTION SERVICES07/31/25100-42400-50300 55,796.62 Total For Check 37673 27 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 12/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37674 3767430,613.59 08/14/250001191119WASTE WATER SERVICE SEPTEMBER 2025METROPOLITAN COUNCIL ENVIRO08/01/25602-49450-50312 30,613.59 Total For Check 37674 Check 37675 3767517,701.00 08/14/25227704426 PAY 27NE WATER SUPPLY - WATER TREATMENT PLANT PROJECT PAY 27RICE LAKE CONSTRUCTION GROUP08/06/25601-00000-16500 37675426,726.83 08/14/25227704426 PAY 27NE WATER SUPPLY - WATER TREATMENT PLANT PROJECT PAY 27RICE LAKE CONSTRUCTION GROUP08/06/25601-00000-20610 444,427.83 Total For Check 37675 Check 37676 3767620,515.18 08/14/2569,107GRAVEL HAULING SVC 05/27/25 - 05/28/25SHAW TRUCKING INC05/29/25100-43122-50400 20,515.18 Total For Check 37676 Check 37677 37677(1,994.70)08/14/25193807336-1CR 116/HUNTERS RIDGE TURN LN PAY APP 1SR WEIDEMA08/06/25100-00000-20610 3767739,894.00 08/14/25193807336-1CR 116/HUNTERS RIDGE TURN LN PAY APP 1SR WEIDEMA08/06/25100-00000-22205 37,899.30 Total For Check 37677 Check 37678 3767825,877.00 08/14/252426524WATER SUPPLY, TREATMENT, & STORAGE FACILITY PRELIM DESIGN 20250530STANTEC CONSULTING SERVICES07/18/25601-00000-16500 25,877.00 Total For Check 37678 Check 37679 37679150,216.87 08/14/25WK12622026 WESTERN STAR 47XTRANSWEST TRUCKS06/23/25435-43100-50550 150,216.87 Total For Check 37679 28 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 13/13Page: 08/07/2025 02:16 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/31/2025 - 08/14/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 516,572.40 Fund 100 GENERAL FUND 750.00 Fund 201 RESERVES DONATION FUND 206,121.55 Fund 408 PAVEMENT MANAGEMENT 132,491.76 Fund 415 PARK CAPITAL FUND 33.75 Fund 419 HACKAMORE UPGRADE (LENNAR) 152,548.36 Fund 435 2025A BOND EQUIPMENT 572,584.56 Fund 601 WATER 78,162.83 Fund 602 SEWER Fund Totals: 1,659,265.21 Total For All Funds: 29 STAFF REPORT Agenda Item: 6.c Council Meeting: August 14, 2025 Prepared By: Ryan Ganner, Human Resources Generalist Nalisha Williams, Assistant City Administrator Topic: Resolution 2025-78 Appointing Brandon Heinz as Acting Public Works Operations Superintendent Action Required: Adoption Council Action Adoption of Resolution 2025-78 Attachments 1. Resolution 2025-78 Appointing Brandon Heinz as Acting Public Works Operations Superintendent.pdf 30 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-78 Page 1 of 2 Motion By: Seconded By: RESOLUTION APPOINTING BRANDON HEINZ AS ACTING PUBLIC WORKS OPERATIONS SUPERINTENDENT FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the Public Works Operations Superintendent for the City of Corcoran will be unavailable starting August 20, 2025; and WHEREAS, the City wishes to appoint an Acting Public Works Operations Superintendent for the City. NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Brandon Heinz is appointed as Acting Public Works Operations Superintendent effective August 20, 2025. The appointment is open-ended and will remain in effect until the permanent Public Works Operations Superintendent is available or until the Acting Superintendent appointment is terminated or altered by separate action of the City Council, entirely at their discretion. 2) Brandon Heinz, as Acting Public Works Operations Superintendent, is authorized to fulfill all duties and responsibilities for the City of Corcoran as Public Works Operations Superintendent and is empowered with all authority granted to the Public Works Operations Superintendent by the City, during the term of his appointment. 3) While serving as Acting Public Works Operations Superintendent, Brandon Heinz will receive a pay increase of 8% of his base hourly rate. For the duration of the acting appointment Brandon Heinz will be classified as a non-exempt employee. The proposed compensation shall take effect August 20, 2025. 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 14th day of August, 2025. 31 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-78 Page 2 of 2 Tom McKee – Mayor ATTEST: City Seal Debra Johnson – City Clerk 32 STAFF REPORT Agenda Item: 6.d Council Meeting: August 14, 2025 Prepared By: Ryan Ganner, Human Resources Generalist Nalisha Williams, Assistant City Administrator Topic: Resolution 2025-79 Appointment of a Vacant Position For the City of Corcoran, Minnesota Action Required: Adoption Council Action Adoption of Resolution 2025-79 Appointment of a Vacant Position For the City of Corcoran, Minnesota Attachments 1. Resolution 2025-79 Appointment of Vacant Position.pdf 33 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-79 Page 1 of 1 Motion By: Seconded By: RESOLUTION FOR THE APPOINTMENT OF A VACANT POSITION FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the City Council has authorized the position listed in this resolution for hiring in 2025; WHERAS, the preferred candidate was identified and offered the listed position; WHEREAS, the City fosters a work environment that rewards performance and recognizes commitment to Corcoran’s mission, vision, and values in ways that better posture staff to support current needs and future growth of the City of Cocoran; and NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Conrad Stenglein is appointed as Utility Maintenance Worker effective August 18, 2025, at step 1 in Grade 5. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 14th day of August 2025. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Debra Johnson – City Clerk 34 STAFF REPORT Agenda Item: 6.e Council Meeting: August 14, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: Resolution 2025-83 Appointing Lieutenant Darren Bohlsen as Acting Deputy Director of Public Safety Action Required: Adoption Council Action Adoption of Resolution 2025-83 Attachments 1. Resolution 2025-83 Appointing Lieutenant Darren Bohlsen as Acting Deputy Director.pdf 35 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-83 Page 1 of 2 Motion By: Seconded By: RESOLUTION APPOINTING LIEUTENANT DARREN BOHLSEN AS ACTING DEPUTY DIRECTOR OF PUBLIC SAFETY FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the Deputy Director of Public Safety for the City of Corcoran will be unavailable starting August 6th, 2025; and WHEREAS, the City wishes to appoint an Acting Deputy Director of Public Safety for the City. NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Lieutenant Darren Bohlsen is appointed as Acting Deputy Director of Public Safety effective August 6th, 2025. The appointment shall end on September 2nd, 2025. 2) Lieutenant Darren Bohlsen, as Acting Deputy Director of Public Safety, is authorized to fulfill all duties and responsibilities for the City of Corcoran as Deputy Director of Public Safety and is empowered with all authority granted to the Deputy Director of Public Safety by the City, during the term of his appointment. 3) While serving as Acting Deputy Director of Public Safety, Lieutenant Darren Bohlsen will receive a pay increase of 8% of his base hourly rate. For the duration of the acting appointment Darren Bohlsen will be classified as a exempt employee. The proposed compensation shall take effect August 6th, 2025 until September 2nd, 2025. 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 14th day of August, 2025. 36 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-83 Page 2 of 2 Tom McKee – Mayor ATTEST: City Seal Debra Johnson – City Clerk 37 STAFF REPORT Agenda Item: 6.f Council Meeting: August 14, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: Resolution 2025-84 Appointing Deputy Director Ryan Burns as Acting Director of Public Safety Action Required: Adoption Council Action Resolution 2025-84 Appointing Deputy Director Ryan Burns as Acting Director of Public Safety Attachments 1. Resolution 2025-84 Appointing Ryan Burns as Acting Director of Public Safety.pdf 38 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-84 Page 1 of 2 Motion By: Seconded By: RESOLUTION APPOINTING DEPUTY DIRECTOR RYAN BURNS AS ACTING DIRECTOR OF PUBLIC SAFETY FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, the Director of Public Safety for the City of Corcoran will be unavailable starting September 6th, 2025; and WHEREAS, the City wishes to appoint an Acting Director of Public Safety for the City. NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Deputy Director Ryan Burns is appointed as Acting Director of Public Safety effective September 6th, 2025. The appointment shall end on October 6th, 2025. 2) Deputy Director Ryan Burns, as Acting Director of Public Safety, is authorized to fulfill all duties and responsibilities for the City of Corcoran as Director of Public Safety and is empowered with all authority granted to the Director of Public Safety by the City, during the term of his appointment. 3) While serving as Acting Director of Public Safety, Deputy Director Ryan Burns will receive a pay increase of 8% of his base hourly rate. For the duration of the acting appointment Deputy Director Ryan Burns will be classified as a exempt employee. The proposed compensation shall take effect September 6th, 2025, until October 6th, 2025. 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 14th day of August, 2025 39 City of Corcoran County of Hennepin State of Minnesota August 14, 2025 RESOLUTION NO. 2025-84 Page 2 of 2 Tom McKee – Mayor ATTEST: City Seal Debra Johnson – City Clerk 40 STAFF REPORT Agenda Item: 6.g Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage (City) Park Improvements- Change Order #1 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff is recommending approval of Change Order 1 in the amount of $13,800.00. Financial/Budget The Heritage (City) Park Improvements Project is funded through the Park Dedication Fund. Options Approve Change Order 1. Modify Change Order 1. Decline. Recommendation Approve Change Order 1 in the amount of $13,800.00. Council Action Consider a motion to approve Change Order 1 in the amount of $13,800.00. Attachments 1. Heritage Park Improvements- Change Order #1.pdf 41 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: August 1, 2025 Subject: Change Order #1 to Fehn Companies, Inc. – Corcoran City Park Improvements Council Action Requested Staff is recommending the City Council review and approve Change Order #1 for the Corcoran City Park Improvements Project. Change Order #1 increases the contract amount by $13,800.00 Summary The requested Change Order #1 incorporates the removal of dead ash trees in various areas throughout the park. A summary of the costs and responsibilities is provided below. Summary of Improvement Item Cost CLEAR AND GRUB ADDITIONAL ASH TREES $13,800.00 Clear and Grub Additional Ash Trees The project received favorable pricing from tree removal, and as the project began the City identified additional ash trees throughout the park that were either dying or already dead. The contractor was willing to address these additional trees at a reasonable cost while they were on site with large equipment. 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 $2,596,985.88 Contract Price Change $13,800.00 Revised Contract Amount $2,610,785.88 Original Contract Completion Date May 29, 2026 Current Contract Completion date May 29, 2026 Project Update All tree removal work has been completed, and initial erosion control measures have been installed. Fehn will begin grading and utility work in the upcoming weeks. Engineer’s Recommendation We recommend reviewing and approving Change Order #1 as outlined in this memo. 42 43 44 NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE CO1.1 CLEAR AND GRUB ADDITIONAL ASH TREES LUMP SUM 1 13,800.00$ 13,800.00$ 13,800.00$ CHANGE ORDER #1 SUBTOTAL CHANGE ORDER #1: 45 STAFF REPORT Agenda Item: 6.h Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage (City) Park Improvements- Pay Request #1 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 1 to Fehn Companies, Inc. in the amount of $120,904.86 Financial/Budget Heritage (City) Park Improvements is funded by the Park Dedication Fund. Options Approve Pay Request 1 for the Heritage (City) Park Improvements to Fehn Companies, Inc. in the amount of $120,904.86. Decline. Recommendation Approve Pay Request 1 for the Heritage (City) Park Improvements to Fehn Companies, Inc. in the amount of $120,904.86. Council Action Consider a motion to approve Pay Request 1 for the Heritage (City) Park Improvements to Fehn Companies, Inc. in the amount of $120,904.86. Attachments 1. Corcoran Heritage City Park- Pay Request #1.pdf 46 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: August 1, 2025 Subject: Pay Request #1 to Fehn Companies, Inc. – Corcoran City Park Improvements Council Action Requested Staff recommends the City Council Approve Pay Application #1 for the Corcoran City Park Improvements project to Fehn Companies, Inc. in the amount of $120,904.86. Summary Pay request #1 includes mobilization, tree removal work as well as the installation of initial erosion control measures. Change Order #1 which covers the removal of additional trees in various areas throughout the park is also being paid under Pay request #1. Fehn will soon begin grading work and utility work for the rest of the project. The signed pay request form and pay application are attached for review. Below is a summary of the work completed to date: Total Contract Value to Date $2,610,785.88 Work Completed to Date $127,268.27 5% Retainage $6,363.41 Amount Paid to Date $0.00 Total Pay App #1 $120,904.86 Engineer’s Recommendation We recommend approving Pay Request #1 to Fehn Companies, Inc. in the amount of $120,904.86. 47 48 49 50 51 52 53 STAFF REPORT Agenda Item: 6.i Council Meeting: August 14, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Remaster - Change Order #2 Action Required: Approval Summary As part of the Heritage Park Remaster, the City Council provided direction to not include the pickleball courts in Phase 1 of construction. However, there was expressed interest from City Council in exploring pickleball courts in a future phase. This interest has been echoed by the public, with most recent conversations taking place during conversations during Night to Unite on August 5. During the February 13, 2025, City Council meeting, the estimate of probable cost for a six-court pickleball plaza/walkway was presented at $450,000. Due to budget concerns and constraints, this was not included as part of the bid or alternates. Attached Change Order #2, proposes grading and stormwater rerouting that would prepare the site for the future courts. Performing this work now takes advantage of existing equipment and personnel on site. This would also allow the ground to begin the natural settling process (thawing/freezing cycles), which could help prevent long-term surface cracking when the courts are installed. This would improve constructability, reduce future disruption, and provide some financial benefit with estimates of $10,000-20,000 less than doing so during a future standalone pickleball project. Financial/Budget The total cost of Change Order #2 is $58,185.33, which would be funded through the Park Dedication Fund. Options Approve Change Order 2. Modify Change Order 2. Decline. Recommendation Approve Change Order 2 in the amount of $58,185.33. Council Action Staff recommends approval of Change Order #2 to proceed with grading the area and stormwater rerouting to prepare for pickelball courts in a future phase, based on previous Parks and Trails Commission and City Council discussion. Should the City Council not intend to move forward with pickleball courts in the foreseeable future, this work could be deferred to a later project phase. Attachments 1. 193807229_Memo_Change Order 2.pdf 54 Memo To: Jessica Christensen Buck Kevin Mattson, PE, PW Director From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: August 6, 2025 Subject: Change Order #2 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 #2 for the Corcoran City Park Improvements Project. Change Order #2 increases the contract amount by $58,185.33 Summary The City Park Improvements project preserved a location for future pickle ball courts to be installed west of the proposed parking lot. The plans included temporarily discharging the draintile and storm sewer from the northern play are through a temporary swale in the location of the pickleball courts as the timing of the courts was undefined. As the project bids for the park came in less than the estimated amounts, the City had discussed potentially constructing the first phase of the pickleball complex in the near future. Change Order #2 includes incorporating grading and stormwater improvements to make the area for the first six pickleball courts more construction ready. These changes include rerouting the storm sewer and draintile to discharge west of the proposed courts and filling in the swale during the mass grading operations. The area would remain relatively flat and would be graded to roughly the future subgrade of the courts. When the pickleball courts are to be constructed this would minimize the grading and site work necessary for the project. Fehn companies had provided pricing to do the work now which would be an additional $58,185.33. As they will be doing mass grading and utility work within the work area, the city would capitalize on economy of scale for this work vs incorporating into a smaller pickleball court project. We would estimate that performing this work now would be approximately $10,000-$20,000 cheaper with the City Park project vs with a pickleball project. Below is a breakdown of the project costs. Line Item Item Description UofM Quantity Unit Price Extension 1 Common Embankment (CV) CU YD 1,106 $ 24.27 $ 26,842.62 2 15" RC Pipe Storm Class V LIN FT 353 $ 57.45 $ 20,279.85 3 Construct 4' Diameter Precast Storm Structure EACH 1 $ 3,457.13 $ 3,457.13 4 6" Perforated PVC Sch40 Draintile Pipe - Field LIN FT 325 $ 19.71 $ 6,405.75 5 6" Draintile Cleanout w/ Threaded Cap EACH 2 $ 599.99 $ 1,199.98 Total =$ 58,185.33 55 August 2025 Page 2 of 2 Reference: City Park Change Order #2 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 $2,610,785.88 Contract Price Change $58,185.33 Revised Contract Amount $2,668,971.21 Engineer’s Recommendation We recommend reviewing and considering Change Order #2 as outlined in this memo. 56 Project No. 193807229 Change Order Form 00 63 63-1 SECTION 00 63 63 CHANGE ORDER FORM Change Order No. 2 Date 08/06/2025 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: Pay Items (see attached) were added to the contract documents associated with adjusting the grading and storm sewer to prepare six pickleball courts area to be more construction ready. Justification: The City requested the pickleball court area to be more construction ready. Having the contractor perform this work while already on site with equipment provides the opportunity for time and cost savings for the City. Original Contract Price: $ 2,596,985.88 Current Contract Price adjusted to previous Change Order: $ 2,610,785.88 The Contract Price due to this Change Order will be increased by $ 58,185.33 The new Contract Price including this Change Order will be $ 2,668,971.21 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 57 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 58 STAFF REPORT Agenda Item: 6.j Council Meeting: August 14, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park - Building Special Inspection Quotes Action Required: Approval Summary As part of the Heritage Park Remaster project, three special inspection quotes were obtained for the building portion of the project. Quotes came from American Engineering Testing (AET), Braun Intertec, and Terracon. The work included in the scopes was regarding materials testing and construction observation needs. More information on each of the services can be found in the attached quotes. Upon review of the quotes from the three companies, the proposed fee for AET is less than the other fees proposed. Of the optional services proposed by AET, the firestop material observations and bituminous observations & testing are not applicable to the park building. The installed anchor observation & testing was an "optional service" recommended to be included by Oertel, within the scope of work as part of the special inspections. The approximate cost for the services is $12,500, which would come from the Park Dedication Fund as part of the Heritage Park Remaster project. Financial/Budget The cost of the proposed services, including the optional post-installed anchor observation and testing, is estimated at $12,446.50, which would be funded through the Park Dedication Fund. Options Approve work with American Engineering Testing, to include the proposed scope of services, with post- installed anchor installation observations and testing as the only optional service included. Provide alternative direction to staff. Decline. Recommendation Approve work with American Engineering Testing, to include the proposed scope of services, with post- installed anchor installation observations and testing as the only optional service included. Council Action Approve Attachments 1. Braun Proposal 2. AET Proposal 3. PMP251141_Terracon_Proposal_-_Corcoran_Park_Building_-_signed.pdf 59 July 22, 2025 Proposal QTB219212 Eric Werner Oretel Architects 1795 Saint Claire Avenue Saint Paul, MN 55105 Re: Proposal for Special Inspection and Testing Services, Building Enclosure Consulting and Observations (BECx) Corcoran Community Park – Main Building 20200 County Road 50 Corcoran, Minnesota Dear Mr. Werner: Braun Intertec Corporation (Braun Intertec) submits this proposal to provide special inspections and testing services for Corcoran Community Park – Main Building in Corcoran, Minnesota. Our Understanding of the Project We understand this project will include the construction of a new main park building for the Corcoran Community Park. Construction will also include expanded parking lots, new trails, site grading with ponds, and a new open air pavilion structure. The new main park building will be a 3,800 square foot single-story slab-on-grade building with cast-in-place footings, masonry foundation walls, with steel and wood framing above grade. We understand the structural plans reference a geotechnical evaluation prepared by Independent Testing Technologies dated March 7, 2025. We were not provided with this report, we should be allowed to review prior to finalizing our proposal. Available Information This proposal was prepared using the following documents and information. ▪ Project plans and specifications prepared by Oertel Architects, dated May 1, 2025. ▪ Special Inspection and Testing Schedule prepared by MBJ, dated May 1, 2025. ▪ Construction schedule dated July 15, 2025. 60 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 2 Project Approach and Staff Qualifications Special Inspections Braun Intertec has adopted the International Code Council (ICC) Model Program for Special Inspection to develop the guiding principles for our special inspection program. This model was selected because it was designed by the ICC to assist owners, contractors and building officials in the understanding, administration and enforcement of the special inspection requirements of the International Building Code (IBC). Currently, there are ICC certifications for soils, reinforced concrete, structural masonry, pre-tension/post-tension (pre- stressed) concrete, spray-applied fireproofing, structural steel and bolting, and structural welding. Qualifications and Experience ICC certified special inspectors will provide special inspections. An ICC certified special inspector is one who has successfully demonstrated their ability to understand the IBC, construction practices and how to read and understand construction documents. Through experience and examination, our ICC certified special inspectors have demonstrated their ability to provide special inspection services. Inspections and Reporting Our special inspectors summarize the nature, extent and results of special inspection activities at the time they are performed on Special Inspection Daily Report forms submitted electronically to the general contractor’s on-site personnel for review and records. These records can also be transmitted electronically to others who may want to review these documents on an agreed upon schedule. When unresolved discrepancies are noted, we will document the issues and work with the design and construction team to bring them to resolution. Special inspection final reports will be prepared and submitted upon completion as required by the requirements of the IBC. Communications Braun Intertec special inspectors will communicate the results of their inspections to the contractor and our supervising engineer each day special inspections are performed. We strive to have our special inspectors develop a working relationship with the project’s structural engineer-of-record. We may attempt contact with the structural engineering consultant periodically to review the work being performed and to request clarifications and direction on any item that may require it. Construction Materials Testing Qualified technicians working under the direction of a professional engineer will provide the services. Experience and certification information is available upon request once we are provided with schedule information. Concrete technicians assigned to the project are ACI Concrete Field Testing Technician – Grade I certified to conduct the required concrete testing. Soil technicians are certified to use a nuclear gauge for soil density testing, so test results can be determined on site and evaluated once the required laboratory testing is completed. Field test results will be verbally reported daily to the general contractor on site, with written field and laboratory reports distributed shortly after. 61 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 3 Scope of Services Services are performed under the direction of a licensed professional engineer, either on a full-time or periodic basis, depending on the construction schedule and when they are requested by the general contractor. After reviewing available information, we understand our scope of services for the project will be limited to the tasks defined below. Soil Related Services ▪ Observe and evaluate the soils exposed in excavations to determine if the soils are similar to those encountered with the geotechnical evaluation and suitable for support of fill, foundations or pavements. Our engineer can provide consultation for conditions that appear to differ from the geotechnical evaluation. ▪ Perform laboratory Proctor tests to determine the maximum Proctor dry densities and optimum moisture contents of prospective fill materials. ▪ Observe the placement and compaction of fill. ▪ Test compacted fill placed below building footprints and oversizing areas, below slabs and/or pavements, adjacent to walls, and in utility trenches, to determine if the relative compaction was achieved. ▪ Engineering oversight and review of the services provided. Concrete Related Services ▪ Observe concrete reinforcement placement. ▪ Sample and test the plastic concrete for slump, air content, temperature and prepare test cylinders for laboratory compressive strength testing with ACI level 1 field technicians. We will perform concrete testing on structural items as required by the IBC. Though not required by the IBC we have included testing for the interior slab on grade, exterior sidewalks, curb and gutter, and pavement, as requested. ▪ Observe the concrete placement and test sample preparation. ▪ Observe the installation of post-installed anchors on a periodic basis. ▪ Perform laboratory compressive strength testing of the concrete samples. Structural Masonry Related Services ▪ Observe the structural masonry construction and grouting operation on a periodic basis. ▪ Observe the preparation of grout and masonry block prism samples. ▪ Perform structural masonry grout and structural masonry prism testing. 62 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 4 Structural Steel Related Services ▪ Observe and test the structural steel welded and bolted connections in the field. ▪ Observe and test the metal decking connections for orientation, sidelap fasteners, the hold down connections and the placement of shear studs. ▪ Observe the installation of post-installed anchors. ▪ Observe and document the installation of the base plate anchor bolts. Paving Related Services ▪ Core the compacted bituminous pavement to obtain samples for thickness and density measurements. ▪ Perform extraction and extracted aggregate gradation tests on bituminous samples. ▪ Perform laboratory density tests on bulk samples of bituminous mixes for mix design evaluation. Engineering Consulting and Project Communication and Reporting Services ▪ Provide engineering consulting services, review test results and observations reports, and prepare required final reports. ▪ Management, including scheduling of our field personnel and communication with the contractor, owner, building official, and design team. ▪ Transmit results to the project team on weekly basis to the contractor, owner, building official, fabricators and design team. Building Enclosure Consulting, Observations and Testing Building Enclosure Consulting, Observations and Testing Services are provided by the Braun Intertec Building Sciences Group. The Building Sciences Group is a team of Registered Architects, Professional Engineers, Consultants, and Field Technicians with certifications as Building Enclosure Commissioning Agent (BECxP, CxA+BE), Registered Roof Observer (RRO), Registered Exterior Wall Observer (REWO), Licensed Air Barrier Field Auditor, Certified Air Barrier Specialist (CABS), Certified EIFS Inspectors (CEI), FenestrationMaster Professional (FMPC), and Certified Infrared Thermographers (CIT). Braun Intertec is an AAMA-accredited Field Test Agency. Building Enclosure Consulting - ASHRAE 90.1-2019, Section 5.4.3.1.1, Exception 3 Proposed scope is based upon ASHRAE 90.1-2019, Section 5.4.3.1.1, Exception 3 as required by Minnesota Energy Code for continuous air barrier design and installation verification program. A design review, periodic field observations, and related reports of these services are required by the verification program, as outlined in ASHRAE 90.1-2019 Section 5.9.1.2 and below. 63 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 5 Design Review ▪ Perform one review of the CD documents (95 percent is the ideal benchmark). Review will focus on the exterior envelope, materials and assemblies, transitions between building enclosure assemblies, and fenestration and doors allowable air leakage. ▪ In addition to meeting the requirements of ASHRAE 90.1-2019, Braun Intertec’s design review may include comments related to thermal transfer, constructability, and material compatibility. ▪ Provide a report and attend an online meeting following the review. Our report will consist of electronic redline markings in Bluebeam Revu on the drawings as necessary to clarify specific details. Building Enclosure Observations ▪ Attend pre-construction meetings (if applicable), perform pre-construction prep work, and review approved submittals. ▪ Perform periodic observations during installation of building enclosure systems, including waterproofing, below-grade systems, exterior walls, air/weather barriers, fenestrations and doors, roofing, and critical connections, junctions, and envelope transitions. ▪ Provide a Daily Observation Report to document observations made at the time of each site visit. If discrepancies are observed, they will be discussed with the Contractor prior to departing the site. ▪ As discrepancies are observed and documented, it is the responsibility of others to make necessary correction(s). At subsequent visits, we will document corrections if not covered or hidden from view. If hidden from view, we will note as such. ▪ We have included eight site visits for observations. Actual installation phasing and sequencing may modify the number of visits. Building Enclosure Testing Whole Building Air Leakage Testing - ASHRAE 90.1-2019, Section 5.4.3.1.1 This proposal includes scope and cost to perform a continuous air barrier design and installation verification program per ASHRAE 90.1-2019, Section 5.4.3.1.1, Exception 3. If the client plans to perform Whole Building Air Leakage Testing, in lieu of the verification program, Braun Intertec can provide a separate proposal for the testing at the request of the client. Project Management and Reporting Services ▪ Review test results and observation reports, transmit results to the project team following completion of observation and/or testing activities, and prepare required final reports. ▪ Management, including scheduling of our field personnel and communication with the contractor, owner, and design team. 64 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 6 Building Enclosure Observation Assumptions ▪ Safe access to the locations requiring observations and testing to be provided by the General Contractor. ▪ Approved submittal packages should be submitted for review prior to a minimum of 72 hours prior to our arrival on site. ▪ Forty eight hours’ notice for scheduling observations for a specific time is required. Shorter than 48 hours’ notice may impact our ability to perform the services requested. ▪ We assume observing at grade level, roofs, and/or terraces. We do not include costs for aerial lift equipment or scaffolding that may be required if the area to be observed is greater than 12 feet above the adjacent horizontal surface. It is most economical to utilize aerial lift equipment already on site. ▪ Re-inspection or additional testing due to nonconformance will be provided at the Unit Rates in the attached tabulation. Basis of Scope of Work The costs associated with the proposed scope of services were estimated using the following assumptions. If the construction schedule is modified or the contractor completes the various phases of the project at different frequencies or durations than shown in this proposal, we may need to adjust the overall cost accordingly. The scope of work and number of trips required to perform these services are as shown in the attached table. Notable assumptions in developing our estimate include: ▪ This project will begin in Fall of 2025 and will be substantially complete by about Summer of 2026. ▪ Assumptions regarding the number of trips for special inspections and testing are outlined in the attached cost estimate table. As the contractor’s schedule becomes available and designs are finalized, please review this proposed scope of work to determine if the project’s needs and budget will be met. ▪ Concrete placements for the structure will be observed throughout the duration by our technician as required by the IBC and project documents. ▪ The inspection of the reinforcement associated with structural concrete will be performed immediately prior to testing of the concrete with no additional trips or time incurred. ▪ The masonry construction will require inspections to be completed every time grout is placed. ▪ We assume the structural steel fabricator will be AISC certified and review of quality control manual or inspections of the fabrication shop are not required. If this assumption is not correct, please call us and we will provide a cost estimate for the fabrication shop inspections. ▪ We assume the fabricator for the wood trusses will be certified and review of quality control manual or inspections of the fabrication shop are not required. If this assumption is not correct, please call us and we will provide a cost estimate for the fabrication shop inspections. 65 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 7 ▪ No special site specific training or gear is required to complete our scope of services. ▪ You, or others you may designate, will provide us with current and approved plans and specifications for the project. Modification to these plans must also be sent to us so we can review their incorporation into the work. ▪ We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time. Shorter than 24 hours’ notice may impact our ability to perform the requested services, and the associated impacts will be the responsibility of others. Cost We will furnish the services described in this proposal for an estimated fee of $48,227. A tabulation showing hourly and unit rates associated with our proposed scope of services is attached. To the extent possible, units and hours were reviewed with representatives of the contractor to determine if time frames are consistent with their expectations for completing the various activities. The actual cost of our services will be based on the actual units or hours expended to meet the requirements of the project documents. This cost estimate was developed with the understanding that the scope of services defined herein will be required and requested during our normal work hours of 6:00 a.m. to 4:00 p.m., Monday through Friday. Services that we are asked to provide to meet the project requirements or the contractor’s construction schedule outside our normal business hours will be invoiced using an overtime rate factor. The factor for services provided outside our normal work hours or on Saturday will be 1.25 times the listed hourly rate for the service provided. The factor for services provided on Sunday or legal holidays will be 1.5 times the listed hourly rate for the service provided. We have not included premiums for overtime in our cost estimate; however, we recommend that allowances and contingencies be made for overtime charges based on conversations with the contractor. You will be billed only for services provided on a time and materials basis. Because our services are directly controlled by the schedule and performance of others, the actual cost may vary from our estimate. It is difficult to project all of the services and the quantity of services that may be required for any project. If services are required that are not discussed above, we will provide them at the rates shown in the attached table or, if not shown, at our current Schedule of Charges. We will invoice you on a monthly basis. 66 Oretel Architects Corcoran Community Park – Main Building Proposal QTB219212 July 22, 2025 Braun Intertec Page 8 General Remarks We based the proposed fee on the scope of services described and the assumption that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. If anything in this proposal is not consistent with your requirements, please let us know immediately. We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To accept this proposal and authorize us to proceed, please sign and return it to us in its entirety. We appreciate the opportunity to present this proposal to you. We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. Braun Intertec will not release any written reports until we have received a signed agreement. Ordering services from Braun Intertec constitutes acceptance of the terms of this proposal. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Brandon Rounsville at 612.221.9007 or BRounsville@braunintertec.com or Nathan McKinney at 612.369.5731 or NMcKinney@braunintertec.com. Sincerely, Braun Intertec Corporation Brandon Rounsville, PE Senior Engineer Nathan McKinney, PE Vice President Attachments: Cost Estimate Table General Conditions (11/04/2024) The proposal is accepted, and Braun Intertec is authorized to proceed. _____________________________________________ Authorizer’s Firm _____________________________________________ Authorizer’s Signature _____________________________________________ Authorizer’s Name (please print or type) _____________________________________________ Authorizer’s Title _____________________________________________ Date for 67 Client:Service Description:Work Site Address: 20200 County Rd. 50 Corcoran, MN 55340 Oertel Architects Eric Werner 1795 Saint Clair Ave Saint Paul, MN 55105 (651) 696-5186 Special Inspections and Construction Materials Testing, Building Enclosure Consulting and Observations (BECx) Description Quantity Units Unit Price Extension Phase 1 Construction and Materials Testing Activity 1.1 Soil Observations and Testing $11,672.00 206 Excavation Observations 21.00 Hour 120.00 $2,520.00 Work Activity Detail Qty Units Hrs/Unit Extension Site Grading 3.00 Trips 1.50 4.50 Foundation Excavations 4.00 Trips 1.50 6.00 Drilled Piers 2.00 Trips 1.50 3.00 Utilities 5.00 Trips 1.50 7.50 207 Compaction Testing - Nuclear 48.00 Hour 98.00 $4,704.00 Work Activity Detail Qty Units Hrs/Unit Extension Site Grading 3.00 Trips 3.00 9.00 Foundation Backfill 6.00 Trips 3.00 18.00 Utilities 5.00 Trips 3.00 15.00 Slab On Grade 2.00 Trips 3.00 6.00 1308 Nuclear moisture-density meter charge, per hour 48.00 Each 34.00 $1,632.00 209 Sample pick-up 3.00 Hour 98.00 $294.00 1318 Moisture Density Relationship (Standard), per sample 3.00 Each 208.00 $624.00 128 Senior Engineer 3.00 Hour 216.00 $648.00 1861 CMT Trip Charge 25.00 Each 50.00 $1,250.00 Activity 1.2 Concrete Observations and Testing $10,184.00 260 Concrete Observations 12.00 Hour 120.00 $1,440.00 Work Activity Detail Qty Units Hrs/Unit Extension Footings/ Pads 3.00 Trips 1.00 3.00 Piers 2.00 Trips 1.00 2.00 Stoops/ Aprons 3.00 Trips 1.00 3.00 Drilled Piers 2.00 Trips 1.00 2.00 Trash Enclosure 2.00 Trips 1.00 2.00 261 Concrete Testing 42.00 Hour 98.00 $4,116.00 Work Activity Detail Qty Units Hrs/Unit Extension Footings / Pads 3.00 Trips 3.00 9.00 Piers 2.00 Trips 3.00 6.00 Stoops / Aprons 3.00 Trips 3.00 9.00 Drilled Piers 2.00 Trips 3.00 6.00 Trash Enclosure 2.00 Trips 3.00 6.00 Slab on Grade 2.00 Trips 3.00 6.00 1364 Compressive strength of concrete cylinders (ASTM C 39),per specimen 70.00 Each 42.00 $2,940.00 Work Activity Detail Qty Units Hrs/Unit Extension Footings / Pads 3.00 Set 5.00 15.00 Piers 2.00 Set 5.00 10.00 Stoops / Aprons 3.00 Set 5.00 15.00 Drilled Piers 2.00 Set 5.00 10.00 Trash Enclosure 2.00 Set 5.00 10.00 Slab on Grade 2.00 Sets 5.00 10.00 Page 1 of 307/22/2025 02:32 PM Project Proposal QTB219212 Corcoran Community Park - Main Building 68 278 Concrete Cylinder Pick up 6.00 Hour 98.00 $588.00 Work Activity Detail Qty Units Hrs/Unit Extension Cylinder Pickup 6.00 Trips 1.00 6.00 1861 CMT Trip Charge 22.00 Each 50.00 $1,100.00 Activity 1.3 Masonry Observations and Testing $2,236.00 203 Masonry Observations 9.00 Hour 120.00 $1,080.00 Work Activity Detail Qty Units Hrs/Unit Extension Walls 3.00 Trips 3.00 9.00 213 Masonry Sample Pick up 1.00 Hour 98.00 $98.00 1412 Compressive strength of grout (ASTM C 1019), per specimen 3.00 Each 82.00 $246.00 1409 Compressive strength - Hollow block prisms (ASTM C 1314), per specimen 3.00 Each 204.00 $612.00 1861 CMT Trip Charge 4.00 Each 50.00 $200.00 Activity 1.4 Structural Steel Observations and Testing $825.00 605 ICC Structural Steel Technician 5.00 Hour 125.00 $625.00 Work Activity Detail Qty Units Hrs/Unit Extension Welding, Framing, Bolting 1.00 Trips 3.00 3.00 NDE Final Report 1.00 Each 2.00 2.00 1664 NDE Trip charge 4.00 Each 50.00 $200.00 Activity 1.5 Pavement Observations and Testing $5,184.00 211 Proofroll Observations 12.00 Hour 125.00 $1,500.00 Work Activity Detail Qty Units Hrs/Unit Extension Roadways 2.00 Trips 3.00 6.00 Parking lots 2.00 Trips 3.00 6.00 221 Bituminous Coring, one person 6.00 Hour 125.00 $750.00 Work Activity Detail Qty Units Hrs/Unit Extension Coring 2.00 Trips 3.00 6.00 209 Sample pick-up 6.00 Hour 98.00 $588.00 Work Activity Detail Qty Units Hrs/Unit Extension Hot Asphalt Mix Sample 2.00 Trips 3.00 6.00 1405 Bit wear and patch material, per core 4.00 Each 24.50 $98.00 1542 Thickness and Density of Bituminous Core 4.00 Each 66.00 $264.00 1530 Asphalt Content, per sample 4.00 Each 170.00 $680.00 1532 Extracted Aggregate Gradation, per sample 4.00 Each 124.00 $496.00 1528 Rice Specific Gravity, per sample 4.00 Each 102.00 $408.00 1861 CMT Trip Charge 8.00 Each 50.00 $400.00 Activity 1.6 Project Management, Engineering Review, Oversight $6,112.00 238 Project Assistant 10.00 Hour 98.00 $980.00 226 Project Manager 14.00 Hour 190.00 $2,660.00 128 Senior Engineer 10.00 Hour 216.00 $2,160.00 125 Project Control Specialist 2.00 Hour 156.00 $312.00 Phase 1 Total:$36,213.00 Phase 2 Building Enclosure Consulting and Observations (BECx) Activity 2.1 Design Review (ASHRAE 90.1)$1,974.00 162 Senior Consultant 8.00 Hour 185.00 $1,480.00 521 Report Review 2.00 Hour 247.00 $494.00 Activity 2.2 Building Enclosure Observations (ASHRAE 90.1)$8,048.00 5532 Pre-Construction and Document Review 2.00 Each 672.00 $1,344.00 Page 2 of 307/22/2025 02:32 PM Project Proposal QTB219212 Corcoran Community Park - Main Building 69 Proposal Total:$48,227.00 5501 Building Enclosure Observations (Ea)8.00 Each 788.00 $6,304.00 1870 BaSS Trip Charge 8.00 Each 50.00 $400.00 Activity 2.3 Project Management and Reporting $1,992.00 5515 Final Report 1.00 Each 1,252.00 $1,252.00 162 Senior Consultant 4.00 Hour 185.00 $740.00 Phase 2 Total:$12,014.00 Page 3 of 307/22/2025 02:32 PM Project Proposal QTB219212 Corcoran Community Park - Main Building 70 Rev. 2024-11-04 Page 1 of 2 BRAUN INTERTEC GENERAL CONDITIONS SECTION 1: AGREEMENT 1.1 Agreement. This agreement consists of these General Conditions and the accompanying written proposal or authorization (“Agreement”). This Agreement is the entire agreement between Consultant and Client and supersedes all prior negotiations, representations or agreements, either written or oral. 1.2 Parties to the Agreement. The parties to this Agreement are the Braun Intertec entity (“Consultant”) and the client (“Client”) as described in the accompanying written proposal or authorization. Consultant and Client may be individually referred to as a Party or collectively as the Parties. SECTION 2: SCOPE OF SERVICES 2.1 Services. Consultant will provide services (“Services”) in connection with the project (“Project”) which are specifically described in this Agreement. Client understands and agrees that Consultant’s Services are limited to those which are expressly set forth in this Agreement. 2.2 Additional Services. Any Services not specifically set forth in the Agreement constitute “Additional Services.” Additional Services must be agreed upon in writing by the Parties prior to performance of the Additional Services and may entitle Consultant to additional compensation and schedule adjustments. Additional compensation will be based upon Consultant’s then current rates and fees. SECTION 3: PERFORMANCE OF SERVICES 3.1 Standard of Care. Consultant will perform its professional Services consistent with the degree of care and skill exercised by members of Consultant’s profession performing under similar circumstances at the same time and in the same locality in which the professional Services are performed. CONSULTANT DISCLAIMS ALL STATUTORY, ORAL, WRITTEN, EXPRESS, AND IMPLIED WARRANTIES, INCLUDING WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR PERFORMANCE OF SERVICES IN A GOOD AND WORKMANLIKE MANNER. 3.2 Written Reports and Findings. Unless otherwise agreed in writing, Consultant’s findings, opinions, and recommendations will be provided to Client in writing and may be delivered via electronic format. Client agrees not to rely on oral findings, opinions, or recommendations. 3.3 Observation or Sampling Locations. Locations of field observations or sampling described in Consultant’s report or shown on Consultant’s sketches reference Project plans or information provided by others or estimates made by Consultant’s personnel. Consultant will not survey, set, or check the accuracy of those points unless Consultant accepts that duty in writing. Client agrees that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. Client accepts the inherent risk that samples or observations may not be representative of items not sampled or seen and further that site conditions may vary over distance or change over time. 3.4 Project Site Information. Client will provide Consultant with prior environmental, geotechnical and other reports, specifications, plans, and information to which Client has access about the Project site and which are necessary for Consultant to carry out Consultant’s Services. Client agrees to provide Consultant with all plans, changes in plans, and new information as to Project site conditions until Consultant has completed its Services. 3.5 Subsurface Objects. To the extent required to carry out Consultant’s Services, Client agrees to provide Consultant, in a timely manner, with information that Client has regarding buried objects at the Project site. Consultant will not be responsible for locating buried objects or utilities at the Project site unless expressly set forth in this Agreement, or expressly required by applicable law. Client agrees to hold Consultant harmless, defend, and indemnify Consultant from claims, damages, losses, penalties and expenses (including attorney fees) involving buried objects or utilities that were not properly marked or identified or of which Client had or should have had knowledge but did not timely notify Consultant or correctly identify on the plans Client or others furnished to Consultant. Consultant, from time to time, may hire a third party to locate underground objects or utilities and, unless otherwise expressly stated in this Agreement, such action shall be for the sole benefit of Consultant and in no way will alleviate Client of its responsibilities hereunder. 3.6 Hazardous Materials. Client will notify Consultant of any knowledge or suspicion of the presence of hazardous or dangerous materials present on any Project site or in any sample or material provided to Consultant. Client agrees to provide Consultant with information in Client’s possession or control relating to such samples or materials. If Consultant observes or suspects the presence of contaminants not anticipated in this Agreement, Consultant may terminate Services without liability to Client or to others, and Client will compensate Consultant for fees earned and expenses incurred up to the time of termination. 3.7 Supervision of Others. Consultant shall have no obligation to supervise or direct Client’s representatives, contractors, or other third parties retained by Client. Consultant has no authority over or responsibility for the means, methods, techniques, sequences, or procedures of construction selected or used by Client, Client’s representatives, contractors, or other third parties retained by Client. 3.8 Safety. Consultant will provide a health and safety program for its employees as well as reasonable personal protective equipment (“PPE”) typical for the performance of the Services provided by this Agreement and as required by law. Consultant shall be entitled to compensation for all extraordinary PPE required by Client. Client will provide, at no cost to Consultant, appropriate Project site safety measures which are necessary for Consultant to perform its Services at the Project location or work areas in connection with the Project. Consultant’s employees are expressly authorized by Client to refuse to work under conditions that may, in an employee’s sole discretion, be unsafe. Consultant shall have no authority over or be responsible for the safety precautions and programs, or for security, at the Project site (except with respect to Consultant’s own Services and those of its subconsultants). 3.9 Project Site Access and Damage. Client will provide or ensure access to the site. In the performance of Services some Project site damage is normal even when due care is exercised. Consultant will use reasonable care to minimize damage to the Project site. Unless otherwise expressly stated in this Agreement, the cost of restoration for such damage has not been included in the estimated fees and will be the responsibility of the Client. 3.10 Monitoring Wells. To the extent applicable to the Services, monitoring wells are Client’s property, and Client is responsible for monitoring well permitting, maintenance, and abandonment unless otherwise expressly set forth in this Agreement. 3.11 Contaminant Disclosures Required by Law. Client agrees to make all disclosures related to the discovery or release of contaminants that are required by law. In the event Client does not own the Project site, Client acknowledges that it is Client’s duty to inform the owner of the Project site of the discovery or release of contaminants at the site. Client agrees to hold Consultant harmless, defend, and indemnify Consultant from claims, damages, penalties, or losses and expenses, including attorney fees, related to Client’s failure to make any disclosure required by law or for failing to make the necessary disclosure to the owner of the Project site. SECTION 4: SCHEDULE 4.1 Schedule. Consultant shall complete its obligations within a reasonable time and shall make decisions and carry out its responsibilities in a manner consistent with the Standard of Care. Specific periods of time for rendering Services or specific dates by which Services are to be completed are provided in this Agreement. If Consultant is delayed in the performance of the Services by actions, inactions, or neglect of Client or others for whom Client is responsible, by changes ordered in the Services, or by other causes beyond the control of Consultant, including force majeure events, then the time for Consultant’s performance of Services shall be extended and Consultant shall receive payment for all expenses attributable to the delay in accordance with Consultant’s then current rates and fees. 4.2 Scheduling On-Site Observations or Services. To the extent Consultant’s Services require observations, inspections, or testing be performed at the Project site, Client understands and agrees that Client, directly or indirectly through its authorized representative, has the sole right and responsibility to determine and communicate to Consultant the scheduling of observations, inspections, and testing performed by Consultant. Accordingly, Client also acknowledges that Consultant bears no responsibility for damages that may result because Consultant did not perform such observations, inspections, or testing that Client failed to request and schedule. Client understands that the scheduling of observations, inspections, or testing will dictate the time Consultant’s field personnel spend on the job site and agrees to pay for all services provided by Consultant due to Client’s scheduling demands in accordance with Consultant’s then current rates and fees. SECTION 5: COST AND PAYMENT OF SERVICES 5.1 Cost Estimates. Consultant’s price or fees provided for in this Agreement are an estimate and are not a fixed amount unless otherwise expressly stated in this Agreement. Consultant’s estimated fees are based upon Consultant’s experience, knowledge, and professional judgment as well as information available to Consultant at the time of this Agreement. Actual costs may vary and are not guaranteed or warrantied. 5.2 Payment. Consultant will invoice Client on a monthly basis for Services performed. Client will pay for Services as stated in this Agreement together with costs for Additional Services or costs otherwise agreed to in writing within thirty (30) days of the invoice date. Unless otherwise stated in this Agreement or agreed to in writing, Consultant’s costs for all services performed will be based upon Consultant’s then current rates, fees, and charges. No retainage shall be withheld by Client. All unpaid invoices will incur an interest charge of 1.5% per month or the maximum allowed by law. 5.3 Other Payment Conditions. Consultant will require Client credit approval and Consultant may require payment of a retainer fee. Client agrees to pay all applicable taxes. Client’s obligation to pay for Services under this Agreement is not contingent on Client’s ability to obtain financing, governmental or regulatory agency approval, permits, final adjudication of any lawsuit, Client’s successful completion of any project, receipt of payment from a third party, or any other event. 5.4 Third Party Payment. Provided Consultant has agreed in writing, Client may request Consultant to invoice and receive payment from a third party for Consultant’s Services. Consultant, in its sole discretion, may also require the third party to provide written acceptance of all terms of this Agreement. Neither payment to Consultant by a third party nor a third party’s written acceptance of all terms of this Agreement will alter Client’s rights and responsibilities under this Agreement. Client expressly agrees that 71 Rev. 2024-11-04 Braun Intertec General Conditions Page 2 of 2 the Agreement contains sufficient consideration notwithstanding Consultant being paid by a third party. 5.5 Non-Payment. If Client does not pay for Services in full as agreed, Consultant may retain work not yet delivered to Client and Client agrees to return all Project Data (as defined in this Agreement) that may be in Client’s possession or under Client’s control. If Client fails to pay Consultant in accordance with this Agreement, such nonpayment shall be considered a default and breach of this Agreement for which Consultant may terminate for cause consistent with the terms of this Agreement and without liability to Client or to others. Client will compensate Consultant for fees earned and expenses incurred up to the time of termination. Client agrees to be liable to Consultant for all costs and expenses Consultant incurs in the collection of amounts invoiced but not paid, including but not limited to attorney fees and costs. SECTION 6: OWNERSHIP AND USE OF DATA 6.1 Ownership. All reports, notes, calculations, documents, and all other data prepared by Consultant in the performance of the Services (“Project Data”) are instruments of Consultant’s Services and are the property of Consultant. Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto, of Project Data. 6.2 Use of Project Data. The Project Data of this Agreement is for the exclusive purpose disclosed by Client and, unless agreed to in writing, for the exclusive use of Client. Client may not use Project Data for a purpose for which the Project Data was not prepared without the express written consent of Consultant. Consultant will not be responsible for any claims, damages, or costs arising from the unauthorized use of any Project Data provided by Consultant under this Agreement. Client agrees to hold harmless, defend and indemnify Consultant from any and all claims, damages, losses, and expenses, including attorney fees, arising out of such unauthorized use. 6.3 Samples, Field Data, and Contaminated Equipment. Samples and field data remaining after tests are conducted, as well as field and laboratory equipment that cannot be adequately cleansed of contaminants, are and continue to be the property of Client. Samples may be discarded or returned to Client, at Consultant’s discretion, unless within fifteen (15) days of the report date Client gives Consultant written direction to store or transfer the samples and materials. Samples and materials will be stored at Client’s expense. 6.4 Data Provided by Client. Electronic data, reports, photographs, samples, and other materials provided by Client or others may be discarded or returned to Client, at Consultant’s discretion, unless within 15 days of the report date Client gives Consultant written direction to store or transfer the materials at Client’s expense. SECTION 7: INSURANCE 7.1 Insurance. Consultant shall keep and maintain the following insurance coverages: a. Workers’ Compensation: Statutory b. Employer’s Liability: $1,000,000 bodily injury, each accident | $1,000,000 bodily injury by disease, each employee | $1,000,000 bodily injury/disease, aggregate c. General Liability: $1,000,000 per occurrence | $2,000,000 aggregate d. Automobile Liability: $1,000,000 combined single limit (bodily injury and property damage) e. Excess Umbrella Liability: $5,000,000 per occurrence | $5,000,000 aggregate f. Professional Liability: $2,000,000 per claim | $2,000,000 aggregate 7.2 Waiver of Subrogation. Client and Consultant waive all claims and rights of subrogation for losses arising out of causes of loss covered by the respective insurance policies. 7.3 Certificate of Insurance. Consultant shall furnish Client with a certificate of insurance upon request. SECTION 8: INDEMNIFICATION , CONSEQUENTIAL DAMAGES, LIABILITY LIMITS 8.1 Indemnification. Consultant’s only indemnification obligation shall be to indemnify and hold harmless the Client, its officers, directors, and employees from and against those damages and costs incurred by Client or that Client is legally obligated to pay as a result of third party tort claims, including for the death or bodily injury to any person or for the destruction or damage to any property, but only to the extent proven to be directly caused by the negligent act, error, or omission of the Consultant or anyone for whom the Consultant is legally responsible. This indemnification provision is subject to the Limitation of Liability set forth in this Section 8. 8.2 Intellectual Property. Client agrees to indemnify Consultant against losses and costs arising out of claims of patent or copyright infringement as to any process or system that is specified or selected by Client or others on behalf of Client. 8.3 Mutual Waiver of Consequential Damages. NOTWITHSTANDING ANYTHING TO THE CONTRARY HEREUNDER, NEITHER CONSULTANT NOR CLIENT SHALL BE LIABLE TO THE OTHER FOR ANY CONSEQUENTIAL, PUNITIVE, INDIRECT, INCIDENTAL OR SPECIAL DAMAGES, OR LOSS OF USE OR RENTAL, LOSS OF PROFIT, LOSS OF BUSINESS OPPORTUNITY, LOSS OF PROFIT OR REVENUE OR COST OF FINANCING, OR OTHER SUCH SIMILAR AND RELATED DAMAGE ASSERTED IN THIRD PARTY CLAIMS, OR CLAIMS BY EITHER PARTY AGAINST THE OTHER. 8.4 Limitation of Liability. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL LIABILITY IN THE AGGREGATE OF CONSULTANT, CONSULTANT’S OFFICERS, DIRECTORS, PARTNERS, EMPLOYEES, AGENTS, AND SUBCONSULTANTS, TO CLIENT AND ANYONE CLAIMING BY, THROUGH OR UNDER CLIENT FOR ANY CLAIMS, LOSSES, COSTS, OR DAMAGES WHATSOEVER ARISING OUT OF, RESULTING FROM OR IN ANY WAY RELATED CONSULTANT’S PERFORMANCE OF THE SERVICES OR THIS AGREEMENT, FROM ANY CAUSE OR CAUSES, INCLUDING BUT NOT LIMITED TO NEGLIGENCE, PROFESSIONAL ERRORS AND OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, INDEMNIFICATION OBLIGATIONS OR BREACH OF WARRANTY, SHALL NOT EXCEED THE TOTAL COMPENSATION RECEIVED BY CONSULTANT OR $50,000, WHICHEVER IS GREATER. SECTION 9: MISCELLANEOUS PROVISIONS 9.1 Services Prior to Agreement. Directing Consultant to commence Services prior to execution of this Agreement constitutes Client’s acceptance of this unaltered Agreement in its entirety. 9.2 Confidentiality. To the extent Consultant receives Client information identified as confidential, Consultant will not disclose that information to third parties without Client consent. Additionally, any Project Data prepared in performance of the Services will remain confidential and Consultant will not release the reports to any third parties not involved in the Project. Neither of the aforesaid confidentiality obligations shall apply to any information in the public domain, information lawfully acquired from others on a nonconfidential basis, or information that Consultant is required by law to disclose. 9.3 Relationship of the Parties. Consultant will perform Services under this Agreement as an independent contractor, and its employees will at all times be under its sole discretion and control. No provision in this Agreement shall be deemed or construed to create a joint venture, partnership, agency or other such association between the Parties. 9.4 Resource Conservation and Recovery Act. To the extent applicable to the Services, neither this Agreement nor the providing of Services will operate to make Consultant an owner, operator, generator, transporter, treater, storer, or a disposal facility within the meaning of the Resource Conservation and Recovery Act, as amended, or within the meaning of any other law governing the handling, treatment, storage, or disposal of hazardous substances. Client agrees to hold Consultant harmless, defend, and indemnify Consultant from any claims, damages, penalties or losses resulting from the storage, removal, hauling or disposal of such substances. 9.5 Services in Connection with Legal Proceedings. Client agrees to compensate Consultant in accordance with its then current fees, rates, or charges if Consultant is asked or required to respond to legal process arising out of a proceeding related to the Project and as to which Consultant is not a party. 9.6 Assignment. This Agreement may not be assigned by Consultant or Client without the prior written consent of the other Party, which consent shall not be unreasonably withheld. 9.7 Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended, or will be construed, to confer upon or give any person or entity other than Consultant and Client, and their respective permitted successors and assigns, any rights, remedies, or obligations under or by reason of this Agreement. 9.8 Termination. This Agreement may be terminated by either Party for cause upon seven (7) days written notice to the other Party. Should the other Party fail to cure and perform in accordance with the terms of this Agreement within such seven-day period, the Agreement may terminate at the sole discretion of the Party that provided the written notice. The Client may terminate this Agreement for its convenience. If Client terminates for its convenience, then Consultant shall be compensated in accordance with the terms hereof for Services performed, reimbursable costs and expenses incurred prior to the termination, and reasonable costs incurred as a result of the termination. 9.9 Force Majeure. Neither Party shall be liable for damages or deemed in default of this Agreement to the extent that any delay or failure in the performance of its obligations (other than the payment of money) results, without its fault or negligence, from any cause beyond its reasonable control, including but not limited to acts of God, acts of civil or military authority, embargoes, pandemics, epidemics, war, riots, insurrections, fires, explosions, earthquakes, floods, adverse weather conditions, strikes or lock-outs, declared states of emergency, and changes in laws, statutes, regulations, or ordinances. 9.10 Disputes, Choice of Law, Venue. In the event of a dispute and prior to exercising rights at law or under this Agreement, Consultant and Client agree to negotiate all disputes in good faith for a period of 30 days from the date of notice of such dispute. This Agreement will be governed by the laws and regulations of the state in which the Project is located and all disputes and claims shall be heard in the state or federal courts for that state. Client and Consultant each waive trial by jury. 9.11 Individual Liability. No officer or employee of Consultant, acting within the scope of employment, shall have individual liability for any acts or omissions, and Client agrees not to make a claim against any individual officers or employees of Consultant. 9.12 Severability. Should a court of law determine that any clause or section of this Agreement is invalid, all other clauses or sections shall remain in effect. 9.13 Waiver. The failure of either Party hereto to exercise or enforce any right under this Agreement shall not constitute a release or waiver of the subsequent exercise or enforcement of such right. 9.14 Entire Agreement. The terms and conditions set forth herein constitute the entire understanding of the Parties relating to the provision of Services by Consultant to Client. This Agreement may be amended only by a written instrument signed by both Parties. In the event Client issues a purchase order or other documentation to authorize Consultant’s Services, any conflicting or additional terms of such documentation are expressly excluded from this Agreement. 72 550 Cleveland Avenue North | Saint Paul, MN 55114 Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. July 21, 2025 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Attn: Jessica Buck - (jchristensenbuck@corcoranmn.gov) RE: “Special Inspection” and Construction Testing Services Proposal City of Corcoran Community Park Building 20200 County Road 10 Corcoran, Minnesota AET Proposal No. P-0044033 Dear Ms. Jessica: American Engineering Testing, Inc. (AET) is pleased to offer “Special Inspection” and construction testing services to City of Corcoran. (hereafter referred to as the Client) for the referenced project. This proposal has been prepared in response to your recent email request and describes our understanding of the project, our anticipated scope of services, our unit rates, and an estimated total fee to perform these services. GEOTECHNICAL INFORMATION To our knowledge, a preliminary geotechnical exploration program has not been conducted in the area of the proposed building. Because of this, we cannot comment on the soil conditions at depth. Our judgments will be based only on those soils which we observe in the excavations and those present to the depths explored at our shallow hand auger boring and hand cone penetrometer probe locations. To further explore the soil conditions below these depths, deeper penetration test borings are needed. PROJECT INFORMATION We understand the proposed construction will be a one level park building. We further understand the building will: • Be a park building with an approximate building footprint of 10,500 square feet. • Have a finished first-floor elevation of 100.0 feet. • Be supported by spread footings using an allowable bearing capacity of 2,500 psf. • Have reinforced cast in-place concrete footings, CMU walls, slab on grade and primarily wood framing above grade. • Be able to tolerate normal amounts of settlement for this type of structure (up to 1- inch total and ½-inch differential). 73 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 2 of 7 SCOPE OF SERVICES Based on our review of the available plans, our anticipated scope of services is outlined below. Excavation Observations and Soil Testing During excavation for the building and parking lots, an Engineer I from our firm will visit the site on an on-call basis to perform the following services: • Observe the soils in the bottoms of the excavations completed at that time. • Perform shallow hand auger borings in the excavations. • Perform hand cone penetrometer (HCP) probes in the excavations. • Evaluate the suitability of the soils present in the excavations to support the anticipated fill, structural loads and pavements. • Document the elevations at various locations at the bottoms of the excavations. • Document that adequate oversizing of the excavations is provided to support lateral loads from the footings through the fill. During placement of fill in the building excavations, pavement excavations, and utility trench excavations, an experienced Engineering Technician II will visit the site on an on- call basis to test the compaction of the fill. The technician will perform the following services: • In-place field density tests to evaluate the compaction of the fill soils using the nuclear density gauge or sand cone method. • Standard Proctor tests for each different type of fill encountered at the test locations. • Obtain samples of sand fill and/or aggregate base materials for sieve analysis tests. We estimate a total of 2 trips will be required by the Engineer I to complete the observations of the excavations. We estimate a total of 4 trips will be required by the Engineering Technician II to perform the compaction testing of the fill soils. Subgrade Proof Roll Observations and Testing During or after final grading of the pavement subgrade soils, AET personnel will observe proof rolling of the pavement subgrade soils. These observations will be performed by a Senior Engineering Technician on an on-call basis. Our scope of services will include the following: • Observe the reaction/stability of the pavement subgrade soils as they are proof rolled by a loaded, tandem-axle dump truck. • Evaluate the subgrade deflections under the wheel loads, and mark areas of excessive deflection. Areas of excessive deflection will be shown to personnel from the contractor and/or their subcontractors. • Provide recommendations for correction of the unstable subgrade soils. 74 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 3 of 7 Reinforcing Steel Observations Prior to placement of concrete AET will observe the mild reinforcing steel placed in the formwork for cast-in-place concrete elements for the building. These observations will be performed on an on-call basis by an experienced Engineering Technician II. While at the site, the AET personnel will perform the following services: • Review the most recent plans and specifications available at the jobsite. • Observe that the correct number, size, alignment, and spacing of the bars are provided for the structural elements observed. • Observe that the reinforcing steel bars are provided with the specified cover from formwork, the ground surface, and any future concrete elements. • Observe that the bars are free of dirt, rust, scale, ice, or other deleterious materials that will reduce adhesion to the concrete. • Observe that anchor bolts are installed in the concrete at the spacing indicated on the project plans. Any discrepancies or deficiencies that are observed will be brought to the attention of the contractor and/or their subcontractor. Daily reports of our observations will be available to the contractor and/or authorized personnel at the site. AET does not provide surveying services, therefore, our observations of the reinforcing steel will be based on the positioning of the formwork by the contractor and/or their subcontractors. We are not responsible for the exact locations of the formwork, structural bolts, or embedded items. Concrete Testing Personnel from AET will perform testing of concrete on an on-call basis when requested by the contractor. These services will be performed by experienced, ACI certified Engineering Technicians at the frequencies required by the project specifications. On site visits when we are observing reinforcing steel, we will have the same Engineering Technician remain at the site to perform testing of the concrete, thus reducing mobilization charges. Our services will include the following: • Document that the correct mix is delivered to the site by checking the delivery slips. • Test the slump of the plastic concrete delivered to the site. • Test the air content of the plastic concrete delivered to the site. • Measure the temperature of the plastic concrete delivered to the site. • Compare the test results to the requirements of the project specifications. Any discrepancies from the project specifications will be brought to the attention of the contractor and/or their subcontractor. Daily field reports of our observations and testing will be available to the contractor and other authorized personnel at the site. 75 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 4 of 7 During placement of the concrete, our Engineering Technicians will also cast test cylinders for compressive strength testing. Project specifications require that one set of cylinders be cast for every 100 cubic yards (or fraction thereof) of each type of concrete placed each day. Each set will consist of five cylinders; one will be tested after 7 days and three which will be tested after 28 days. The fifth cylinder will be held in reserve for future testing, if required. AET will also pick up the cylinders from the site and return them to our laboratory for moist curing and testing. The results of our compressive strength tests will be presented periodically, as they become available. We estimate a total of 4 trips will be required by Engineering Technicians to complete the reinforcing steel observation and concrete testing services for reinforced concrete portions of the new construction. We estimate 4 trips will be required by an Engineering Technician I for testing non-reinforced concrete elements. Post-Installed Anchor Installation Observations and Testing (Optional Service) For the placement in the formwork for the concrete to wood structural elements, AET will provide an Engineering Technician II to perform observations of the installation of the post-installed anchors. These services will be performed on an on-call basis when requested by the contractor. The following services, if required by the engineer of record, the city building official and or general contractor would require a change order to our services: • Observe that the specified anchor and epoxy types are installed. • Observe anchor hole depth, diameter, and cleanliness. • Observe installation process for epoxy anchors for compliance with the manufacturer’s ICC-ES procedure. • Observe anchor embedment depth. Fire Stop Material Observations (Optional Service) We will observe the installation of the fire stop materials as they are being installed. These observations will be performed by a Staff Engineer I. The following services, if required by the engineer of record, the city building official and or general contractor would require a change order to our services: • Observe the installation of the fire stop materials along the wall/floor joint, and the wall/ceiling joint. • Observe the installation of the mechanical and electrical penetration fire stop materials. • Compare the products being installed to the details provided by the material supplier. We estimate 4 trips will be required to complete the fire stop material observations for this project. Any deficiencies or deviations which are observed will be reported to contractor and/or their subcontractor. 76 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 5 of 7 Bituminous Observations and Testing (Optional Service) When placement of the bituminous base and wear layers begins, an experienced Engineering Technician II will make site visits on an on-call basis to observe the placement and rolling of the bituminous layers and to perform testing of the bituminous. The following services, if required by the engineer of record, the city building official and or general contractor would require a change order to our services: • Measure the temperature of the bituminous as it is placed and while it is being rolled. • Measure the thickness of the bituminous layer while it is being rolled. • Obtain samples of the bituminous for laboratory testing. We assume the paving will be performed in 2 lifts and assume that 2 trips will be performed by our Engineering Technician for the above referenced observation and sampling services. The samples retrieved from the site will be tested in our laboratory for MnDOT Gyratory properties, including: • Gyratory density, Rice specific gravity, Asphalt Film Thickness (AFT), Coarse Aggregate Angularity (CAA), and Fine Aggregate Angularity (FAA). • Asphalt extraction and aggregate gradation. REPORTING Reports presenting the results of our observations and testing services will be provided periodically during the various phases of construction. At the completion of construction, we will issue a final report summarizing the results of all observations and testing services, if requested. ESTIMATED FEES Our services will be provided on a unit cost basis according to the unit rates provided in the attached Fee Schedule tabulation. Our monthly invoices will be determined by multiplying the number of personnel hours or tests by their respective unit rates. We have also estimated a total cost which we anticipate will be required to complete the previously described observations and testing services. Our estimated total cost will be $12,048.70 without optional service fee schedule and $19,841.00 for the optional fee schedule. We refer you to the attached Fee Schedule for an itemization of how we arrived at this estimated cost. We caution that this is only an estimated cost. Often, variations in the overall cost of the services occur due to reasons beyond our control, such as construction change orders, weather delays, changes in the contractor’s schedule, unforeseen conditions or retesting of services. These variations will affect the actual invoice totals, either increasing or 77 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 6 of 7 decreasing our total costs for the project from those estimated in this proposal. If more time or tests are required, additional fees may be needed to complete the project testing services. If less time or tests are needed, a cost savings will be realized. We will not, however, exceed the estimated total cost for the project without first obtaining your authorization. TERMS AND CONDITIONS All AET Services are provided subject to the Terms and Conditions set forth in the enclosed Construction Service Agreement—Terms and Conditions, which, upon acceptance of this proposal, are binding upon you as the Client requesting Services, and your successors, assignees, joint venturers and third-party beneficiaries. Please be advised that additional insured status is granted only upon written acceptance of the proposal. ACCEPTANCE AET requests written acceptance of this proposal in the Proposal Acceptance box below, but the following actions shall constitute your acceptance of this proposal together with the Terms and Conditions: 1) issuing an authorizing purchase order for any of the Services described in this proposal, 2) authorizing AET’s presence on site, or 3) written or electronic notification for AET to proceed with any of the Services described in this proposal. Please indicate your acceptance of this proposal by signing below and returning a copy to us. When you accept this proposal, you represent that you are authorized to accept on behalf of the Client. GENERAL REMARKS AET appreciates the opportunity to provide this service for you and looks forward to working with you on this project. If you have any questions or need additional information, please contact me. American Engineering Testing, Inc. Prepared By: Reviewed By: LeRoy G. Callais Kevin Beidelman Senior Engineering Assistant Geologist II Phone: 612 965 9279 Phone: 763.244.5413 Email: lcallais@teamAET.com Email: kbeidelman@TeamAET.com 78 Community Park Building – Corcoran, MN AET Proposal No. P-0044033 July 21, 2025 Page 7 of 7 Attachments: Acceptance Block Fee Schedule Tabulation Construction Service Agreement – Terms and Conditions W9 Certificate of Insurance ACCEPTANCE AND AUTHORIZATION: AET Proposal No. P-0044033 3 SIGNATURE: PRINTED NAME: COMPANY: ADDRESS: PHONE NUMBER AND EMAIL: DATE: INVOICING INFORMATION (Provide Company AP Department Information, if present.) AP CONTACT NAME: BILLING/MAILING ADDRESS: AP PHONE NUMBER AND INVOICE EMAIL: P.O. NO./ PROJECT NO.: 79 PROJECT TESTING SERVICES FEE SCHEDULE CITY OF CORCORAN COMMUNITY PARK BUILDING 20200 COUNTY ROAD 50 CORCORAN, MN 55340 AET PROPOSAL No. P-0043288 UNIT BUDGETRATEAMOUNT Excavation Observations - Engineer I for observations of excavations, consultation and reporting (assumes 2 trips to the jobsite).3 Hour $170.00 $510.00 Soil Density Testing - Technician II for soil compaction testing and reporting (assumes 4 trips to the jobsite).6 Hour $120.00 $720.00 Personal or company vehicle mileage.168 Mile $1.35 $226.80 Nuclear Density Gauge Rental - Daily 4 Day $80.00 $320.00 ASTM D698 Standard Proctor 2 Test $195.00 $390.00 Section Subtotal:$2,166.80 Proof Roll Observations - Senior Technician for observations, consultation and reporting (assumes 2 trips to the jobsite).6 Hour $140.00 $840.00 Personal or company vehicle mileage.56 Mile $1.35 $75.60 ASTM C136 Sieve Analysis of Aggregate (Coarse and Fine)2 Test $142.00 $284.00 Section Subtotal:$1,199.60 Reinforcing Steel Observations & Concrete Testing - Technician II for observations of reinforcing steel and testing of concrete (assumes 4 trips to the jobsite).10 Hour $120.00 $1,200.00 Concrete Testing - Technician I for testing of concrete only - NO OBSERVATIONS OF REINFORCING STEEL (assumes 4 trips to the jobsite).10 Hour $105.00 $1,050.00 Personal or company vehicle mileage.224 Mile $1.35 $302.40 Sample Pickup - service from jobsite.4 Each $100.00 $400.00 ASTM C39 Concrete Compressive Strength - Curing, handling and testing of 4" x 8" concrete test cylinders (includes handling of non-tested cylinders).45 Test $44.00 $1,980.00 Section Subtotal:$4,932.40 Masonry & Grout Testing - Technician II for observations of masonry construction, sampling of mortar and grout, consultation and report preparation (assumes 3 trips to the jobsite).7.5 Hour $120.00 $900.00 Personal or company vehicle mileage.84 Mile $1.35 $113.40 ASTM C1019 Sampling and Testing Grout - Curing, handling and compressive strength testing of masonry grout test "prism" specimens (includes handling of non-tested specimens).8 Test $63.00 $504.00 Sample Pickup - service from jobsite.2 Each Quote $0.00 Section Subtotal:$1,517.40 Structural Steel Observations - NDT Level II ICC/CWI Technician for observations of field welded and bolted connections, consultation and report preparation (assumes 1 trip to the jobsite).3 Hour $150.00 $450.00 Personal or company vehicle mileage.150 Mile $1.35 $202.50 Section Subtotal:$652.50 ACI Post-Installed Anchor Observations - ACI Certified Technician for observations of installation of post-installed anchors, consultation and report preparation (assumes # trips to the jobsite).0 Hour $140.00 $0.00 Post-Installed Anchor Observations - Technician II for observation of installation of post- installed anchors, consultation and reporting (assumes 1 trip to the jobsite).3 Hour $120.00 $360.00 Personal or company vehicle mileage.28 Mile $1.35 $37.80 Trip Charge to the jobsite.0 Each Quote $0.00 Section Subtotal:$397.80 Firestop Observations - Engineer I for attending meetings, consultation and report preparation (assumes 1 trip to the jobsite).3 Hour $170.00 $510.00 Firestop Observations - Engineer II for observations, consultation and report preparation (assumes 3 trips to the jobsite).18 Hour $200.00 $3,600.00 Personal or company vehicle mileage.600 Mile $1.35 $810.00 Section Subtotal:$4,920.00 Bituminous Density Testing - Technician II for nuclear density testing of bituminous without roll pattern observation (assumes 2 trips to the jobsite).8 Hour $120.00 $960.00 Personal or company vehicle mileage.150 Mile $1.35 $202.50 Gyratory Mix Properties (MnDOT Suite of Tests) of bituminous; including Asphalt Extraction and Aggregate Gradation tests, Rice Specific Gravity test, and Gyratory Density test. 2 Test $656.00 $1,312.00 Section Subtotal:$2,474.50 Project Management - Engineer II/Project Manager for coordination of AET personnel and activities, attending meetings (if requested), consultation and report preparation.7 Hour $200.00 $1,400.00 Project Administrator for report preparation, review, invoicing.2 Hour $90.00 $180.00 Special Consultation - Senior Engineer for special consultation and report review.0 Hour $230.00 $0.00 Personal or company vehicle mileage.0 Mile $1.35 $0.00 Section Subtotal:$1,580.00 $12,048.70 Optional Service $19,841.00 Project Management & Coordination ESTIMATED SALES BUDGET Bituminous Observations & Testing (Optional Service) Firestop Material Observations (Optional Service ) PROJECT BUDGET Non-Destructive Testing (NDT) Observations Reinforcing Steel Observations & Concrete Testing Post-Installed Anchor Observation & Testing (Optional Service) Subgrade/Base Proof Roll Observations & Testing SERVICE DESCRIPTION Excavation Observations & Compaction Testing UNITS Masonry Observations & Testing ESTIMATED Page 1 of 1 80 CONSTRUCTION SERVICE AGREEMENT - TERMS AND CONDITIONS Page 1 of 4 ACS 403C (01/25) AMERICAN ENGINEERING TESTING, INC. SECTION 1 - RESPONSIBILITIES 1.1 – This Service Agreement – Terms and Conditions (“terms and conditions”) is applicable to all services ("Services") provided by American Engineering Testing, Inc. (AET). As used herein “Services” refer to the scope of Services described in the proposal submitted by AET to C lient. The proposal, these terms and conditions and any appendices attached hereto shall comprise the agreement ("Agreement") between AET and Client for Services described in the proposal and are binding upon the Client, its successors, assignees, joint ventures and third-party beneficiaries. AET requests written acceptance of the Agreement, but the following actions shall also constitute Client’s acceptance of the Agreement: 1) issuing an authorizing purchase order , task order, service order, or any other documentation for any of the Services, 2) authorizing AET’s presence on site, or 3) written or electronic notification for AET to proceed with any of the Services. Issuance of a purchase order, task order or service order by Client which contains separate terms and conditions will not take precedence or modify the terms and conditions contained in this Service Agreement AND THE TERMS AND CONDITIONS OF THIS SERVICE AGREEMENT AND ANY CORRESPONDING PROPOSAL ISSUED BY AET SHALL GOVERN UNLESS AUTHORIZED IN WRITING IN ADVANCE BY AET. 1.2 - Prior to AET performing Services, Client will provide AET with all information that may affect the cost, progress, safety and performance of the Services. This includes, but is not limited to, information on proposed and existing construction, all pertinent sections of contracts between Client and their client and/or Owner which contain flow-down provisions to AET, if they are included, site safety plans or other documents which may control or affect AET's Services. If new information becomes available or changes are made during AET's Services, Client will provide such information to AET in a timely manner. Failure of Client to timely notify AET of changes to the project including, but not limited to, location, elev ation, loading, or configuration of the structure or improvement will constitute a release of any liability of AET. Client will provide a representative for timely answers to project-related questions by AET. 1.3 - AET observes and tests earthwork and other construction operations and materials, and may provide opinions, conclusions and r ecommendations regarding the same. However, AET’s Services do not relieve the contractors of their contractual responsibility to perform their work in accordance with approved plans, specifications and building code requirements. 1.4 - AET personnel do not have authority to accept, reject, direct or otherwise approve the work of the contractor. AET cannot sto p work or waive or alter the requirements of the project documents. Any authority given to AET by Client must be in writing prior to the start of Services. 1.5 - AET does not perform construction management, general contracting or surveying services and our involvement with the project does not constitute any assumption of those responsibilities. 1.6 - Services performed by AET often include sampling at specific locations. Client acknowledges the limitations inherent in sampl ing. Variations in conditions occur between and beyond sampled/tested locations. The passage of time, natural occurrences and d irect or indirect human activities at the site or distant from it may alter the actual conditions. Client assumes all risks associated with such variations. 1.7 - AET is not responsible for interpretations or modifications of AET's recommendations by other persons. 1.8 - Should change in conditions be alleged, Client agrees to notify AET before evidence of alleged change is no longer accessible for evaluation. 1.9 - Test borings and/or cone penetration test soundings to a proper depth below foundation grade and the base of suitable bearing soils are recommended to explore the deeper unseen soil and ground water conditions. Judgments made by AET personnel regarding the suitability of materials and ground water conditions below the bottom of an excavation are limited if sufficiently deep test borings/soundings are not provided by the Client prior to our observations and judgments. AET’s opinions, conclusions and recommendations are qualified to that extent. 1.10 – Pricing in the proposal assumes use of these terms and conditions. AET reserves the right to amend pricing if Client requests modifications to the Agreement or use of Client’s alternate contract format. Any contract amendments made after Client has authorized the Services shall be applicable only to Services performed after the effective date of such amendment. The proposal and these terms and conditions, including term s of payment, shall apply to all Services performed prior to the effective date of such amendment. 1.11 – The AET proposal accompanying these terms and conditions is valid for thirty (30) days after the proposal issuance date to the Client. Any attempt to authorize Services after the expiration date is subject to AET’s right to revise the proposal as necessary. SECTION 2 – ON CALL SERVICES 2.1 - If AET’s Services are performed on an on-call basis at the direction of the Client or its authorized representatives, Client acknowledges the inherent limitations associated with performing engineering judgments and testing Services on a n on-call basis, including without limitation, the inability to completely evaluate, document or judge work and conditions not directly observed or tested by AET. AET’s opinions, conclusions, and recommendations are qualified to the extent of those limitations. 2.2 - Density tests of fill soils represent conditions only at the locations and elevations tested and do not necessarily represent conditions laterally, above or below. AET can only provide judgments regarding the engineered fill system to adequately support the design construction loadings by monitoring the filling process on a continuous basis for consistency of soil type, moisture content, lift thickness, a nd compaction effort. 2.3 – AET requires a minimum of 24 hours’ notice of the need for Services. AET will not be liable for claims, damages, or delays related to failure of Client to provide adequate advance notice to AET. SECTION 3 - SITE ACCESS, UNDERGROUND FACILITIES AND CONSTRUCTION STAKING 3.1 - Client will furnish AET safe and legal site access. 3.2 – With the exception of public utilities which AET will contact state “call before you dig” notification centers (e.g. Gopher State One call in Minnesota), Client will mark or cause to be marked the location of all other underground utilities and structures (Facilities) that service or are located on the site. AET shall be entitled to rely upon the accuracy of all location information supplied by any source. 3.3 – Client shall hold harmless, indemnify and defend AET from all claims, damages, losses, fines, penalties and expenses (including attorney’s fees) arising out of or related to the following: a) Facilities that are not shown or vary from the locations shown on any plans or drawings, b) Facilities that are not located by or vary from the locations marked by Client, governmental or quasi-governmental locator programs, or private utility locating services, or c) any other Facilities that are not disclosed or vary from locations provided by the Client. The obligation to defend AET shall be independent of the obligation to indemnify and hold harmless AET and shall be with independent counsel acceptable to AET. 3.4 - The location and elevation of a proposed structure or facility shall be staked (with offsets) and controlled by surveying or GPS equipment by others. AET’s measurements are made in relation to that information. The reliability of any opinions, conclusions, and recommendation s based on those measurements is strictly dependent on the accuracy of the staking or GPS information provided by others. 81 CONSTRUCTION SERVICE AGREEMENT - TERMS AND CONDITIONS Page 2 of 4 ACS 403C (01/25) AMERICAN ENGINEERING TESTING, INC. 3.5 - During construction, observations and testing Services are based on the positioning of the formwork by the contractor or its subcontractor. AET will not be responsible for any errors or damages resulting from improper location or positioning of the formwork. SECTION 4 - SAFETY 4.1 - Client shall inform AET of any known or suspected hazardous materials or unsafe conditions at the site. Client or its authori zed representative(s) is responsible for the safety of the jobsite. If, during the course of AET's Services, such materials or conditions are discovered, AET reserves the right to take measures to protect AET personnel and equipment or to immediately terminate Services. Client shall be responsible for payment of such additional protection costs. 4.2 - AET shall only be responsible for safety of AET employees at the site; the safety of all others shall be Client's or other persons' responsibility. SECTION 5 - SAMPLES 5.1 - Client shall inform AET of any known or suspected hazardous materials prior to submittal to AET. All samples obtained by or s ubmitted to AET remain the property of the Client during and after the Services. Any known or suspected hazardous material sampl es will be returned to the Client at AET's discretion. 5.2 - Non-hazardous samples will be held for thirty (30) days and then discarded unless, within thirty (30) days of the report date, th e Client requests in writing that AET store or ship the samples. Storage and shipping costs shall be borne solely by Client. SECTION 6 - PROJECT RECORDS The original project records prepared by AET will remain the property of AET. AET shall retain these original records for a m inimum of three years following submission of the report, during which period the project records can be made available to Client at AET's office at reasonable times. SECTION 7 - STANDARD OF CARE AET performs its Services consistent with the level of care and skill normally performed by other firms in the profession at the time of this service and in this geographic area, under similar budgetary constraints. SECTION 8 - INSURANCE AET maintains insurance with coverage and minimum limits shown below. AET will furnish certificates of insurance to Client upon request. 8.1 – Workers’ Compensation Statutory Limits Employer’s Liability $100,000 each accident $500,000 disease policy limit $100,000 disease each employee Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident Professional/Pollution Liability Insurance $1,000,000 per claim $1,000,000 aggregate 8.2 - Commercial General Liability insurance will include coverage for Products/Completed Operations extending one (1) year after completion of AET’s Services as outlined in our proposal, Property Damage, Personal Injury, and Contractual Liability coverage applicable to AET's indemnity obligations under this Agreement. 8.3 - Automobile Liability insurance shall include coverage for all owned, hired and non-owned automobiles. 8.4 - Professional/Pollution Liability Insurance is written on a claims-made basis and coverage will be maintained for one (1) year after completion of AET’s Services as outlined in our proposal. Renewal policies during this period shall maintain the same retroactive date. 8.5 - To the extent permitted by applicable state law, and upon Client’s signing of the proposal, which includes these Terms and Conditions, and return of the same to AET, or Client provided forms of acceptance as defined in Section 1.1; Client and Owner shall be named an “additional insured” on AET’s Commercial General Liability Policy (Form CG D4 14, which includes blanket coverage for the Additional Insured on a Primary and Non-Contributory basis). Client and Owner shall also be named an "additional insured" on a Primary and Non-contributory basis on AET's Automobile Liability Policy (Form CA T4 74). Any other endorsement, coverage or policy requirement may result in additional charges. 8.6 - AET will maintain insurance coverage required by this Agreement at its sole expense, provided such insurance is reasonably available, with insurance carriers licensed to do business in the state in which the project is located and having a current A.M. Best rating of no less than A minus (A-). Such insurance shall provide for thirty (30) days prior written notice to Client for notice of cancellation or material limitations for the policy or ten (10) days' notice for non-payment of premium. 8.7 - AET reserves the right to charge Client for AET’s costs for additional coverage requirements unknown on the date of the propo sal, e.g., coverage limits or policy modification including waiver of subrogation, additional insured endorsements and other project specific requirements. 82 CONSTRUCTION SERVICE AGREEMENT - TERMS AND CONDITIONS Page 3 of 4 ACS 403C (01/25) AMERICAN ENGINEERING TESTING, INC. SECTION 9 - DELAYS If delays to AET's Services are caused by Client or Owner, other parties, strikes, natural causes, pandemic, weather, or other items beyond AET's control, a reasonable time extension for performance of the Services shall be granted, and AET shall receive an equitable fee adjustment. SECTION 10 - PAYMENT, INTEREST AND BREACH 10.1 - Invoices are due net thirty (30) days from the date of receipt of an undisputed invoice. Invoices will be paid without reductions for bond or retention. Client will inform AET of invoice questions or disagreements within fifteen (15) days of invoice date; unless so informed, invoices are deemed correct. 10.2 – Invoices remaining unpaid for sixty (60) days shall constitute a material breach of this Agreement, permitting AET, in its sole discretion and without limiting any other legal or equitable remedies for such breach, to terminate performance of this Agree ment and be relieved of any associated duties to the Client or other persons. Further, AET may withhold from Client data and reports in AET’s possession. If Client fails to c ure such breach, all reports associated with the unpaid invoices shall immediately upon demand be returned to AET and Client may neither use nor rely upon such reports or the Services. 10.3 – AET reserves the right to pursue any unpaid invoice utilizing available remedies at law. AET explicitly reserves its Mechanic Lien or Bond Claim rights for nonpayment of an undisputed invoice. Client is responsible for paying AET expenses and attorney fees related to collection of past due invoices. 10.4 – AET reserves the right to charge a 2.5% fee on any payment made using a credit card or debit card. SECTION 11 - CHANGE ORDERS AET's proposal associated with this project may provide an estimated cost for the work. If the proposal amount is a time and material estimate, or if changes occur affecting the project scope, estimated quantities, project schedule or other unforeseen conditions, AET will co mmunicate with Client and request a change order. However, nothing in this agreement shall be construed in any way as a waiver of payment by Client to AET for Services authorized under this agreement. Approval of a change order may be in writing, by electronic communication, or any directive for additional Services. SECTION 12 - MEDIATION 12.1 - Except for enforcement of AET’s rights to payment for Services rendered or to assert and/or enforce its lien rights, includin g without limitation assertion and enforcement of mechanic’s lien rights and foreclosure of the same, Client and AET agree that a ny claim, dispute or other matter in question arising out of or related to this Agreement shall be subject to mediation as a condition precedent to arbitration or the inst itution of legal or equitable proceedings by either party; provided however that if either party fails to respond to a request for mediation within sixty (60) days, the party requesting mediation may without further notice, proceed to arbitration or the institution of legal or equitable proceedings. 12.2 - Mediation shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association. Request for mediation shall be in writing and the parties shall share the mediator’s f ee and any filing fees equally and each party shall pay their own legal fees. The mediator shall be acceptable to both parties and shall have experience in commercial construction matters. SECTION 13 - LITIGATION REIMBURSEMENT Except for matters relating to non-payment of fees, which is governed by Section 10 hereof, payment of attorney’s fees and costs associated with lawsuits or arbitration of disputes between AET and Client, which are dismissed or are judged substantially in either party's favor, shall be paid by the non-prevailing party. Applicable costs include, but are not limited to, attorney and expert witness fees, court costs, and other direct costs. SECTION 14 - MUTUAL INDEMNIFICATION 14.1 - Subject to the limitations contained in Sections 14 and 17, AET agrees to indemnify Client from and against damages and costs to the extent caused by AET's negligent performance of the Services. 14.2 - Client agrees to indemnify AET from and against damages and costs to the extent caused by the intentional acts or negligence of the Client, Owner, Client's contractors and subcontractors or other third parties. 14.3 - If Client has an indemnity agreement with other persons or entities relating to the project for which AET’s Services are perf ormed, the Client shall include AET as an Additional Insured. 14.4 - AET's indemnification to the Client, including any indemnity required or implied by law, is limited solely to losses or damag es caused by its failure to meet the standard of care and only to the extent of its negligence. SECTION 15 - NON-SOLICITATION Each party to this Agreement (a “Party”) agrees that it will not encourage, induce, or actively solicit any employee of the o ther party to leave their employment for any reason, provided that neither Party is precluded from (a) hiring any such employee who has been terminated by a Party or its subsidiaries prior to commencement of employment discussions between a Party and such employee, or (b) soliciting any such em ployee by means of a general advertisement or through an employment agency that does not specifically pursue the employee, or (c) hiring employees or former employees of the other Party who contact the Party on its own accord. This Non-Solicitation provision shall be effective and enforceable for six (6) months following termination of this Agreement. SECTION 16- MUTUAL WAIVER OF CONSEQUENTIAL DAMAGES Except as specifically set forth herein and to the extent permitted by applicable law, Client and AET waive against each other, and each other’s officers, directors, members, subcontractor, agents, assigns, successors, partners, and employees any and all claims for or entitlement to special, incidental, indirect, punitive, or consequential damages arising out of, resulting from, or in any way related to the Services provided by AET under this Agreement. This mutual waiver of consequential damages includes, but is not limited to, the following: loss of profits; loss of revenue; rental costs/expenses incurred; loss of income; loss of use of property, equipment, materials or services; loss of opportunity; loss of rent; loss of good will; loss of financing; loss of credit; diminution of value; loss of business and reputation; loss of management or employee productivity or the services of such persons; increased financing costs; cost of substitute facilities; cost of substitute goods/property/equipment; cost of substitute services; and/or cost of capital. This mutual waiver is applicable, without limitation, 83 CONSTRUCTION SERVICE AGREEMENT - TERMS AND CONDITIONS Page 4 of 4 ACS 403C (01/25) AMERICAN ENGINEERING TESTING, INC. to all consequential damages due to either party’s termination of this Agreement in accordance with the provisions of the Agreement and related documents and shall survive any such termination. SECTION 17 - LIMITATION OF LIABILITY To the fullest extent permitted by applicable law, the total aggregate liability of AET and its officers, directors, partners, employees, subcontractors, agents, and sub-consultants, to Client and/or Client’s employees, officers, directors, members, agents, assigns, successors, or partners, or anyone claiming through Client, for any and all injuries, damages, claims, losses, or expenses (including attorney’s fees and costs) arising out of, resultin g from or in any way related to Services provided by AET from any cause or causes, including, but not limited to, its negligence, professional errors and omissions, strict liability, breach of contract, or breach of warranty shall not exceed the total compensation in excess of costs received by A ET for Services or $50,000, whichever is less. The limitation of liability set forth herein does not apply to claims arising solely out of or related to the willful or intentional acts of AET. SECTION 18 - POSTING OF NOTICES ON EMPLOYEE RIGHTS Effective June 21, 2010, prime contracts with a value of $100,000 or more and signed by federal contractors on projects with any agency of the United States government must comply with 29 CFR Part 471, which requires physical posting of a notice to employe es of their rights under Federal labor laws. The required notice may be found at 29 Code of Federal Regulations Part 471, Appendix A to Subpart A. The regulation also has a "flow-down" requirement for subcontractors under the prime agreement for subcontracts with a value of $10,000 or more. AET requires strict compliance of its subcontractors working on federal contracts subject to this regulation. The regulation has specific requirements for location of posting and language(s) for the poster. SECTION 19 - TERMINATION After 7 days' written notice, either party may elect to terminate work for justifiable reasons. In this event, the Client shall pay AET for all Services performed, including demobilization and reporting costs to complete the Services. SECTION 20 - SEVERABILITY Any provisions of this Agreement later held to violate a law or regulation shall be deemed void, and all remaining provisions shall continue in force. However, Client and AET will in good faith attempt to replace an invalid or unenforceable provision with one that is valid and enforceable, and which comes as close as possible to expressing the intent of the original provision. SECTION 21 - GOVERNING LAW This Agreement shall be construed in accordance with the Laws of the State of Minnesota without regard to its conflicts of law provisions. SECTION 22 - ENTIRE AGREEMENT This Agreement, including these terms and conditions and attached proposal and appendices, is the entire agreement between AET and Client. Regardless of method of acceptance of this Agreement by the Client, this Agreement supersedes any written or oral agr eements, including purchase/work orders or other Client agreements submitted to AET after the start of our Services. Any modifications to this Agreement must be mutually acceptable to both parties and accepted in writing. No considerations will be given to revisions to AET's terms and conditions or alternate contract format submitted by the Client as a condition for payment of AET's accrued Services. 84 85 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 12/1/2024 License # 20443386 (651) 288-5137 (651) 286-0560 25623 AMERICAN CONSULTING SERVICES INC AMERICAN ENGINEERING TESTING INC AMERICAN PETROGRAPHIC SERVICES INC 550 CLEVELAND AVE N ST PAUL, MN 55114-1804 25666 25674 25615 20443 A 2,000,000 P630539K8896PHX25 1/1/2025 1/1/2026 1,000,000 25,000 2,000,000 4,000,000 4,000,000 2,000,000B 8102L6457122543G 1/1/2025 1/1/2026 15,000,000C CUP3K2260092543 1/1/2025 1/1/2026 15,000,000 0 D UB9H9151012543G 1/1/2025 1/1/2026 1,000,000 N 1,000,000 1,000,000 E PROF/POLL LIABILITY ECH254066939 1/1/2025 EACH CLAIM 10,000,000 E RETRO: 070287 ECH254066939 1/1/2025 1/1/2026 AGGREGATE 15,000,000 RENEWALS: contracts@teamAET.com ILLUSTRATION ONLY ILLUSTRATION CERTIFICATE 25-26 AMERCON-12 AROSS HUB International Great Plains, LLC 245 E. Roselawn Avenue Suite 31 Saint Paul, MN 55117-1940 Ann Ross ann.ross@hubinternational.com The Phoenix Insurance Company The Travelers Indemnity Company of America Travelers Property Casualty Company of America Charter Oak Fire Insurance Company Continental Casualty Company X 1/1/2026 X X X X X X X X 86 13400 15th Avenue North Minneapolis, MN 55441 P (763) 489-3100 F (763) 489-3101 Terracon.com July 23, 2025 Oertel Architects 1795 St. Clair Avenue Saint Paul, MN 55105 Attn: Mr. Eric Werner E: ewerner@oertelarchitects.com Re: Proposal for Construction Observation and Materials Testing Services Corcoran Community Park - Main Park Building 20200 County Road 50 Corcoran, MN 55340 Terracon Proposal No. PMP251141 Dear Mr. Werner: As requested, Terracon Consultants, Inc. (Terracon) is submitting this proposal for completion of construction observation and materials testing services for the above -referenced project. This proposal outlines our understanding of the project and scope of services, provides a fee schedule and estimated cost for our services, and presents our Agreement for Services. Terracon has provided observation and testing services for several similar projects. In addition, we have several on-going projects in the area. We believe our experience and commitment to responsive quality service will make Terracon a valuable asset to the project. Project Information ▪ Project information available for review at the time of this proposal includes: - Civil, structural, and architectural plans dated 05-01-2025 ▪ We understand the project consists of: - The construction of a new park building, parking lot, sidewalk and trails ▪ The structure will be founded on: - Shallow spread footings and isolated column pads composed of formed (or earth formed) cast in-place concrete ▪ The structural framing will be comprised of: - Steel columns - Structural masonry walls - Reinforced concrete - Wood framing 87 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 2 ▪ Also, included as part of the construction will be the following: - Underground utilities - Concrete and asphalt pavement - Site grading fill placement Scope Of Services 2.1 Field and Laboratory Services Terracon will provide appropriately trained employees equipped to respond to the materials testing and construction observation needs of this project as scheduled by the Client or your designated representative. Based on our review of the information provided above, we understand the scope of the on-call services includes: ▪ Earthwork observation and testing: − Site preparation − Site grading fill placement − Foundation wall backfill − Utility trench backfill − Floor slab and pavement subgrade preparation − Granular base placement ▪ Laboratory soil/aggregate testing: − Standard Proctors ▪ Shallow foundation bearing soil observation and testing: − Excavations will be observed for cleanliness and geometry. − Excavation bottoms at select locations will be evaluated using manual sampling and testing techniques to a maximum depth of about three feet below bearing level. − Foundation soil conditions will be compared to information contained in the geotechnical report for this project to determine if suitable bearing conditions exist. ▪ Cast-in-place concrete reinforcing steel observation: − Bar type and grade, size, condition, lap length, cover, position, and securement • Note that we should be contacted to observe walls and columns taller than 5 feet both before and after formwork is set to enable proper viewing of the steel and to verify clearance − Cast in-place anchor bolts − Formwork for general shape, location, and dimensions 88 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 3 ▪ Portland cement concrete field testing and laboratory testing: − Perform temperature, slump, and air content testing − Cast strength specimens • We assume that strength specimens will be 4” x 8” cylinders and that sample pickups will be performed only during normal business hours Monday through Friday unless directed otherwise. If pickups are requested outside of this timeframe, special arrangement s will need to be made and additional costs will apply. • We assume that a temperature-controlled environment meeting ASTM standard will be available to us for sample storage or that it will be acceptable for us to store samples exposed on the jobsite or in a moderately controlled environment provided by us (such as a cure box). However, it is not in our scope to provide fully climate-controlled enclosures. If this is a requirement, additional costs will apply. − Review batch tickets in the field for use of required design mix − Laboratory testing • Compressive strength of concrete ▪ Structural steel observation of field-made connections: - Review welder certifications - Perform periodic visual observations of structural welded connections including primary framing members • Observations of ancillary framing such as for rooftop units, curtain walls, brick ledges and cold-formed light gauge steel framing is not a part of this scope. - Visual observation of bolted connections • We assume bolted connections will either be snug-tight or tension control bolts will be utilized if full pre-tensioning is required. Observations of other methods of pre-tensioning can be performed, but may require additional time and cost. - Visual observation of column anchor bolts - Visual observation of decking fasteners - We assume the steel fabrication shop is AISC certified and fabrication shop inspections will not be required. ▪ Structural masonry observation and testing: − Observation, structural masonry construction in general accordance with ACI530 Level B • In general, Level B includes periodic observations of site prepared mortar, construction of mortar joints, location of vertical and horizontal reinforcement, condition of cells to be grouted, cold or hot weather masonry practices as applicable, and the pre paration of samples. Level B also includes continuous observation of grout placement - Material sampling • Measure grout flow/slump and temperature and cast 3” x 6” grout prisms. For estimating purposes, we assume that cardboard grout sample boxes will be allowed due to the low cost and convenience. However, they are not recognized as an approved mold by ASTM. If the client wishes grout prisms to be formed in general accordance with ASTM C1019, we will need access to forming materials and a protected space onsite to make the samples, and additional costs will apply. - Laboratory testing • Compressive strength of grout 89 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 4 ▪ Wood framing observation: − Periodic observation of main framing members (studs, headers, joists, trusses, rafters) − Blocking, bracing, and sheathing − Connection hardware (nails, screws, anchors, clips, tie-downs). Note that we will not be able to confirm some items like the size/type of nails used after installation, but we can observe their number and spacing. ▪ Firestop observation and testing: − Observe material type and installation procedures − Perform destructive verification testing ▪ 2% of each type of through penetration firestop system per 10,000 square feet per floor (not less than 1 test) ▪ 1 sample per 500 lineal feet of each fire resistive joint system (not less than 1 test) ▪ Post-installed anchor installation observation: − Hole depth, diameter, and cleanliness − Installation process for epoxy or mechanical anchors − Anchor embedment depth ▪ Project Management: − Attendance at pre-construction and project meetings at Client’s request − Technical consulting at Client’s request − Supervision of laboratory and field services − Preparation and review of project reports and invoices If we have misunderstood any aspect of the proposed project, please advise us at once so we can evaluate the scope of services and make any necessary adjustments prior to finalizing the contract. Once the project is underway, you can request additional ser vices. We will confirm your request by sending you a short supplemental agreement form that states the additional services, making them part of the original agreement. 2.2 Scheduling Terracon’s services will be performed on an as-requested basis with scheduling by the Client or the client’s designated representative. Terracon will not be responsible for scheduling our services and will not be responsible for tests or observations that are not performed due to failure to schedule our services on the project. Since our personnel will not be at the site on a resident basis, it will be imperative that we be advised when work is in progress. Services should be scheduled a minimum of 24 hours in advance. Scheduling personnel will be on an as-available basis which may require changes in personnel assigned to the project. For instances of short-notice requests, a same day rate of 1.5 times the standard rate will apply. Same day cancelations will result in a 2-hour minimum charge. All requests for services should be submitted to the Terracon Minneapolis / St Paul metro dispatch phone line at the following phone number: (651) 894-6644. Services should not be scheduled through our field personnel. We recommend the scope of work described in this proposal be provided to the person(s) responsible for scheduling our services so they are aware of the services that are proposed. 90 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 5 2.3 Data Collection and Reporting All field technicians are responsible to provide a daily report identifying what work was found to be in compliance with the project specifications and drawings and report any non -conformances. The field technicians are required to immediately communicate any non-conformances to the site superintendent and our Project Manager. Effective and timely communication is essential for non-conforming items. Our Project Manager will be responsible for reviewing each technician’s reports, keeping non -conformance lists up-to-date, and communicating test results in a timely manner. To ensure our project manager and field personnel meet the goals we have set for report turnaround, we have developed report tracking software to evaluate the status of any test result or report within our system. This allows us to achieve better communication, more consistency, and faster turnaround of reporting on the project. Data, observations, and other testing and inspection information are easily entered into the system and reports are auto-generated allowing for immediate availability of test results. Terracon will maintain non-conformance logs and lists for all testing types performed by us. The list will be maintained electronically in our database and can be updated and e-mailed or printed at any time. In order to provide our clients with real -time field and laboratory data management and reporting, Terracon developed and maintains an automated application that we call CMELMS. The acronym stands for Construction Materials Engineering Laboratory Management System and is utilized by construction materials engineering and testing operations in our offices. CMELMS is a complete and comprehensive field and laboratory testing data and results management system. The application can manage an unlimited number of reports and data for ease of reporting and documentation purposes. Features in the application include accessing and distributing test results and field observation reports by a push of a button. CMELMS automates the delivery of our testing and inspection information and can be used anywhere with an internet connection or through a wireless device. Data (test results and inspections) can be entered into the application right from the project site so that project managers and engineering staff have real-time access to the field data. Final Client Reports are produced in the same application, which allows us to achieve better communication, more consistency, and faster turnaround of reports on the project. Compass is Terracon’s latest client interfacing tool and elevates the way we do business. Terracon offers you the ability to view and interact with your testing data in a new way and is committed to using innovative techniques to deliver quality projects. Construction data is viewed by geographic location in relation to your project drawings as part of our seamless project delivery system. Within Terracon Compass, you can access our projects and their associated data, including environmental and geotechnical projects. When you open a materials project within Compass, you will see your materials tests and observations placed on a map. This geographic reference allows you to find your information by the “where”, rather 91 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 6 than the “when.” Other features and advantages of Compass include: • Filters for Date Performed, Service Type and Test Result Status and intuitive test status designations • Augmented Testing Reports with In-Place Locations • Deviation or Non-Conformance Summary: Image overlays to reference multiple plan pages to your test results • Map layer options: Test results are inserted into Compass as soon as the report has been reviewed and distributed. It becomes easier than ever to view and close deviations with an option to display within a map while also showing them in a table format. • Fast turnaround of information and reports Traditional methods of reporting and accessing results of your project’s inspections, testing, and observations are no longer sufficient for today’s construction projects. With a large number of reports generated on a single project, you now have a solution to quickly find and view specific data to make timely, informed decisions for your project. One of Terracon Compass’ greatest strengths is that we curate your projects for your future. Terracon Compass shows your team members an interactive map with locations of past and present projects to navigate geographically; or for those that prefer a tabular format, we have that option too. Our Project Managers and/or field technicians will report failing tests or non -conformance items immediately to the designated parties and will typically have digitally-signed reports distributed by the end of the next business day. As stated, using our CM ELMS software and our field reporting and communication services and capabilities, the test results and inspection information is quickly entered into the system and a report produced. Non-deviation reports will typically be digitally signed and distributed within 5 business days of service. Laboratory test reports will typically be digitally signed and distributed within two business days of the completion of each test. Our reports can be sent digitally via email, posted to our Client Document Website (CDW), or posted to a designated ftp website. 2.4 Terracon’s Incident and Injury-Free Culture Employee safety is a core value of Terracon and we are committed to an Incident and Injury-Free (IIF) workplace. It is our personal and organizational commitment at all levels of the company to everyone going home safe to their family every day. All employees are expected to perform their job assignments with safety as a primary objective. Terracon dedicates the time, resources, and equipment necessary for an IIF environment and no employee will be required to work in unsafe conditions. 92 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 7 Compensation Based on our review of the above-referenced information, our estimated cost to perform the proposed scope of services is $ 24,080.00. A breakdown of our cost is provided in the attached Cost Estimate. For the purposes of developing this estimate, the quantities were estimated based on typical means and methods utilized by contractors/subcontractors in this area. It should be noted the Client would be billed only for the amount of service provided, i.e. Terracon will not bill for the total budget if the total booked is less than the budget. Please note this is only a budget estimate and not a not-to-exceed price. Many factors, including those out of our control, such as weather and the contractor’s schedule, responses to requests for information, and how often we are called to the site, will dictate the final fee for our services. Furthermore, all costs associated w ith deviations, re- testing and re-inspections of failing items, on-site standby time, overtime, and short notice premiums are not included in our estimated cost. Authorization This proposal may be accepted by executing the attached Agreement for Services. and returning it along with this proposal to Terracon. We reserve the right to withhold our reports until the signed Agreement has been received by Terracon. This Agreement, including the limitations it contains, shall constitute the exclusive terms, conditions and services to be performed for this project. This proposal is valid only if authorized within sixty days from the listed proposal date. We appreciate the opportunity to provide this proposal and look forward to working with you on this project. Please call the undersigned if you have any questions or would like to review this proposal. Sincerely, Terracon Consultants, Inc. Kent Kruse Brandon Saeger P.E. Project Manager – Materials Services Department Manager Copies to: Addressee (1 pdf) Attachments: Cost Estimate Agreement for Services. Alternate Scope: Construction Stormwater Inspections 93 Proposal for Construction Observation and Material Testing Services Corcoran Community Park - Main Park Building | Corcoran, MN July 23, 2025 | Terracon Proposal No. PMP251141 8 Weekly SWPPP Inspections Based on our understanding of the project we anticipate that the following will be required: ▪ Weekly (every seven days) or post qualifying rain event Construction Stormwater Pollution Prevention Plan (SWPPP) Inspections conducted by a Qualified Inspector (QI) for the duration of construction activities and until the site has reached final stabiliza tion in accordance with the State Construction General Permit (CGP). ▪ Attend the Site Preconstruction Meeting. ▪ Monitor Contractors operations and ensure best management practices (BMP) are present, not damaged, and operating as intended during construction, and installation are complaint with the approved phased erosion and sediment control plan (ESC) Plan. ▪ Notify the project team of required corrective actions, deficiencies or violations immediately upon discovery, and report any deficiencies not immediately addressed and corrected. ▪ Terracon will provide SWPPP inspection reports to the Client to be signed by an authorized representative. Alternatively, Terracon will sign SWP3 inspection reports when Delegation of Authority (DOA) is provided by the client to Terracon (only if applicab le in the project Jurisdiction). Project Initiation Terracon will require the Client to provide the following documents and information: ▪ Site drainage map, Erosion and Sediment Control Plan, and engineering site drawings in PDF format; ▪ SWPPP document; ▪ Name(s) and emergency contact information for individual(s) responsible for onsite implementation of the SWPPP; ▪ Delegation of Authority (DOA) for stormwater inspection report signatures (if applicable); and ▪ Information regarding construction activities, schedule, and tentative completion date. Compensation Description Cost Approved Weekly or as required SWPPP Inspections $550 (Per inspection) Yes □ No □ 94 DESCRIPTION RATE QUANTITY UNITS TRIPS TOTAL QUANTITY TOTAL 8,740.00$ 1,900.00$ Field Technician 100.00$ 3 hours 5 15 1,500.00$ Trip Charge 50.00$ 1 trips 5 5 250.00$ Nuclear Gauge (Equipment) 30.00$ 1 trips 5 5 150.00$ 1,520.00$ Field Technician 100.00$ 3 hours 4 12 1,200.00$ Trip Charge 50.00$ 1 trips 4 4 200.00$ Nuclear Gauge (Equipment) 30.00$ 1 trips 4 4 120.00$ 2,280.00$ Field Technician 100.00$ 3 hours 6 18 1,800.00$ Trip Charge 50.00$ 1 trips 6 6 300.00$ Nuclear Gauge (Equipment) 30.00$ 1 trips 6 6 180.00$ 2,280.00$ Field Technician 100.00$ 3 hours 6 18 1,800.00$ Trip Charge 50.00$ 1 trips 6 6 300.00$ Nuclear Gauge (Equipment) 30.00$ 1 trips 6 6 180.00$ 760.00$ Senior Field Technician 110.00$ 3 hours 2 6 660.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 800.00$ Standard Proctor (ASTM D698)200.00$ 4 tests 1 4 800.00$ 760.00$ Senior Field Technician 110.00$ 3 hours 2 6 660.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 6,745.00$ 1,110.00$ Field Technician 100.00$ 4 hours 2 8 800.00$ Compressive Strength of 4” x 8” Cylinder (ASTM C39)20.00$ 5 tests 2 10 200.00$ Cure Box 5.00$ 1 trips 2 2 10.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 555.00$ Field Technician 100.00$ 4 hours 1 4 400.00$ Compressive Strength of 4” x 8” Cylinder (ASTM C39)20.00$ 5 tests 1 5 100.00$ Cure Box 5.00$ 1 trips 1 1 5.00$ Trip Charge 50.00$ 1 trips 1 1 50.00$ 1,110.00$ Field Technician 100.00$ 4 hours 2 8 800.00$ Compressive Strength of 4” x 8” Cylinder (ASTM C39)20.00$ 5 tests 2 10 200.00$ Cure Box 5.00$ 1 trips 2 2 10.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 2,220.00$ Field Technician 100.00$ 4 hours 4 16 1,600.00$ Compressive Strength of 4” x 8” Cylinder (ASTM C39)20.00$ 5 tests 4 20 400.00$ Cure Box 5.00$ 1 trips 4 4 20.00$ Trip Charge 50.00$ 1 trips 4 4 200.00$ 1,750.00$ Field Technician 100.00$ 3 hours 5 15 1,500.00$ Trip Charge 50.00$ 1 trips 5 5 250.00$ Slab on Grade Exterior Concrete Compressive Strength Sample Pickup Laboratory Soil / Aggregate Testing Foundation Excavation Observation & Testing Reinforced Concrete Observation and Portland Cement Concrete Testing Footings Walls, Columns, and Piers Site Grading Fill Placement Foundation Wall Backfill Placement Utility Trench Backfill Placement Pavement Subgrade and Granular Base Placement Subgrade Observation Fee Estimate Materials Services Corcoran Community Park - Main Park Building Terracon Proposal No. PMP251141 Earthwork Observation & Testing Explore with us 95 DESCRIPTION RATE QUANTITY UNITS TRIPS TOTAL QUANTITY TOTAL Fee Estimate Materials Services Corcoran Community Park - Main Park Building Terracon Proposal No. PMP251141 Earthwork Observation & Testing 410.00$ 410.00$ Structural Steel Technician 120.00$ 3 hours 1 3 360.00$ Trip Charge 50.00$ 1 trips 1 1 50.00$ 1,770.00$ 1,070.00$ Field Technician 100.00$ 4 hours 2 8 800.00$ Compressive Strength of 3" x 6" Grout Prism 20.00$ 4 tests 2 8 160.00$ Cure Box 5.00$ 1 trips 2 2 10.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 700.00$ Field Technician 100.00$ 3 hours 2 6 600.00$ Trip Charge 50.00$ 1 trips 2 2 100.00$ 380.00$ Senior Field Technician 110.00$ 3 hours 1 3 330.00$ Trip Charge 50.00$ 1 trips 1 1 50.00$ 380.00$ Senior Field Technician 110.00$ 3 hours 1 3 330.00$ Trip Charge 50.00$ 1 trips 1 1 50.00$ 380.00$ Senior Field Technician 110.00$ 3 hours 1 3 330.00$ Trip Charge 50.00$ 1 trips 1 1 50.00$ 3,715.00$ Project Manager/Engineer 150.00$ 15 hours 1 15 2,250.00$ Senior Project Manager/Engineer 185.00$ 1 hours 1 1 185.00$ Project Coordinator 80.00$ 8 hours 1 8 640.00$ Field Engineer 120.00$ 2 hours 1 2 240.00$ Project Setup Fee 200.00$ 1 each 1 1 200.00$ Project Close Fee 200.00$ 1 each 1 1 200.00$ Total 24,080.00$ Wood Framing Observation Project Management Structural Masonry Observation & Testing Reinforcing Steel and Masonry Cell Observation, Sample Preparation Compressive Strength Sample Pick Up Post-Installed Anchor Observation Firestop Observation & Testing Structural Steel Observation and Testing Visual Observation of Bolted and Welded Connections Explore with us 96 Reference Number: PMP251141 Page 1 of 2 Rev. 11-22 AGREEMENT FOR SERVICES This AGREEMENT is between Oertel Architects (“Client”) and Terracon Consultants, Inc. (“Consultant”) for Services to be provided by Consultant for Client on the Corcoran Community Park - Main Park Building project (“Project”), as described in Consultant’s Proposal dated 07/22/2025 (“Proposal”), including but not limited to the Project Information section, unless the Project is otherwise described in Exhibit A to this Agreement (which section or Exhibit is incorporated into this Agreement). 1. Scope of Services. The scope of Consultant’s services is described in the Proposal, including but not limited to the Scope of Services section (“Services”), unless Services are otherwise described in Exhibit B to this Agreement (which section or exhibit is incorporate d into this Agreement). Portions of the Services may be subcontracted. Consultant’s Services do not include the investigation or detection of, nor do recommendations in Consultant’s reports address the presence or prevention of biological pollutants (e.g., mold, fungi, bacteria, viruses, or their byproducts) or occupant safety issues, such as vulnerability to natural disasters, terrorism, or violence. If Services include purchase of software, Client will execute a separate software license agreement. Consultant’s findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services. 2. Acceptance/ Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation fo r Client at Client’s request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. I n the event Client uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Either party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid c osts incurred and fees earned to the date of termination plus reasonable costs of closing the Project. 3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so reque sts, Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Serv ices and fees for the requested changes. Following Client’s review, Client shall provide written acceptance. If Client does not follow these proced ures, but instead directs, authorizes, or permits Consultant to perform changed or additional work, the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time of proposal, Consultant is entitled to a change order equitably adjusting its Services and fee. 4. Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Proposal , including but not limited to the Compensation section, unless fees are otherwise stated in Exhibit C to this Agreement (which section or Exhibit is incorporated into this Agreement). If not stated in either, fees will be according to Consultant’s current fee schedule. Fee schedules are valid for the calendar year in which they are issued. Fees do not include sales tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least monthly and payment is due upon receipt of invoice. Client shall notify Consultant in writing, at the address below, within 1 5 days of the date of the invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of 1.5% per month, but not exceeding the maximum rate allowed by law, for all unpaid amounts 30 days or older. Client agrees to pay all collection-related costs that Consultant incurs, including attorney fees. Consultant may suspend Services for lack of timely payment. It is the responsibility of Client to determine whether federal, state, or local prevailing wage requirements apply and to notify Consultant if prevailing wages ap ply. If it is later determined that prevailing wages apply, and Consultant was not previously notified by Client, Client agrees to pay the prevailing wage f rom that point forward, as well as a retroactive payment adjustment to bring previously paid amounts in line with prevailing wages. Client also agrees to defend, indemnify, and hold harmless Consultant from any alleged violations made by any governmental agency regulating prevailing wage activity for failing to pay prevailing wages, including the payment of any fines or penalties. 5. Third Party Reliance. This Agreement and the Services provided are for Consultant and Client’s sole benefit and exclusive use with no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third p arties other than those who have executed Consultant’s reliance agreement, subject to the prior approval of Consultant and Client. 6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING CONSULTANT’S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS RELATED CORPORATIONS AND EMPLOYEES) TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF $50,000 OR CONSULTANT'S FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF CONSULTANT’S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE, CAUSE(S), OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. THIS LIMITATION SHALL NOT APPLY TO THE EXTENT THE DAMAGE IS PAID UNDER CONSULTANT’S COMMERCIAL GENERAL LIABILITY POLICY. 7. Indemnity/Statute of Limitations. Consultant and Client shall indemnify and hold harmless the other and their respective employees from and against legal liability for claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are legally determined to be caused by their negligent acts, errors, or omissions. In the event such claims, losses, damages, or expenses are legally determined to be caused by the joint or concurrent negligence of Consultant and Client, they shall be borne by each party in proportion to its own negligenc e under comparative fault principles. Neither party shall have a duty to defend the other party, and no duty to defend is hereby created by this indemnity provision and such duty is explicitly waived under this Agreement. Causes of acti on arising out of Consultant’s Services or this Agreement regardless of cause(s) or the theory of liability, including negligence, indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence to run not later than the date of Consultant’s substantial completion of Services on the project. 8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED, CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT’S SERVICES AND CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 9. Insurance. Consultant represents that it now carries, and will continue to carry: (i) workers’ compensation insurance in accordance with the laws of the states having jurisdiction over Consultant’s employees who are engaged in the Services, and employer’s liability insuranc e ($1,000,000); (ii) commercial general liability insurance ($2,000,000 occ / $4,000,000 agg); (iii) automobile liability insurance ($2,000,000 B.I. and P.D. combined single limit); (iv) umbrella liability ($5,000,000 occ / agg); and (v) professional liability insurance ($1,000,000 claim / agg). Certificates of insurance will be provided upon request. Client and Consultant shall waive subrogation against the other party on all general liability and pro perty coverage. 97 Reference Number: PMP251141 Page 2 of 2 Rev. 11-22 10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR ANY SPECIAL, CONSEQUENTIAL, INDIRECT, PUNITIVE, OR EXEMPLARY DAMAGES. 11. Dispute Resolution. Client shall not be entitled to assert a Claim against Consultant based on any theory of professional negligence unless and until Client has obtained the written opinion from a registered, independent, and reputable engineer, architect, or geologist that Consultant has violated the standard of care applicable to Consultant’s performance of the Services. Client shall provide this opinion to Consultant and the parties shall endeavor to resolve the dispute within 30 days, after which Client may pursue its remedies at law. This Agreement shall be governed by and construed according to Kansas law. 12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or other exploratory services. Client understands Consultant’s layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Servi ces; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided un less specifically included in the Services. 13. Testing and Observations. Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and o pinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive , and are conducted to reduce - not eliminate - project risk. Client shall cause all tests and inspections of the site, materials, and Services performed by Consultant to be timely and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract docum ents, and Consultant’s recommendations. No claims for loss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and inspections have been so performed and Consultant’s recommendations have been followed. Unless otherwise stated in the Propos al, Client assumes sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and suffici ent for Client’s intended purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can perform these Services. Consultant is not res ponsible for damages caused by Services not performed due to a failure to request or schedule Consultant’s Services. Consultant shall not be responsible for the quality and completeness of Client’s contractor’s work or their adheren ce to the project documents, and Consultant’s performance of testing and observation services shall not relieve Client’s contractor in any way from its responsibility for defects discovered in its work, or create a warranty or guarantee. Consultant will not supervise or direct the work performed by Client’s contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total estimated cost does not guarantee a maximum cost to complete the Services. The quantities, when given, are estimates based on contract documents and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed a nd/or controlled by others, any quantity extensions must be considered as estimated and not a guarantee of maximum cost. 14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing procedures (unless stated otherwise in the Services). Client shall furnish or cause to be furnished to Consultant all documents and information known or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, tox ic, radioactive, or contaminated materials (“Affected Materials”) at or near the site, and shall immediately transmit new, updated, or revised information as it becomes available. Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or ta ke title to any Affected Materials. Client shall have the obligation to make all spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shall not be responsible for any claims, losses, or damages allegedly arising out of Consultant’s performance of Services hereunder, or for any claims against Consultant as a generator, disposer, or arranger of Affected Materials under federal, state, or local law or ordinance. 15. Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant’s property. Proprietary concepts, systems, and ideas developed during performance of the Services shall remain the sole propert y of Consultant. Files shall be maintained in general accordance with Consultant’s document retention policies and practices. 16. Utilities. Unless otherwise stated in the Proposal, Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. C onsultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant’s attention, are not correct ly marked, including by a utility locate service, or are incorrectly shown on the plans furnished to Consultant. 17. Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and complete the Services and will execute any necessary site access agreement. Consultant will be responsible for supervision a nd site safety measures for its own employees, but shall not be responsible for the supervision or health and safety precautions for any third parties, including Client’s contractors, subcontractors, or other parties present at the site. In addition, Consultant retains the right to stop work wit hout penalty at any time Consultant believes it is in the best interests of Consultant’s employees or subcontractors to do so in order to reduce the r isk of exposure to unsafe site conditions. Client agrees it will respond quickly to all requests for information made by Consultant related to Consultant’s pre-task planning and risk assessment processes. Consultant: Terracon Consultants, Inc. Client: Oertel Architects By: Date: 7/23/2025 By: Date: Name/Title: Brandon J Saeger / Department Manager III Name/Title: Eric Werner, AIA / Associate Principal Address: 955 Wells St, Ste 100 Address: 1795 St. Clair Avenue Saint Paul, MN 55106-3870 St. Paul, MN 55105 Phone: (651) 770-1500 Fax: Phone: Fax: Email: Brandon.Saeger@terracon.com Email: ewerner@oertelarchitects.com 98 STAFF REPORT Agenda Item: 6.k Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Hunters Ridge Turn Lane Improvements- Pay Request 1 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 1 to SR Weidema, Inc. in the amount of $37,899.30. Financial/Budget This project is funded via Bellwether and Hope Meadows development escrows. Options Approve Pay Request 1 for the Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $37,899.30. Decline. Recommendation Approve Pay Request 1 for the Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $37,899.30. Council Action Consider a motion to approve Pay Request 1 for the Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $37,899.30. Attachments 1. Hunters Ridge Turn Lane Improvements- Pay Request #1.pdf 99 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 193807336 Date: August 1, 2025 Subject: Pay Request #1 to SR Weidema, Inc. – County Road 116 and Hunters Ridge Turn Lane Improvements Council Action Requested Staff recommends that City Council approve pay application #1 for the County Road 116 and Hunters Ridge Turn Lane Improvements project to SR Weidema, Inc. in the amount of $37,899.30. Summary Pay request #1 includes mobilization, tree removal, initial erosion control measures, and saw cutting of bituminous pavement. Weidema is beginning additional removals and the installation of storm sewer. In the upcoming week they plan to make significant progress on the construction of the turn lanes. Below is a summary of the work completed to date: Total Contract Value to Date $622,966.93 Work Completed to Date $39,894.00 5% Retainage $1,994.70 Amount Paid to Date $0.00 Total Pay App #1 $37,899.30 Engineer’s Recommendation We recommend approving Pay Request #1 to SR Weidema, Inc. in the amount of $37,899.30. 100 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION LUMP SUM 1 $23,000.00 23,000.00$ 0.5 11,500.00$ 0.0 -$ 0.50 11,500.00$ 2 CLEAR & GRUB TREE EACH 18 $440.00 7,920.00$ 28 12,320.00$ 0.0 -$ 28.00 12,320.00$ 3 PAVEMENT MARKING REMOVAL LIN FT 4,391 $0.80 3,512.80$ 0 -$ 0.0 -$ 0.00 -$ 4 REMOVE SIGN EACH 10 $40.00 400.00$ 0 -$ 0.0 -$ 0.00 -$ 5 SALVAGE SIGN EACH 5 $40.00 200.00$ 0 -$ 0.0 -$ 0.00 -$ 6 SALVAGE AND REINSTALL MAILBOX EACH 3 $170.00 510.00$ 0 -$ 0.0 -$ 0.00 -$ 7 REMOVE PIPE CULVERTS LIN FT 455 $15.00 6,825.00$ 0 -$ 0.0 -$ 0.00 -$ 8 REMOVE 4" SCH. 40 DRAIN TILE LIN FT 95 $7.00 665.00$ 0 -$ 0.0 -$ 0.00 -$ 9 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2,589 $4.00 10,356.00$ 2452 9,808.00$ 0.0 -$ 2452.00 9,808.00$ 10 REMOVE BITUMINOUS PAVEMENT SQ YD 2,260 $6.00 13,560.00$ 0 -$ 0.0 -$ 0.00 -$ 11 MILL BITUMINOUS SURFACE (2.0") SQ YD 1,260 $6.50 8,190.00$ 0 -$ 0.0 -$ 0.00 -$ 12 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $6,500.00 6,500.00$ 0 -$ 0.0 -$ 0.00 -$ 13 GRANULAR BORROW TON 50 $22.00 1,100.00$ 0 -$ 0.0 -$ 0.00 -$ 14 COMMON EXCAVATION - ONSITE (EV) (P) CU YD 350 $3.50 1,225.00$ 0 -$ 0.0 -$ 0.00 -$ 15 COMMON EXCAVATION - OFFSITE (EV) (P) CU YD 1,350 $24.25 32,737.50$ 0 -$ 0.0 -$ 0.00 -$ 16 SUBGRADE EXCAVATION (EV) CU YD 150 $25.70 3,855.00$ 0 -$ 0.0 -$ 0.00 -$ 17 STABILIZING AGGREGATE, 3" MINUS TON 270.00 $40.00 10,800.00$ 0 -$ 0.0 -$ 0.00 -$ 18 GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN (P) SQ YD 4,340 $2.00 8,680.00$ 0 -$ 0.0 -$ 0.00 -$ 19 SELECT GRANULAR BORROW MOD 5% TON 510 $12.00 6,120.00$ 0 -$ 0.0 -$ 0.00 -$ 20 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 2,480 $21.00 52,080.00$ 0 -$ 0.0 -$ 0.00 -$ 21 BITUMINOUS MATERIAL FOR TACK COAT GAL 460 $3.70 1,702.00$ 0 -$ 0.0 -$ 0.00 -$ 22 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 847 $93.50 79,194.50$ 0 -$ 0.0 -$ 0.00 -$ 23 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 946 $106.70 100,938.20$ 0 -$ 0.0 -$ 0.00 -$ 24 AGGREGATE SURFACING CLASS 2, 100% CRUSHED LIMESTONE TON 180 $45.00 8,100.00$ 0 -$ 0.0 -$ 0.00 -$ 25 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $200.00 5,000.00$ 0 -$ 0.0 -$ 0.00 -$ 26 WATER FOR DUST CONTROL MGAL 25 $100.00 2,500.00$ 0 -$ 0.0 -$ 0.00 -$ 27 1.5" CLEAR WASHED ROCK TON 40 $50.00 2,000.00$ 0 -$ 0.0 -$ 0.00 -$ 28 12" RC FLARED END SECTION EACH 1 $1,050.00 1,050.00$ 0 -$ 0.0 -$ 0.00 -$ 29 12" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,550.00 1,550.00$ 0 -$ 0.0 -$ 0.00 -$ 30 12" RCP SEWER CLASS V LIN FT 64 $100.00 6,400.00$ 0 -$ 0.0 -$ 0.00 -$ 31 15" RC FLARED END SECTION EACH 1 $1,100.00 1,100.00$ 0 -$ 0.0 -$ 0.00 -$ 32 15" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,700.00 1,700.00$ 0 -$ 0.0 -$ 0.00 -$ 33 15" RCP SEWER CLASS V LIN FT 456 $96.00 43,776.00$ 0 -$ 0.0 -$ 0.00 -$ 34 36" X 22" RC ARCH PIPE FLARED END SECTION W/ TRASH GUARD EACH 1 $3,900.00 3,900.00$ 0 -$ 0.0 -$ 0.00 -$ 35 36" X 22" RC ARCH PIPE FLARED END SECTION EACH 1 $2,200.00 2,200.00$ 0 -$ 0.0 -$ 0.00 -$ 36 36" X 22" RC ARCH PIPE SEWER CLASS V LIN FT 48 $310.00 14,880.00$ 0 -$ 0.0 -$ 0.00 -$ 37 CONNECT TO EXISTING STORM SEWER PIPE EACH 1 $3,750.00 3,750.00$ 0 -$ 0.0 -$ 0.00 -$ 38 CONSTRUCT DRAINAGE STRUCTURE SPECIAL 48" EACH 3 $4,000.00 12,000.00$ 0 -$ 0.0 -$ 0.00 -$ 39 24" CMP FLARED END SECTION EACH 3 $450.00 1,350.00$ 0 -$ 0.0 -$ 0.00 -$ 40 24" METAL FLARED END SECTION W/ TRASH GUARD EACH 4 $605.00 2,420.00$ 0 -$ 0.0 -$ 0.00 -$ 41 24" CMP STORM SEWER LIN FT 37 $125.00 4,625.00$ 0 -$ 0.0 -$ 0.00 -$ 42 24” STORM DUAL WALL PIPE LIN FT 152 $125.00 19,000.00$ 0 -$ 0.0 -$ 0.00 -$ 43 4" PVC PERFORATED DRAIN TILE PIPE SCH 40 LF 484 $19.00 9,196.00$ 0 -$ 0.0 -$ 0.00 -$ 44 4" PVC SOLID DRAIN TILE PIPE SCH 40 LF 172 $9.00 1,548.00$ 0 -$ 0.0 -$ 0.00 -$ 45 4" PVC DRAIN TILE CLEANOUT EACH 6 $195.00 1,170.00$ 0 -$ 0.0 -$ 0.00 -$ 46 4" PRECAST CONCRETE HEADWALL EACH 3 $390.00 1,170.00$ 0 -$ 0.0 -$ 0.00 -$ 47 CONNECT TO EXISTING 4" DRAIN TILE PIPE EACH 2 $100.00 200.00$ 0 -$ 0.0 -$ 0.00 -$ 48 TRAFFIC CONTROL LUMP SUM 1 $2,550.00 2,550.00$ 0.5 1,275.00$ 0.0 -$ 0.50 1,275.00$ 49 INSTALL SIGN TYPE C AND POST EACH 9 $400.00 3,600.00$ 0 -$ 0.0 -$ 0.00 -$ 50 SIGN PANELS TYPE C SQ FT 36 $30.00 1,080.00$ 0 -$ 0.0 -$ 0.00 -$ 51 INSTALL TELSPAR POST EACH 2 $250.00 500.00$ 0 -$ 0.0 -$ 0.00 -$ 52 INSTALL SALVAGED SIGN EACH 2 $250.00 500.00$ 0 -$ 0.0 -$ 0.00 -$ 53 INSTALL SALVAGED SIGN ON TELSPAR POST EACH 2 $300.00 600.00$ 0 -$ 0.0 -$ 0.00 -$ 54 CONCRETE DRAINAGE FLUME LIN FT 20 $30.30 606.00$ 0 -$ 0.0 -$ 0.00 -$ Pay Request #1 County Road 116 and Hunters Ridge Turn Lane Improvements 193807336 8/1/2025 City of Corcoran COMPLETED TO DATE PAY REQUEST #1 August 2025 BASE BID: Less Previous Payments 101 55 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 433 $26.35 11,409.55$ 0 -$ 0.0 -$ 0.00 -$ 56 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 68 $50.30 3,420.40$ 0 -$ 0.0 -$ 0.00 -$ 57 CONCRETE CURB AND GUTTER DESIGN SURMOUNTABLE LIN FT 283 $24.25 6,862.75$ 0 -$ 0.0 -$ 0.00 -$ 58 CONCRETE CURB AND GUTTER DESIGN RIBBON LIN FT 88 $38.65 3,401.20$ 0 -$ 0.0 -$ 0.00 -$ 59 6" CONCRETE WALK SQ FT 365 $15.55 5,675.75$ 0 -$ 0.0 -$ 0.00 -$ 60 TRUNCATED DOMES SQ FT 42 $50.50 2,121.00$ 0 -$ 0.0 -$ 0.00 -$ 61 RANDOM RIP RAP CLASS III (GRANITE) TON 18 $105.00 1,890.00$ 0 -$ 0.0 -$ 0.00 -$ 62 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 1 $1,500.00 1,500.00$ 0 -$ 0.0 -$ 0.00 -$ 63 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 3 $400.00 1,200.00$ 0 -$ 0.0 -$ 0.00 -$ 64 CULVERT PROTECTION - MAINTAINED EACH 10 $550.00 5,500.00$ 0 -$ 0.0 -$ 0.00 -$ 65 SILT FENCE, TYPE MS - MAINTAINED LIN FT 1,626 $2.30 3,739.80$ 2170 4,991.00$ 0.0 -$ 2170.00 4,991.00$ 66 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINTED LIN FT 1,899 $2.35 4,462.65$ 0 -$ 0.0 -$ 0.00 -$ 67 ROLLED EROSION PREVENTION CATEGORY 25 - NATURAL SQ YD 6,290 $1.65 10,378.50$ 0 -$ 0.0 -$ 0.00 -$ 68 HYDRAULIC STABLIZED MATRIX POUND 220 $2.30 506.00$ 0 -$ 0.0 -$ 0.00 -$ 69 SEED MIXTURE 25-141 POUND 100 $4.10 410.00$ 0 -$ 0.0 -$ 0.00 -$ 70 SEED MIXTURE 25-131 POUND 11 $18.50 203.50$ 0 -$ 0.0 -$ 0.00 -$ 71 REPAIR EXISTING IRRIGATION SYSTEM LUMP SUM 1 $1,300.00 1,300.00$ 0 -$ 0.0 -$ 0.00 -$ 72 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 5,176 $0.82 4,244.32$ 0 -$ 0.0 -$ 0.00 -$ 73 24" SOLID LINE (YELLOW) PREFORM THERMO GROUND IN LIN FT 266 $19.90 5,293.40$ 0 -$ 0.0 -$ 0.00 -$ 74 24" SOLID LINE (WHITE) PREFORM THERMO GROUND IN LIN FT 27 $19.90 537.30$ 0 -$ 0.0 -$ 0.00 -$ 75 6" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 348 $0.82 285.36$ 0 -$ 0.0 -$ 0.00 -$ 76 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 4,047 $1.35 5,463.45$ 0 -$ 0.0 -$ 0.00 -$ 77 PAVEMENT MESSAGE (WHITE) (LT ARROW) PREF THERM GR IN EACH 5 $307.00 1,535.00$ 0 -$ 0.0 -$ 0.00 -$ 78 PAVEMENT MESSAGE (WHITE) (RT ARROW) PREF THERM GR IN EACH 5 $307.00 1,535.00$ 0 -$ 0.0 -$ 0.00 -$ TOTAL BASE BID: 622,966.93$ 39,894.00$ -$ 39,894.00$ TOTAL ORIGINAL CONTRACT: 622,966.93$ 39,894.00$ -$ 39,894.00$ ORIGINAL CONTRACT AWARD AMOUNT 622,966.93$ -$ -$ -$ 39,894.00$ 1,994.70$ 37,899.30$ SUBTOTAL CURRENT RETAINAGE (5%) TOTAL CURRENT PAY REQUEST COMPLETE TO DATE PAY REQUEST #1 39,894.00$ 1,994.70$ 37,899.30$ LESS PREVIOUS PAYMENTS CONTRACT SUMMARY 102 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 1 Original Contract Amount: Contract Changes approved to Date (List Change Order Numbers): Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 5%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 193807336 00 62 76-1 City of Corcoran S R Weidema, Incorporated 1,994.70$ 37,899.30$ Coutny Road 116 and Hunters Ridge Turn Lane Improvements PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 622,966.93$ N/A 622,966.93$ 39,894.00$ -$ 37,899.30$ 103 and S R Weidema, Incorporated (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 193807336 00 62 76-2 CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract dated betweeen the City of Corcoran (OWNER) STANTEC CONSULTING SERVICES, INC. END OF SECTION 104 STAFF REPORT Agenda Item: 6.l Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Stieg Road Improvements - Pay Request 11 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 11 to Fehn Companies, Inc. in the amount of $36,272.09. Financial/Budget The Stieg Road Improvements project is funded via escrow by the Amberly-Bellwether development. Options Approve Pay Request 11 for the Stieg Road Improvements to Fehn Companies, Inc. in the amount of $36,272.09. Decline. Recommendation Approve Pay Request 11 for the Stieg Road Improvements to Fehn Companies, Inc. in the amount of $36,272.09. Council Action Consider a motion to approve Pay Request 11 for the Stieg Road Improvements to Fehn Companies, Inc. in the amount of $36,272.09. Attachments 1. Stieg Road Improvements Project- Pay Request 11.pdf 105 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 227704864 Date: August 1, 2025 Subject: Pay Request #11 to Fehn Companies, Inc. – Stieg Road Improvements Council Action Requested Staff recommends that the City Council Approve Pay Application #11 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $36,272.09. Summary Pay request #11 includes striping on Stieg Road and County Road 116 in addition to miscellaneous items such as fence installation, irrigation repair, and mailboxes. The contractor still needs to complete the punch list, spray weeds, and seed and restore greenspace areas to complete the project. The signed pay request form and pay application are attached for review. Below is a summary of the work completed to date: Total Contract Value to Date $2,035,953.83 Work Completed to Date $2,035,944.22 5% Retainage $101,797.21 Amount Paid to Date $1,897,874.92 Total Pay App #11 $36,272.09 Engineer’s Recommendation We recommend approving Pay Request #11 to Fehn Companies, Inc. in the amount of $36,272.09. 106 Pay Request #11 City of Corcoran Stieg Road Improvements Project Number: 227704864 8/1/2025 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE BASE BID: QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION LUMP SUM 1 $47,685.00 47,685.00$ 1 47,685.00$ 1.00 47,685.00$ 0.00 -$ 2 TRAFFIC CONTROL LUMP SUM 1 $4,794.00 4,794.00$ 1 4,794.00$ 1.00 4,794.00$ 0.00 -$ 3 CLEARING & GRUBBING TREE 21 $715.00 15,015.00$ 42.15 30,137.25$ 42.15 30,137.25$ 0.00 -$ 4 CLEARING & GRUBBING ACRE 0.15 $15,582.00 2,337.30$ 0.15 2,337.30$ 0.15 2,337.30$ 0.00 -$ 5 SALVAGE AND REINSTALL TRAFFIC SIGN EACH 8 $255.00 2,040.00$ 11 2,805.00$ 11.00 2,805.00$ 0.00 -$ 6 REMOVE TRAFFIC SIGN AND POST EACH 2 $40.80 81.60$ 0 -$ 0.00 -$ 0.00 -$ 7 REMOVE STORM SEWER PIPE LIN FT 252 $4.55 1,146.60$ 116 527.80$ 116.00 527.80$ 0.00 -$ 8 REMOVE 4" DRAINTILE LIN FT 548 $3.50 1,918.00$ 548 1,918.00$ 548.00 1,918.00$ 0.00 -$ 9 REMOVE PIPE APRON EACH 10 $137.70 1,377.00$ 4 550.80$ 4.00 550.80$ 0.00 -$ 10 REMOVE CURB AND GUTTER LIN FT 10 $5.80 58.00$ 38 220.40$ 38.00 220.40$ 0.00 -$ 11 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 40 $6.95 278.00$ 0 -$ 0.00 -$ 0.00 -$ 12 REMOVE CONCRETE PAVEMENT SQ YD 10 $12.00 120.00$ 0 -$ 0.00 -$ 0.00 -$ 13 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 40 $6.20 248.00$ 0 -$ 0.00 -$ 0.00 -$ 14 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 110 $3.10 341.00$ 110 341.00$ 110.00 341.00$ 0.00 -$ 15 REMOVE BITUMINOUS TRAIL PAVEMENT SQ YD 100 $3.40 340.00$ 200 680.00$ 200.00 680.00$ 0.00 -$ 16 REMOVE BITUMINOUS PAVEMENT SQ YD 1190 $1.75 2,082.50$ 0 -$ 0.00 -$ 0.00 -$ 17 EDGE MILL BITUMINOUS PAVEMENT SQ YD 50.00 $25.50 1,275.00$ 108 2,754.00$ 108.00 2,754.00$ 0.00 -$ 18 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 150 $2.00 300.00$ 150 300.00$ 150.00 300.00$ 0.00 -$ 19 REMOVE PAVEMENT MARKINGS LUMP SUM 1 $3,060.00 3,060.00$ 1 3,060.00$ 1.00 3,060.00$ 0.00 -$ 20 4" SCHEDULE 80 CONDUIT CROSSING LIN FT 560 $11.20 6,272.00$ 370 4,144.00$ 370.00 4,144.00$ 0.00 -$ 21 RELOCATE PRIVATE IRRIGATION SYSTEM EACH 1 $3,595.00 3,595.00$ 1 3,595.00$ 0.00 -$ 1.00 3,595.00$ 22 TEMPORARY MAILBOXES LUMP SUM 1 $1,233.00 1,233.00$ 1 1,233.00$ 1.00 1,233.00$ 0.00 -$ 23 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $165.00 4,125.00$ 8 1,320.00$ 3.00 495.00$ 5.00 825.00$ 24 WATER FOR DUST CONTROL MGAL 50 $76.00 3,800.00$ 20 1,520.00$ 20.00 1,520.00$ 0.00 -$ 25 SALVAGE AND REINSTALL MAILBOXES EACH 12 $231.00 2,772.00$ 16 3,696.00$ 15.00 3,465.00$ 1.00 231.00$ 26 SALAVAGE AND RELOCATE FENCE LIN FT 324 $31.00 10,044.00$ 203 6,293.00$ 100.00 3,100.00$ 103.00 3,193.00$ 27 SALVAGE AND RELOCATE HYDRANT AND VALVE EACH 1 $5,100.00 5,100.00$ 1 5,100.00$ 1.00 5,100.00$ 0.00 -$ 28 GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN SQ YD 16700 $2.75 45,925.00$ 16700 45,925.00$ 16,700.00 45,925.00$ 0.00 -$ 29 COMMON EXCAVATION - OFFSITE (EV) CU YD 12500 $16.20 202,500.00$ 10105 163,701.00$ 10,105.00 163,701.00$ 0.00 -$ 30 COMMON EXCAVATION - ONSITE (EV) CU YD 19110 $3.75 71,662.50$ 16955 63,581.25$ 16,955.00 63,581.25$ 0.00 -$ 31 COMMON BORROW (EV)CU YD 200 $29.55 5,910.00$ 0 -$ 0.00 -$ 0.00 -$ 32 SELECT GRANULAR BORROW, 5% MODIFIED TON 7600 $11.10 84,360.00$ 7436 82,539.60$ 7,436.00 82,539.60$ 0.00 -$ 33 AGGREGATE BASE CLASS 5 100% CRUSHED TON 12660 $20.20 255,732.00$ 16052.34 324,257.27$ 16,052.34 324,257.27$ 0.00 -$ 34 SHOULDER BASE AGGREGATE CLASS 2, 100% CRUSHED TON 96 $37.20 3,571.20$ 90 3,348.00$ 59.00 2,194.80$ 31.00 1,153.20$ 35 BITUMINOUS MATERIAL FOR TACK COAT GAL 802 $3.95 3,167.90$ 1485 5,865.75$ 1,485.00 5,865.75$ 0.00 -$ 36 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 1930 $91.65 176,884.50$ 1699.5 155,759.18$ 1,699.50 155,759.18$ 0.00 -$ 37 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 3850 $82.70 318,395.00$ 3716.25 307,333.88$ 3,716.25 307,333.88$ 0.00 -$ 38 TYPE SP 9.5 WEARING COURSE MIX (2,B) - DRIVEWAY TON 30 $169.00 5,070.00$ 23.62 3,991.78$ 23.62 3,991.78$ 0.00 -$ 39 TYPE SP 9.5 WEARING COURSE MIX (2,B) - TRAIL TON 420 $107.00 44,940.00$ 456.05 48,797.35$ 456.05 48,797.35$ 0.00 -$ 40 4" PERFORATED PVC SCH 40 DRAINTILE PIPE LIN FT 3810 $14.30 54,483.00$ 3696 52,852.80$ 3,696.00 52,852.80$ 0.00 -$ 41 4" PVC DRAINTILE CLEANOUT W/ THREADED CAP EACH 13 $255.00 3,315.00$ 14 3,570.00$ 14.00 3,570.00$ 0.00 -$ 42 6" PERFORATED PVC SCH 40 DRAINTILE PIPE LIN FT 75 $23.50 1,762.50$ 60 1,410.00$ 60.00 1,410.00$ 0.00 -$ 43 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 140 $73.50 10,290.00$ 155.5 11,429.25$ 155.50 11,429.25$ 0.00 -$ 44 CONCRETE CURB & GUTTER - DESIGN B418 LIN FT 5220 $17.35 90,567.00$ 5038 87,409.30$ 5,038.00 87,409.30$ 0.00 -$ 45 6" CONCRETE WALK SQ FT 940 $9.20 8,648.00$ 911 8,381.20$ 911.00 8,381.20$ 0.00 -$ 46 CONCRETE ADA PEDESTRIAN CURB RAMP EACH 4 $1,020.00 4,080.00$ 4 4,080.00$ 4.00 4,080.00$ 0.00 -$ 47 TRUNCATED DOMES SQ FT 78 $51.00 3,978.00$ 94 4,794.00$ 94.00 4,794.00$ 0.00 -$ 48 SIGN PANELS - STREET NAME EACH 8 $331.50 2,652.00$ 8 2,652.00$ 8.00 2,652.00$ 0.00 -$ 49 INSTALL SIGN TYPE C AND POST EACH 17 $122.40 2,080.80$ 17 2,080.80$ 17.00 2,080.80$ 0.00 -$ 50 SIGN PANELS TYPE C SQ FT 120 $38.80 4,656.00$ 103.75 4,025.50$ 103.75 4,025.50$ 0.00 -$ 51 STABILIZED CONSTRUCTION EXIT - MAINTAINED EACH 5 $1,491.00 7,455.00$ 0 -$ 0.00 -$ 0.00 -$ 52 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 23 $306.00 7,038.00$ 15 4,590.00$ 15.00 4,590.00$ 0.00 -$ PAY REQUEST #11 August 2025COMPLETED TO DATE Less Previous Payments 107 53 CULVERT END PROTECTION - MAINTAINED EACH 9 $76.50 688.50$ 0 -$ 0.00 -$ 0.00 -$ 54 SALVAGE AND RESPREAD TOPSOIL SQ YD 13310 $1.90 25,289.00$ 12256 23,286.40$ 11,262.00 21,397.80$ 994.00 1,888.60$ 55 FERTILIZER TYPE 2 LB 280 $1.10 308.00$ 25 27.50$ 25.00 27.50$ 0.00 -$ 56 HYDROMULCH SQ YD 6420 $1.10 7,062.00$ 4927 5,419.70$ 4,927.00 5,419.70$ 0.00 -$ 57 SEED MIXTURE 25-151 LB 140 $3.75 525.00$ 0 -$ 0.00 -$ 0.00 -$ 58 SEED MIXTURE 25-131 LB 60 $4.10 246.00$ 60 246.00$ 60.00 246.00$ 0.00 -$ 59 EROSION CONTROL BLANKET - CATERGORY 25 SQ YD 120 $1.65 198.00$ 0 -$ 0.00 -$ 0.00 -$ 60 SILT FENCE, TYPE MS - MAINTAINED LIN FT 7300 $2.60 18,980.00$ 4483 11,655.80$ 4,483.00 11,655.80$ 0.00 -$ 61 SEDIMENT CONTROL LOG - MAINTAINED LIN FT 1000 $2.85 2,850.00$ 1600 4,560.00$ 1,600.00 4,560.00$ 0.00 -$ 62 CONNECT TO EXISTING STORM SEWER EACH 2 $745.00 1,490.00$ 2 1,490.00$ 2.00 1,490.00$ 0.00 -$ 63 12" PP PIPE STORM LIN FT 64 $40.80 2,611.20$ 37 1,509.60$ 37.00 1,509.60$ 0.00 -$ 64 12" METAL FLARED END SECTION EACH 4 $408.00 1,632.00$ 2 816.00$ 2.00 816.00$ 0.00 -$ 65 12" RC FLARED END SECTION W/TRASHGUARD EACH 3 $1,632.00 4,896.00$ 3 4,896.00$ 3.00 4,896.00$ 0.00 -$ 66 15" RC FLARED END SECTION W/TRASHGUARD EACH 2 $1,836.00 3,672.00$ 2 3,672.00$ 2.00 3,672.00$ 0.00 -$ 67 18" RC FLARED END SECTION W/TRASHGUARD EACH 2 $1,938.00 3,876.00$ 2 3,876.00$ 2.00 3,876.00$ 0.00 -$ 68 12" RC STORM PIPE LIN FT 523 $53.00 27,719.00$ 552 29,256.00$ 552.00 29,256.00$ 0.00 -$ 69 15" RC STORM PIPE LIN FT 740 $59.20 43,808.00$ 754 44,636.80$ 754.00 44,636.80$ 0.00 -$ 70 18" RC STORM PIPE LIN FT 427 $63.30 27,029.10$ 434 27,472.20$ 434.00 27,472.20$ 0.00 -$ 71 21" RC STORM PIPE LIN FT 143 $73.50 10,510.50$ 137 10,069.50$ 137.00 10,069.50$ 0.00 -$ 72 36" RC STORM PIPE LIN FT 13 $194.00 2,522.00$ 9 1,746.00$ 9.00 1,746.00$ 0.00 -$ 73 INSTALL PRECAST STORM STRUCTURE (SUPPLIED BY OWNER) EACH 6 $1,734.00 10,404.00$ 6 10,404.00$ 6.00 10,404.00$ 0.00 -$ 74 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 5 $4,182.00 20,910.00$ 5 20,910.00$ 5.00 20,910.00$ 0.00 -$ 75 CONSTRUCT 9' DIAMETER PRECAST STORM STRUCTURE EACH 1 $20,400.00 20,400.00$ 1 20,400.00$ 1.00 20,400.00$ 0.00 -$ 76 CONSTRUCT 2' x 3' CATCH BASIN EACH 5 $3,264.00 16,320.00$ 5 16,320.00$ 5.00 16,320.00$ 0.00 -$ 77 6" PRECAST CONCRETE HEADWALL EACH 1 $714.00 714.00$ 1 714.00$ 1.00 714.00$ 0.00 -$ 78 RANDOM CLASS 3 GRANITE RIP RAP TON 12 $110.00 1,320.00$ 4.16 457.60$ 0.00 -$ 4.16 457.60$ 79 CONNECT TO EXISTING WATERMAIN EACH 2 $2,346.00 4,692.00$ 2 4,692.00$ 2.00 4,692.00$ 0.00 -$ 80 8" PVC C-900 DR-18 WATERMAIN LIN FT 94 $60.20 5,658.80$ 98 5,899.60$ 98.00 5,899.60$ 0.00 -$ 81 12" PVC C-900 DR-18 WATERMAIN LIN FT 1358 $80.60 109,454.80$ 1358 109,454.80$ 1,358.00 109,454.80$ 0.00 -$ 82 6" DIP CL 52 WATERMAIN LIN FT 3 $78.60 235.80$ 47.5 3,733.50$ 47.50 3,733.50$ 0.00 -$ 83 12" BUTTERFLY VALVE AND BOX EACH 1 $6,120.00 6,120.00$ 1 6,120.00$ 1.00 6,120.00$ 0.00 -$ 84 HYDRANT AND GATE VALVE EACH 1 $9,384.00 9,384.00$ 1 9,384.00$ 1.00 9,384.00$ 0.00 -$ 85 12" PLUG WITH BLOWOFF VALVE EACH 1 $878.00 878.00$ 1 878.00$ 1.00 878.00$ 0.00 -$ 86 DUCTILE IRON FITTINGS LB 1047 $13.30 13,925.10$ 866 11,517.80$ 866.00 11,517.80$ 0.00 -$ 87 4" SOLID LINE (WHITE) MULTI-COMPONENT LIN FT 1260 $0.75 945.00$ 858 643.50$ 0.00 -$ 858.00 643.50$ 88 4" SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 2640 $0.75 1,980.00$ 2106 1,579.50$ 0.00 -$ 2,106.00 1,579.50$ 89 4" BROKEN LINE (YELLOW) MULTI-COMPONENT LIN FT 530 $0.75 397.50$ 600 450.00$ 0.00 -$ 600.00 450.00$ 90 4" DOTTED LINE (WHITE) MULTI-COMPONENT LIN FT 160 $0.75 120.00$ 197 147.75$ 0.00 -$ 197.00 147.75$ 91 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 1540 $2.50 3,850.00$ 1708 4,270.00$ 1,708.00 4,270.00$ 0.00 -$ 92 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 2970 $1.50 4,455.00$ 2780 4,170.00$ 0.00 -$ 2,780.00 4,170.00$ 93 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 2550 $1.40 3,570.00$ 2614 3,659.60$ 2,614.00 3,659.60$ 0.00 -$ 94 6" SOLID LINE (WHITE) MULTI-COMPONENT LIN FT 6920 $0.90 6,228.00$ 6808 6,127.20$ 0.00 -$ 6,808.00 6,127.20$ 95 6" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 41 $1.40 57.40$ 50 70.00$ 50.00 70.00$ 0.00 -$ 96 24" SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 176 $19.80 3,484.80$ 111 2,197.80$ 0.00 -$ 111.00 2,197.80$ 97 24" SOLID LINE (YELLOW) MULTI-COMPONENT LIN FT 277 $12.00 3,324.00$ 242 2,904.00$ 0.00 -$ 242.00 2,904.00$ 98 CROSSWALK STRIPING MULTI-COMPONENT SQ FT 270 $9.90 2,673.00$ 420 4,158.00$ 0.00 -$ 420.00 4,158.00$ 99 PAVEMENT MESSAGE (WHITE) PREF THERM GROUND IN EACH 2 $525.00 1,050.00$ 2 1,050.00$ 0.00 -$ 2.00 1,050.00$ 100 PAVEMENT MESSAGE (WHITE) MULTI-COMPONENT EACH 22 $155.00 3,410.00$ 22 3,410.00$ 0.00 -$ 22.00 3,410.00$ TOTAL BASE BID: 1,982,434.90$ 1,947,744.60$ 1,909,563.45$ 38,181.15$ TOTAL ORIGINAL CONTRACT: 1,982,434.90$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #1 QUANTITY COST QUANTITY COST QUANTITY COST CO1.1 PAVEMENT MESSAGE (WHITE) MULTI-COMPONENT EA -1 155.00$ (155.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.2 4" SOLID LINE (WHITE) MULTI-COMPONENT LF -167 0.75$ (125.25)$ 0 -$ 0.0 -$ 0.0 -$ CO1.3 REMOVE HYDRANT LEAD LF 14 24.85$ 347.90$ 14 347.90$ 14.0 347.90$ 0.0 -$ CO1.4 SALVAGE AND REINSTALL 12" x 6" TEE EA 1 3,456.00$ 3,456.00$ 1 3,456.00$ 1.0 3,456.00$ 0.0 -$ CO1.5 6" DIP CL 52 WATERMAIN LF 21 78.60$ 1,650.60$ 0 -$ 0.0 -$ 0.0 -$ PAY REQUEST #11 August 2025COMPLETED TO DATE Less Previous Payments 108 CO1.6 DUCTILE IRON FITTINGS LB 62 13.30$ 824.60$ 0 -$ 0.0 -$ 0.0 -$ CO1.7 HYDRANT EXTENSION EA 1 3,024.00$ 3,024.00$ 1 3,024.00$ 1.0 3,024.00$ 0.0 -$ CO1.8 12" RC STORM PIPE LF 31 53.00$ 1,643.00$ 31 1,643.00$ 31.0 1,643.00$ 0.0 -$ CO1.9 SELECT GRANULAR BORROW, 5% MODIFIED TON -134 11.10$ (1,487.40)$ 0 -$ 0.0 -$ 0.0 -$ CO1.10 AGGREGATE BASE CLASS 5 100% CRUSHED TON -156 20.20$ (3,151.20)$ 0 -$ 0.0 -$ 0.0 -$ CO1.11 TYPE SP 12.5 WEARING COURSE MIX (3,C)TON -25 91.65$ (2,291.25)$ 0 -$ 0.0 -$ 0.0 -$ CO1.12 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON -50 82.70$ (4,135.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.13 SALVAGE AND RESPREAD TOPSOIL LS 1 1,600.00$ 1,600.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.14 SEED MIXTURE 25-151 LB 320 3.75$ 1,200.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.15 FERTILIZER TYPE 2 LB 532 1.10$ 585.20$ 0 -$ 0.0 -$ 0.0 -$ CO1.16 HYDROMULCH SY 1430 1.10$ 1,573.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.17 INSTALL 6' HEIGHT CONIFEROUS TREE EA 31 533.00$ 16,523.00$ 31 16,523.00$ 31.0 16,523.00$ 0.0 -$ CO1.18 SALVAGE AND REINSTALL FENCE LF 80 31.00$ 2,480.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.19 COMMON EXCAVATION (ONSITE)CY 2680 3.75$ 10,050.00$ 0 -$ 0.0 -$ 0.0 -$ CO1.20 COMMON EXCAVATION (OFFSITE)CY -2680 16.20$ (43,416.00)$ 0 -$ 0.0 -$ 0.0 -$ CO1.21 SELEC GRANULAR BORROW ALT SOURCE TON 7600 1.50$ 11,400.00$ 7436 11,154.00$ 7,436.0 11,154.00$ 0.0 -$ TOTAL CHANGE ORDER #1 1,596.20$ 36,147.90$ 36,147.90$ -$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #2 QUANTITY COST QUANTITY COST QUANTITY COST CO2.1 STABILIZING AGGREGATE, 3" MINUS TON 619.71 40.60$ 25,160.23$ 619.71 25,160.23$ 619.7 25,160.23$ 0.0 -$ CO2.2 CORE DRILL DRAIN TILE HOLES EACH 6 440.00$ 2,640.00$ 6 2,640.00$ 6.0 2,640.00$ 0.0 -$ TOTAL CHANGE ORDER #2 27,800.23$ 27,800.23$ 27,800.23$ -$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE CHANGE ORDER #3 QUANTITY COST QUANTITY COST QUANTITY COST CO3.1 4" SCH. 40 PERFORATED DRAINTILE LF 800 19.00$ 15,200.00$ 880 16,720.00$ 880.0 16,720.00$ 0.0 -$ CO3.2 4" SCH. 40 DRAINTILE CLEANOUT EA 4 350.00$ 1,400.00$ 4 1,400.00$ 4.0 1,400.00$ 0.0 -$ CO3.3 4" PRECAST CONCRETE DRAINTILE HEADWALL EA 2 675.00$ 1,350.00$ 2 1,350.00$ 2.0 1,350.00$ 0.0 -$ CO3.4 CONNECT TO EXISTING DRAINTILE EA 2 545.00$ 1,090.00$ 2 1,090.00$ 2.0 1,090.00$ 0.0 -$ CO3.5 COARSE FILTER AGGREGATE (3/4" CLEAR WASHED ROCK)TON 95 53.50$ 5,082.50$ 69 3,691.50$ 69.0 3,691.50$ 0.0 -$ TOTAL CHANGE ORDER #3 24,122.50$ 24,251.50$ 24,251.50$ -$ TOTAL REVISED CONTRACT: 2,035,953.83$ 2,035,944.22$ 1,997,763.07$ 38,181.15$ ORIGINAL CONTRACT AWARD AMOUNT 1,982,434.90$ 2,035,944.22$ 1,997,763.07$ 38,181.15$ TOTAL CHANGE ORDER:53,518.93$ CURRENT RETAINAGE (5%)101,797.21$ 99,888.15$ 1,909.06$ TOTAL REVISED CONTRACT:2,035,953.83$ TOTAL CURRENT PAY REQUEST 1,934,147.01$ 1,897,874.92$ 36,272.09$ PAY REQUEST #11 August 2025 PAY REQUEST #11 August 2025 PAY REQUEST #11 SUBTOTAL CONTRACT SUMMARY COMPLETE TO DATE LESS PREVIOUS PAYMENTS COMPLETED TO DATE Less Previous Payments COMPLETED TO DATE Less Previous Payments 109 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 11 Original Contract Amount: Contract Changes approved to Date CO #1 CO #2 CO #3 Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 5%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 227704864 00 62 76-1 City of Corcoran Fehn Companies, Inc. 101,797.21$ 1,934,147.01$ Stieg Road Improvements 24,122.50$ PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 1,982,434.90$ 1,596.20$ 2,035,953.83$ 2,035,944.22$ 1,897,874.92$ 36,272.09$ 27,800.23$ 110 and Fehn Companies (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 227704864 00 62 76-2 CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract between the City of Corcoran (OWNER) STANTEC CONSULTING SERVICES, INC. END OF SECTION 111 STAFF REPORT Agenda Item: 6.m Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: CR 116 and 79th Place Turn Lane Improvements - Pay Request 1 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 1 to Asphalt Surface Technologies Corporation in the amount of $196,479.30. Financial/Budget The CR 116 and 79th Place Turn Lane Improvements is part of the City Center Drive & 79th Place Street Improvements and is funded by a combination of pavement improvement funds and 2023A Bond proceeds. Options Approve Pay Request 1 for the CR 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corporation in the amount of $196,479.30. Decline. Recommendation Approve Pay Request 1 for the CR 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corporation in the amount of $196,479.30. Council Action Consider a motion to approve Pay Request 1 for the CR 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corporation in the amount of $196,479.30. Attachments 1. CR116 79th Place Turn Lane Improvements- Pay Request #1.pdf 112 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 227705033 Date: August 1, 2025 Subject: Pay Request #1 to Asphalt Surface Technologies Corporation – County Road 116 and 79th Place Turn Lane Improvements Council Action Requested Staff recommends that City Council approve pay application #1 for the County Road 116 and 79th Place Turn Lane Improvements project to Asphalt Surface Technologies Corporation in the amount of $196,479.30. Summary Pay request #1 includes costs with the construction of the County Road 116 and 79th Place turn lanes including mobilization, removals, aggregate materials, storm sewer, curb and gutter, paving, and restoration. The project is completed apart from planting trees as agreed upon for the property to the south of 79th Place. This work must be completed in a specified planting window and is on hold until that window reopens. Below is a summary of the work completed to date: Total Contract Value to Date $261,895.41 Work Completed to Date $206,820.32 5% Retainage $10,341.02 Amount Paid to Date $0.00 Total Pay App #1 $196,479.30 Engineer’s Recommendation We recommend approving Pay Request #1 to Asphalt Surface Technologies Corporation in the amount of $196,479.30. 113 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION LUMP SUM 1 $18,000.00 18,000.00$ 1 18,000.00$ 0.0 -$ 1.00 18,000.00$ 2 PAVEMENT MARKING REMOVAL LIN FT 2,637 $1.00 2,637.00$ 2637 2,637.00$ 0.0 -$ 2637.00 2,637.00$ 3 REMOVE SIGN EACH 6 $44.00 264.00$ 6 264.00$ 0.0 -$ 6.00 264.00$ 4 SALVAGE SIGN EACH 3 $44.00 132.00$ 3 132.00$ 0.0 -$ 3.00 132.00$ 5 REMOVE CURB AND GUTTER LIN FT 107 $10.89 1,165.23$ 107 1,165.23$ 0.0 -$ 107.00 1,165.23$ 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 755 $3.00 2,265.00$ 755 2,265.00$ 0.0 -$ 755.00 2,265.00$ 7 REMOVE CULVERT LIN FT 26 $23.43 609.18$ 26 609.18$ 0.0 -$ 26.00 609.18$ 8 REMOVE CATCH BASIN EACH 1 $1,355.20 1,355.20$ 1 1,355.20$ 0.0 -$ 1.00 1,355.20$ 9 REMOVE BITUMINOUS PAVEMENT SQ YD 573 $6.82 3,907.86$ 573 3,907.86$ 0.0 -$ 573.00 3,907.86$ 10 MILL BITUMINOUS PAVEMENT 2" DEPTH SQ YD 783 $9.02 7,062.66$ 783 7,062.66$ 0.0 -$ 783.00 7,062.66$ 11 MILL BITUMINOUS PAVEMENT 1.5" DEPTH SQ YD 58 $9.35 542.30$ 58 542.30$ 0.0 -$ 58.00 542.30$ 12 STABILIZING AGGREGATE, 3" MINUS TON 100 $58.08 5,808.00$ 0 -$ 0.0 -$ 0.00 -$ 13 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $10,000.00 10,000.00$ 1 10,000.00$ 0.0 -$ 1.00 10,000.00$ 14 COMMON EXCAVATION - ONSITE (EV) (P)CU YD 150 $27.06 4,059.00$ 150 4,059.00$ 0.0 -$ 150.00 4,059.00$ 15 COMMON EXCAVATION - OFFSITE (EV) (P)CU YD 300 $28.49 8,547.00$ 300 8,547.00$ 0.0 -$ 300.00 8,547.00$ 16 SUBGRADE EXCAVATION (EV)CU YD 60 $28.49 1,709.40$ 28 797.72$ 0.0 -$ 28.00 797.72$ 17 GEOTEXTILE FABRIC TYPE 5 SQ YD 1,448 $2.09 3,026.32$ 1192 2,491.28$ 0.0 -$ 1192.00 2,491.28$ 18 AGGREGATE SURFACING CLASS 2, 100% CRUSHED LIMESTONE TON 66 $60.50 3,993.00$ 37.7 2,280.85$ 0.0 -$ 37.70 2,280.85$ 19 STREET SWEEPER (WITH PICKUP BROOM)HOUR 20 $198.00 3,960.00$ 5 990.00$ 0.0 -$ 5.00 990.00$ 20 WATER MGAL 20 $44.00 880.00$ 8 352.00$ 0.0 -$ 8.00 352.00$ 21 SELECT GRANULAR BORROW MOD 5%TON 55 $39.49 2,171.95$ 0 -$ 0.0 -$ 0.00 -$ 22 AGGREGATE BASE CLASS 5 TON 870 $28.69 24,960.30$ 594.84 17,065.96$ 0.0 -$ 594.84 17,065.96$ 23 BITUMINOUS MATERIAL FOR TACK COAT GAL 250 $3.00 750.00$ 260 780.00$ 0.0 -$ 260.00 780.00$ 24 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TON 370 $101.09 37,403.30$ 323.3 32,682.40$ 0.0 -$ 323.30 32,682.40$ 25 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 500 $114.29 57,145.00$ 429.62 49,101.27$ 0.0 -$ 429.62 49,101.27$ 26 15" METAL FLARED END SECTION W/ TRASH GUARD EACH 1 $440.00 440.00$ 1 440.00$ 0.0 -$ 1.00 440.00$ 27 CONNECT TO EXISTING STORM SEWER EACH 1 $554.40 554.40$ 1 554.40$ 0.0 -$ 1.00 554.40$ 28 15" STORM DUAL WALL CPP LIN FT 44 $48.40 2,129.60$ 48 2,323.20$ 0.0 -$ 48.00 2,323.20$ 29 18” RC PIPE SEWER LIN FT 11 $117.70 1,294.70$ 13 1,530.10$ 0.0 -$ 13.00 1,530.10$ 30 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 48"EACH 1 $2,431.00 2,431.00$ 1 2,431.00$ 0.0 -$ 1.00 2,431.00$ 31 4" PVC DRAIN TILE SCH. 40 LIN FT 37 $35.20 1,302.40$ 15 528.00$ 0.0 -$ 15.00 528.00$ 32 4" PVC DRAIN TILE CLEAN OUT EACH 1 $495.00 495.00$ 0 -$ 0.0 -$ 0.00 -$ 33 CONNECT TO EXISTING 4" DRAIN TILE EACH 1 $700.00 700.00$ 0 -$ 0.0 -$ 0.00 -$ 34 6" CONCRETE WALK SQ FT 112 $7.70 862.40$ 137 1,054.90$ 0.0 -$ 137.00 1,054.90$ 35 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 55 $23.10 1,270.50$ 71 1,640.10$ 0.0 -$ 71.00 1,640.10$ 36 CONCRETE CURB & GUTTER DESIGN RIBBON LIN FT 68 $24.20 1,645.60$ 78 1,887.60$ 0.0 -$ 78.00 1,887.60$ 37 TRUNCATED DOMES SQ FT 22 $104.50 2,299.00$ 20 2,090.00$ 0.0 -$ 20.00 2,090.00$ 38 TRAFFIC CONTROL LUMP SUM 1 $1,210.00 1,210.00$ 1 1,210.00$ 0.0 -$ 1.00 1,210.00$ 39 SIGN PANELS TYPE C SQ FT 21.25 $47.30 1,005.13$ 21.25 1,005.13$ 0.0 -$ 21.25 1,005.13$ 40 INSTALL SIGN TYPE C AND POST EACH 2 $247.50 495.00$ 2 495.00$ 0.0 -$ 2.00 495.00$ 41 INSTALL SALVAGED SIGN EACH 2 $302.50 605.00$ 2 605.00$ 0.0 -$ 2.00 605.00$ 42 DECIDUOUS TREE 2.0" CAL B&B EACH 1 $880.00 880.00$ -$ 0.0 -$ 0.00 -$ 43 CONIFEROUS TREE 3' HT B&B EACH 28 $583.00 16,324.00$ -$ 0.0 -$ 0.00 -$ 44 FLARED END PROTECTION - MAINTAINED EACH 2 $275.00 550.00$ 2 550.00$ 0.0 -$ 2.00 550.00$ 45 STABILIZED CONSTRUCTION EXIT - MAINTAINED EACH 1 $550.00 550.00$ 1 550.00$ 0.0 -$ 1.00 550.00$ 46 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINED LIN FT 765 $3.50 2,677.50$ 720 2,520.00$ 0.0 -$ 720.00 2,520.00$ 47 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 5 $192.50 962.50$ 4 770.00$ 0.0 -$ 4.00 770.00$ 48 ROLLED EROSION PREVENTION CATEGORY 20 (NATURAL)SQ YD 1,540 $3.85 5,929.00$ 330 1,270.50$ 0.0 -$ 330.00 1,270.50$ 49 SEEDING ACRE 0.4 $6,380.00 2,552.00$ 0.6 3,828.00$ 0.0 -$ 0.60 3,828.00$ 50 HYDRAULIC STABILIZED FIBER MATRIX POUND 130 $1.98 257.40$ 1150 2,277.00$ 0.0 -$ 1150.00 2,277.00$ 51 SEED MIXTURE 25-151 POUND 75 $3.30 247.50$ 150 495.00$ 0.0 -$ 150.00 495.00$ 52 24" SOLID LINE THERMOPLASTIC GROUND IN LIN FT 67 $22.00 1,474.00$ 57 1,254.00$ 0.0 -$ 57.00 1,254.00$ 53 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (Y)LIN FT 1,891 $1.98 3,744.18$ 1964 3,888.72$ 0.0 -$ 1964.00 3,888.72$ 54 4" SOLID LINE MULTI-COMPONENT GROUND IN (W)LIN FT 100 $0.90 90.00$ 133 119.70$ 0.0 -$ 133.00 119.70$ 55 6" DOTTED LINE MULTI-COMPONENT GROUND IN (W)LIN FT 110 $1.21 133.10$ 114 137.94$ 0.0 -$ 114.00 137.94$ 56 6" SOLID LINE MULTI-COMPONENT GROUND IN (W)LIN FT 1,480 $1.21 1,790.80$ 1353 1,637.13$ 0.0 -$ 1353.00 1,637.13$ 57 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN (R) (W)EACH 3 $440.00 1,320.00$ 3 1,320.00$ 0.0 -$ 3.00 1,320.00$ BASE BID: Less Previous PaymentsCOMPLETED TO DATE PAY REQUEST #1 August 2025 Pay Request #1 County Road 116 and 79th Place Turn Lane Improvements 227705033 8/1/2025 City of Corcoran 114 58 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN (L) (W)EACH 3 $440.00 1,320.00$ 3 1,320.00$ 0.0 -$ 3.00 1,320.00$ TOTAL BASE BID: 261,895.41$ 206,820.32$ -$ 206,820.32$ TOTAL ORIGINAL CONTRACT: 261,895.41$ 206,820.32$ -$ 206,820.32$ ORIGINAL CONTRACT AWARD AMOUNT 261,895.41$ LESS PREVIOUS PAYMENTS CONTRACT SUMMARY SUBTOTAL CURRENT RETAINAGE (5%) TOTAL CURRENT PAY REQUEST COMPLETE TO DATE PAY REQUEST #1 206,820.32$ 10,341.02$ 196,479.30$ -$ -$ -$ 206,820.32$ 10,341.02$ 196,479.30$ 115 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 1 Original Contract Amount: Contract Changes approved to Date (List Change Order Numbers): Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 5%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 227705033 00 62 76-1 PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 261,895.41$ N/A 261,895.41$ 206,820.32$ -$ 196,479.30$ City of Corcoran Asphalt Surface Technologies Corporation 10,341.02$ 196,479.30$ Coutny Road 116 and 79th Place Turn Lane Improvements Asphalt Surface Technologies Corporation 116 and Asphalt Surface Technologies Corp. (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 227705033 00 62 76-2 STANTEC CONSULTING SERVICES, INC. END OF SECTION CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract dated 04/25/2025 between the City of Corcoran (OWNER) 8-4-2025 Lance Bemboom Supervisor 117 STAFF REPORT Agenda Item: 6.n Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Treatment Plant - Change Order 12 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff is recommending approval of Change Order 12 in the amount of $5,764.00. Financial/Budget The Water Treatment Plant project was funded through a combination of 2023A bonds and Utility Funds. Options Approve Change Order 12. Modify Change Order 12. Decline. Recommendation Approve Change Order 12 in the amount of $5,764.00. Council Action Consider a motion to approve Change Order 12 in the amount of $5,764.00. Attachments 1. Corcoran WTP - Change Order #12.pdf 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 STAFF REPORT Agenda Item: 6.o Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Treatment Plant - Pay Request 27 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 27 to Rice Lake Construction Group in the amount of $444,427.83. Financial/Budget This project is funded by a combination of 2023A Bond proceeds and Utility funds. Options Approve Pay Request 27 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $444,427.83. Decline. Recommendation Approve Pay Request 27 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $444,427.83. Council Action Consider a motion to approve Pay Request 27 for the Water Treatment Plant to Rice Lake Construction Group in the amount of $444,427.83. Attachments 1. Corcoran WTP- Pay Request #27.pdf 138 Memo To:Kevin Mattson, PE, PW Director From:Ash Hammerbeck, PE Steve Hegland, PE Project/File:227704426 Date:August 5, 2025 Subject:Corcoran WTP - Pay Application #27 Council Action Requested Staff is recommending Council approve Pay Application #27 for the Corcoran Water Treatment Plant Project to Rice Lake Construction Group in the amount of $444,427.83. Summary Rice Lake continued progress on the project during this period, including completion of seeding and site restoration, development of record documentation for plant control systems and electrical/wiring diagrams, and execution of remaining work associated with approved change orders. This pay application reflects work performed through July 31, 2025. It also includes reduction in contract retainage from 5% to 2.5%, in accordance with the contract provisions following achievement of Substantial Completion as of July 21, 2025. While a few minor items remain, all major systems necessary for operational readiness are in place, and the facility is functioning as intended. The remaining retainage will be held until Final Completion is achieved. The signed payment request form and pay application is attached for review. Total Contract Value to Date $ 17,202,475.25 Work Completed to Date $ 17,104,475.25 2.5% Retainage $ 427,611.88 Amount Paid to Date $ 16,232,435.54 Total Pay App #27 $ 444,427.83 Engineer’s Recommendation We have reviewed the request and recommend approving Pay Application #27 to Rice Lake Construction Group in the amount of $444,427.83 for the work completed and materials stored to date. 139 08/05/25 14 0 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 1 Insurance $100,000.00 $100,000.00 $100,000.00 100.00% 2 Bonds $100,000.00 $100,000.00 $100,000.00 100.00% 3 Mobilization $350,000.00 $350,000.00 $350,000.00 100.00% 4 Demobilization $50,000.00 $50,000.00 $50,000.00 100.00% 5 Supervision $220,000.00 $220,000.00 $220,000.00 100.00% 6 Layout/Surveying $15,000.00 $15,000.00 $15,000.00 100.00% 7 Testing $25,000.00 $25,000.00 $25,000.00 100.00% 8 Temporary Facilities $20,000.00 $20,000.00 $20,000.00 100.00% 9 Winter Conditions $50,000.00 $50,000.00 $50,000.00 100.00% 10 Safety $10,000.00 $10,000.00 $10,000.00 100.00% 11 Weekly Cleanup (Labor) $10,000.00 $10,000.00 $10,000.00 100.00% 12 Weekly Cleanup (Material) $10,000.00 $10,000.00 $10,000.00 100.00% 13 Final Facility Cleaning (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 14 Disinfection (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 15 Final System Startup $5,000.00 $5,000.00 $5,000.00 100.00% 16 Allowances $50,000.00 $50,000.00 17 Capital Purchase Agency Agreement Compliance $1,000.00 $1,000.00 18 Facility Record Documents $500.00 $500.00 $500.00 100.00% 19 Building Earthwork (L & M) $450,000.00 $450,000.00 $450,000.00 100.00% 20 Watertightness Testing (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 21 Structural Testing & Special Inspections (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 22 Concrete: General Conditions (L) $100,000.00 $100,000.00 $100,000.00 100.00% 23 Concrete: General Conditions (M) $100,000.00 $100,000.00 $100,000.00 100.00% 24 Footings (L) $15,000.00 $15,000.00 $15,000.00 100.00% 25 Footings (M) $25,000.00 $25,000.00 $25,000.00 100.00% 26 Waterstop (L) $20,000.00 $20,000.00 $20,000.00 100.00% 27 Waterstop (M) $20,000.00 $20,000.00 $20,000.00 100.00% 28 Detention Tank Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 29 Detention Tank Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 30 Detention Tank Base Slab (L) $70,000.00 $70,000.00 $70,000.00 100.00% 31 Detention Tank Base Slab (M) $70,000.00 $70,000.00 $70,000.00 100.00% 32 Filter Room Base Slab (L) $90,000.00 $90,000.00 $90,000.00 100.00% 33 Filter Room Base Slab (M) $90,000.00 $90,000.00 $90,000.00 100.00% 34 Filter Room Walls (L) $70,000.00 $70,000.00 $70,000.00 100.00% 35 Filter Room Walls (M) $70,000.00 $70,000.00 $70,000.00 100.00% 36 Lower Level Base Slab (L) $130,000.00 $130,000.00 $130,000.00 100.00% 37 Lower Level Base Slab (M) $130,000.00 $130,000.00 $130,000.00 100.00% 1 14 1 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 38 Main Level Base Slab (L) $90,000.00 $90,000.00 $90,000.00 100.00% 39 Main Level Base Slab (M) $90,000.00 $90,000.00 $90,000.00 100.00% 40 Main Level Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 41 Main Level Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 42 Upper Level Concrete Decks (L) $130,000.00 $130,000.00 $130,000.00 100.00% 43 Upper Level Concrete Decks (M) $130,000.00 $130,000.00 $130,000.00 100.00% 44 Topping Slabs (L) $40,000.00 $40,000.00 $40,000.00 100.00% 45 Topping Slabs (M) $40,000.00 $40,000.00 $40,000.00 100.00% 46 Sidewalks (L & M) $10,000.00 $10,000.00 $10,000.00 100.00% 47 Misc. Walls (L) $5,000.00 $5,000.00 $5,000.00 100.00% 48 Misc. Walls (M) $5,000.00 $5,000.00 $5,000.00 100.00% 49 Building Reinforcing Steel (L) $60,000.00 $60,000.00 $60,000.00 100.00% 50 Building Reinforcing Steel (M) $60,000.00 $60,000.00 $60,000.00 100.00% 51 Precast Plank – (L) $25,000.00 $25,000.00 $25,000.00 100.00% 52 Precast Plank – (M) $100,000.00 $100,000.00 $100,000.00 100.00% 53 Rub/Patch Walls (L & M) $40,000.00 $40,000.00 $40,000.00 100.00% 54 Misc. Concrete (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 55 Water Cure (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 56 Clearwell Bottom Slab (L) $80,000.00 $80,000.00 $80,000.00 100.00% 57 Clearwell Bottom Slab (M) $80,000.00 $80,000.00 $80,000.00 100.00% 58 Clearwell Walls (L) $80,000.00 $80,000.00 $80,000.00 100.00% 59 Clearwell Walls (M) $80,000.00 $80,000.00 $80,000.00 100.00% 60 Clearwell Deck (L) $80,000.00 $80,000.00 $80,000.00 100.00% 61 Clearwell Deck (M) $80,000.00 $80,000.00 $80,000.00 100.00% 62 Clearwell Reinforcing Steel (L) $60,000.00 $60,000.00 $60,000.00 100.00% 63 Clearwell Reinforcing Steel (M) $60,000.00 $60,000.00 $60,000.00 100.00% 64 Backwash Tank Bottom Slab (L) $60,000.00 $60,000.00 $60,000.00 100.00% 65 Backwash Tank Bottom Slab (M) $60,000.00 $60,000.00 $60,000.00 100.00% 66 Backwash Tank Walls (L) $70,000.00 $70,000.00 $70,000.00 100.00% 67 Backwash Tank Walls (M) $70,000.00 $70,000.00 $70,000.00 100.00% 68 Backwash Tank Deck (L) $50,000.00 $50,000.00 $50,000.00 100.00% 69 Backwash Tank Deck (M) $50,000.00 $50,000.00 $50,000.00 100.00% 70 Backwash Tank Reinforce Steel (L) $40,000.00 $40,000.00 $40,000.00 100.00% 71 Backwash Tank Reinforce Steel(M) $40,000.00 $40,000.00 $40,000.00 100.00% 72 Concrete Outfall Structure (L) $5,000.00 $5,000.00 $5,000.00 100.00% 73 Concrete Outfall Structure (M) $5,000.00 $5,000.00 $5,000.00 100.00% 74 Masonry: General Conditions (L) $15,000.00 $15,000.00 $15,000.00 100.00% 1 14 2 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 75 Masonry: General Conditions (M) $125,000.00 $125,000.00 $125,000.00 100.00% 76 Masonry: Exterior (L) $225,000.00 $225,000.00 $225,000.00 100.00% 77 Masonry: Exterior (M) $150,000.00 $150,000.00 $150,000.00 100.00% 78 Cavity Wall Insulation (L) $10,000.00 $10,000.00 $10,000.00 100.00% 79 Cavity Wall Insulation (M) $10,000.00 $10,000.00 $10,000.00 100.00% 80 Masonry: Interior (L) $65,000.00 $65,000.00 $65,000.00 100.00% 81 Masonry: Interior (M) $65,000.00 $65,000.00 $65,000.00 100.00% 82 Metals: General Conditions (L) $15,000.00 $15,000.00 $15,000.00 100.00% 83 Metals: General Conditions (M) $175,000.00 $175,000.00 $175,000.00 100.00% 84 Exterior Handrails/Stairs/Ladders (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 85 Interior Handrails/Stairs/Ladders (L&M) $45,000.00 $45,000.00 $45,000.00 100.00% 86 Metal Grating (L) $25,000.00 $25,000.00 $25,000.00 100.00% 87 Misc. Metals (L) $25,000.00 $25,000.00 $25,000.00 100.00% 88 Interior Access Hatches (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 89 Exterior Access Hatches (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 90 Wood Trusses (L) $20,000.00 $20,000.00 $20,000.00 100.00% 91 Wood Trusses (M) $30,000.00 $30,000.00 $30,000.00 100.00% 92 Rough Carpentry (L) $65,000.00 $65,000.00 $65,000.00 100.00% 93 Rough Carpentry (M) $35,000.00 $35,000.00 $35,000.00 100.00% 94 Finish Carpentry (L) $15,000.00 $15,000.00 $15,000.00 100.00% 95 Finish Carpentry (M) $15,000.00 $15,000.00 $15,000.00 100.00% 96 Plastic Fabrication (L) $1,500.00 $1,500.00 $1,500.00 100.00% 97 Plastic Fabrication (M) $1,500.00 $1,500.00 $1,500.00 100.00% 98 Fiberglass Grating (L) $8,500.00 $8,500.00 $8,500.00 100.00% 99 Fiberglass Grating (M) $25,000.00 $25,000.00 $25,000.00 100.00% 100 Dampproofing (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 101 Membrane Waterproofing (L&M) $125,000.00 $125,000.00 $125,000.00 100.00% 102 Fluid Applied Waterproofing (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 103 Clearwell Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 104 Backwash Tank Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 105 Building Perimeter Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 106 Translucent Wall Panels (L & M) $45,000.00 $45,000.00 $45,000.00 100.00% 107 Fiber Cement Siding (L&M) $45,000.00 $45,000.00 $45,000.00 100.00% 108 TPO Roofing (L&M) $181,000.00 $181,000.00 $181,000.00 100.00% 109 Firestopping (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 110 Metal Roofing (L & M) $125,000.00 $125,000.00 $125,000.00 100.00% 111 Metal Roofing Flashing & Trim (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 1 14 3 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 112 Snow Retention System (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 113 Joint Sealers (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 114 Steel Doors and Frames (L) $25,000.00 $25,000.00 $25,000.00 100.00% 115 Steel Doors and Frames (M) $45,000.00 $45,000.00 $45,000.00 100.00% 116 FRP Doors and Frames (L) $12,000.00 $12,000.00 $12,000.00 100.00% 117 FRP Doors and Frames (M) $40,000.00 $40,000.00 $40,000.00 100.00% 118 Door Hardware (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 119 Overhead Doors (L&M) $27,000.00 $27,000.00 $27,000.00 100.00% 120 Painting (L&M) $264,000.00 $264,000.00 $264,000.00 100.00% 121 Windows (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 122 Gypsum Drywall (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 123 Acoustical Ceilings (L & M) $3,500.00 $3,500.00 $3,500.00 100.00% 124 Floor Treatment (L&M) $1,500.00 $1,500.00 $1,500.00 100.00% 125 Concrete and Masonry Sealer (L) $1,500.00 $1,500.00 $1,500.00 100.00% 126 Concrete and Masonry Sealer (M) $1,500.00 $1,500.00 $1,500.00 100.00% 127 Painting (L) $500.00 $500.00 $500.00 100.00% 128 Painting (M) $500.00 $500.00 $500.00 100.00% 129 Louvers/Vents (L & M) $13,000.00 $13,000.00 $13,000.00 100.00% 130 Signs (L & M) $5,000.00 $5,000.00 $5,000.00 100.00% 131 Subgrade Preparation (L) $15,000.00 $15,000.00 $15,000.00 100.00% 132 Aggregate Base (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 133 Site Preparation (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 134 Underground Water Main (L & M) $350,000.00 $350,000.00 $350,000.00 100.00% 135 Water Main Valves and Hydrant (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 136 Storm Sewer (L&M) $125,000.00 $125,000.00 $125,000.00 100.00% 137 Sanitary Sewer (L & M) $350,000.00 $350,000.00 $350,000.00 100.00% 138 Irrigation (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 139 Dewatering (L&M) $50,000.00 $50,000.00 $50,000.00 100.00% 140 Erosion & Sediment Control (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 141 Riprap (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 142 Flexible Paving (L&M) $95,000.00 $50,000.00 $50,000.00 52.63% $45,000.00 143 Concrete Paving (L&M) $35,000.00 $35,000.00 $35,000.00 100.00% 144 Concrete Curb & Gutter (L&M) $25,000.00 $25,000.00 $25,000.00 100.00% 145 Pavement Markings (L&M) $2,000.00 $2,000.00 146 Fences & Gates (L&M) $20,000.00 $20,000.00 $20,000.00 100.00% 147 Seeding & Restoration (L&M) $35,000.00 $30,000.00 $5,000.00 $35,000.00 100.00% 148 Vegetation Establishment & Maintenance (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 1 14 4 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 149 Plants (L&M) $35,000.00 $35,000.00 $35,000.00 100.00% 150 Filter Equipment (L) $50,000.00 $50,000.00 $50,000.00 100.00% 151 Filter Equipment (M) $850,000.00 $850,000.00 $850,000.00 100.00% 152 Filter Controls (L) $50,000.00 $50,000.00 $50,000.00 100.00% 153 Filter Controls (M) $50,000.00 $50,000.00 $50,000.00 100.00% 154 Filter System Startup $2,500.00 $2,500.00 $2,500.00 100.00% 155 Filter Equipment O&M’s $500.00 $500.00 $500.00 100.00% 156 High Service Pumps (L) $15,000.00 $15,000.00 $15,000.00 100.00% 157 High Service Pumps (M) $150,000.00 $150,000.00 $150,000.00 100.00% 158 High Service Pumps O&M’s $500.00 $500.00 $500.00 100.00% 159 High Service Pumps Testing and Startup $2,500.00 $2,500.00 $2,500.00 100.00% 160 Backwash Pump (L) $5,000.00 $5,000.00 $5,000.00 100.00% 161 Backwash Pump (M) $55,000.00 $55,000.00 $55,000.00 100.00% 162 Backwash Pump Testing and Startup $2,500.00 $2,500.00 $2,500.00 100.00% 163 Backwash Pump O&M’s $500.00 $500.00 $500.00 100.00% 164 Well Pump (L) $5,000.00 $5,000.00 $5,000.00 100.00% 165 Well Pump (M) $45,000.00 $45,000.00 $45,000.00 100.00% 166 Well Pump Testing and Startup $5,000.00 $5,000.00 $5,000.00 100.00% 167 Well Pump O&M’s $500.00 $500.00 $500.00 100.00% 168 Valve Vault (L) $18,000.00 $18,000.00 $18,000.00 100.00% 169 Valve Vault (M) $18,000.00 $18,000.00 $18,000.00 100.00% 170 Pre-Engineered Building (L) $19,000.00 $19,000.00 $19,000.00 100.00% 171 Pre-Engineered Building (M) $450,000.00 $450,000.00 $450,000.00 100.00% 172 Submersible Pumps (L) $5,000.00 $5,000.00 $5,000.00 100.00% 173 Submersible Pumps (M) $20,000.00 $20,000.00 $20,000.00 100.00% 174 Submersible Pumps Testing and Startup $500.00 $500.00 $500.00 100.00% 175 Submersible Pumps O&M's $250.00 $250.00 $250.00 100.00% 176 Potassium Permanganate Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 177 Potassium Permanganate Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 178 Potassium Permanganate Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 179 Potassium PermanganateEquipment O&M’s $500.00 $500.00 $500.00 100.00% 180 Chlorine Gas Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 181 Chlorine Gas Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 182 Chlorine Gas Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 183 Chlorine Gas Equipment O&M’s $500.00 $500.00 $500.00 100.00% 184 Polyphosphate Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 185 Polyphosphate Feed Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 1 14 5 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 186 Polyphosphate Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 187 Polyphosphate Feed Equipment O&M’s $500.00 $500.00 $500.00 100.00% 188 Fluoride Feed Equipment (L) $5,000.00 $5,000.00 $5,000.00 100.00% 189 Fluoride Feed Equipment (M) $20,000.00 $20,000.00 $20,000.00 100.00% 190 Fluoride Feed Equipment Startup $1,000.00 $1,000.00 $1,000.00 100.00% 191 Fluoride Feed Equipment O&M’s $500.00 $500.00 $500.00 100.00% 192 Initial Supply of Chemicals (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 193 Blower (L) $5,000.00 $5,000.00 $5,000.00 100.00% 194 Blower (M) $35,000.00 $35,000.00 $35,000.00 100.00% 195 Blower Startup $1,000.00 $1,000.00 $1,000.00 100.00% 196 Blower O&M’s $500.00 $500.00 $500.00 100.00% 197 Blower Vibration Tests $250.00 $250.00 $250.00 100.00% 198 Cranes, Hoists, Lifting Hooks (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 199 Window Treatments (L & M) $500.00 $500.00 $500.00 100.00% 200 Lab Furniture (L & M) $1,000.00 $1,000.00 $1,000.00 100.00% 201 Magnetic Flow Meters (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 202 Magnetic Flow Meters Startup $500.00 $500.00 $500.00 100.00% 203 Magnetic Flow Meters O&M’s $500.00 $500.00 $500.00 100.00% 204 Mechanical: General Conditions $50,000.00 $50,000.00 $50,000.00 100.00% 205 Metallic Process Pipe/Fittings (L) $840,000.00 $840,000.00 $840,000.00 100.00% 206 Metallic Process Pipe/Fittings (M) $2,375,000.00 $2,375,000.00 $2,375,000.00 100.00% 207 Plastic Process Piping/Fittings (L) $150,000.00 $150,000.00 $150,000.00 100.00% 208 Plastic Process Piping/Fittings (M) $150,000.00 $150,000.00 $150,000.00 100.00% 209 Pipe Identification (L) $5,000.00 $5,000.00 $5,000.00 100.00% 210 Pipe Identification (M) $5,000.00 $5,000.00 $5,000.00 100.00% 211 Valves and Accessories (L) $25,000.00 $25,000.00 $25,000.00 100.00% 212 Valves and Accessories (M) $85,000.00 $85,000.00 $85,000.00 100.00% 213 Gauges (L) $5,000.00 $5,000.00 $5,000.00 100.00% 214 Gauges (M) $5,000.00 $5,000.00 $5,000.00 100.00% 215 Record Plan Process Drawings $250.00 $250.00 $250.00 100.00% 216 Pipe Insulation (L & M) $35,000.00 $35,000.00 $35,000.00 100.00% 217 Sanitary Below Ground (L) $45,000.00 $45,000.00 $45,000.00 100.00% 218 Sanitary Below Ground (M) $45,000.00 $45,000.00 $45,000.00 100.00% 219 Sanitary Above Ground (L) $55,000.00 $55,000.00 $55,000.00 100.00% 220 Sanitary Above Ground (M) $55,000.00 $55,000.00 $55,000.00 100.00% 221 Facility Storm Drainage (L) $35,000.00 $35,000.00 $35,000.00 100.00% 222 Facility Storm Drainage (M) $35,000.00 $35,000.00 $35,000.00 100.00% 1 14 6 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 223 Water Piping (L) $45,000.00 $45,000.00 $45,000.00 100.00% 224 Water Piping (M) $45,000.00 $45,000.00 $45,000.00 100.00% 225 Clean-Outs (L) $2,500.00 $2,500.00 $2,500.00 100.00% 226 Clean-Outs (M) $2,500.00 $2,500.00 $2,500.00 100.00% 227 Floor Drains (L) $5,000.00 $5,000.00 $5,000.00 100.00% 228 Floor Drains (M) $15,000.00 $15,000.00 $15,000.00 100.00% 229 Wall Hydrants (L) $5,000.00 $5,000.00 $5,000.00 100.00% 230 Wall Hydrants (M) $5,000.00 $5,000.00 $5,000.00 100.00% 231 Plumbing Fixtures (L) $5,000.00 $5,000.00 $5,000.00 100.00% 232 Plumbing Fixtures (M) $15,000.00 $15,000.00 $15,000.00 100.00% 233 Sump Pumps (L) $15,000.00 $15,000.00 $15,000.00 100.00% 234 Sump Pumps (M) $25,000.00 $25,000.00 $25,000.00 100.00% 235 Water Heaters (L) $5,000.00 $5,000.00 $5,000.00 100.00% 236 Water Heaters (M) $25,000.00 $25,000.00 $25,000.00 100.00% 237 Sample Taps, Lines and Valves (L) $5,000.00 $5,000.00 $5,000.00 100.00% 238 Sample Taps, Lines and Valves (M) $5,000.00 $5,000.00 $5,000.00 100.00% 239 Record Plumbing Drawings $250.00 $250.00 $250.00 100.00% 240 Sheet Metal (L) $155,000.00 $155,000.00 $155,000.00 100.00% 241 Sheet Metal (M) $25,000.00 $25,000.00 $25,000.00 100.00% 242 Chimneys (L) $5,000.00 $5,000.00 $5,000.00 100.00% 243 Chimneys (M) $5,000.00 $5,000.00 $5,000.00 100.00% 244 Dampers (L) $5,000.00 $5,000.00 $5,000.00 100.00% 245 Dampers (M) $5,000.00 $5,000.00 $5,000.00 100.00% 246 Duct Insulation (L & M) $25,000.00 $25,000.00 $25,000.00 100.00% 247 Grilles/Registers/Diffusers (L) $5,000.00 $5,000.00 $5,000.00 100.00% 248 Grilles/Registers/Diffusers (M) $5,000.00 $5,000.00 $5,000.00 100.00% 249 Fans (L) $5,000.00 $5,000.00 $5,000.00 100.00% 250 Fans (M) $5,000.00 $5,000.00 $5,000.00 100.00% 251 Fans Startup $250.00 $250.00 $250.00 100.00% 252 Fans O & M Manuals $250.00 $250.00 $250.00 100.00% 253 Rooftop Units (L) $5,000.00 $5,000.00 $5,000.00 100.00% 254 Rooftop Units (M) $25,000.00 $25,000.00 $25,000.00 100.00% 255 Unit Heaters (L) $5,000.00 $5,000.00 $5,000.00 100.00% 256 Unit Heaters (M) $25,000.00 $25,000.00 $25,000.00 100.00% 257 Unit Heaters Startup $250.00 $250.00 $250.00 100.00% 258 Unit Heaters O & M Manuals $250.00 $250.00 $250.00 100.00% 259 Dehumidifier (L) $50.00 $50.00 $50.00 100.00% 1 14 7 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) 260 Dehumidifier (M) $50.00 $50.00 $50.00 100.00% 261 Dehumidifier O&M’s $50.00 $50.00 $50.00 100.00% 262 Dehumidifier Start Up $50.00 $50.00 $50.00 100.00% 263 Temperature Control (L & M) $15,000.00 $15,000.00 $15,000.00 100.00% 264 Temperature Controls Startup $5,000.00 $5,000.00 $5,000.00 100.00% 265 Temperature Controls O&M’s $250.00 $250.00 $250.00 100.00% 266 Record HVAC Drawings $250.00 $250.00 $250.00 100.00% 267 Electrical: General Conditions $300,000.00 $300,000.00 $300,000.00 100.00% 268 Temporary Electrical $50,000.00 $50,000.00 $50,000.00 100.00% 269 Plant Controls (L) $65,000.00 $65,000.00 $65,000.00 100.00% 270 Plant Controls (M) $125,000.00 $125,000.00 $125,000.00 100.00% 271 Interior Fixtures and Lamps (L) $22,000.00 $22,000.00 $22,000.00 100.00% 272 Interior Fixtures and Lamps (M) $35,000.00 $35,000.00 $35,000.00 100.00% 273 Exterior Fixtures and Lamps (L) $5,000.00 $5,000.00 $5,000.00 100.00% 274 Exterior Fixtures and Lamps (M) $10,000.00 $10,000.00 $10,000.00 100.00% 275 Distribution Equipment (L) $125,000.00 $125,000.00 $125,000.00 100.00% 276 Distribution Equipment (M) $500,000.00 $500,000.00 $500,000.00 100.00% 277 Branch/Feeder Circuits (L) $40,000.00 $40,000.00 $40,000.00 100.00% 278 Branch/Feeder Circuits (M) $25,000.00 $25,000.00 $25,000.00 100.00% 279 Generator (L) $10,000.00 $10,000.00 $10,000.00 100.00% 280 Generator (M) $125,000.00 $125,000.00 $125,000.00 100.00% 281 Fire Alarm (L&M) $1,000.00 $1,000.00 $1,000.00 100.00% 282 Security (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 283 Telephone (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 284 Card Access System (L&M) $15,000.00 $15,000.00 $15,000.00 100.00% 285 Plant Controls (L) $35,000.00 $35,000.00 $35,000.00 100.00% 286 Plant Controls (M) $125,000.00 $125,000.00 $125,000.00 100.00% 287 Computer Equipment (L&M) $70,000.00 $70,000.00 $70,000.00 100.00% 288 Electrical Record Drawings $500.00 $500.00 $500.00 100.00% 289 Plant Controls (M) $5,000.00 $5,000.00 $5,000.00 100.00% 290 Remote Site RTU’s (L) $5,000.00 $5,000.00 $5,000.00 100.00% 291 Remote Site RTU’s (M) $5,000.00 $5,000.00 $5,000.00 100.00% 292 Facility Controls Startup (L&M) $5,000.00 $5,000.00 $5,000.00 100.00% 293 Record Plant Control Documents $500.00 $500.00 $500.00 100.00% 294 Record Electrical Conduit and Wire Drawings $500.00 $500.00 $500.00 100.00% 295 Change Orders $474,275.25 $462,754.25 $11,521.00 $474,275.25 100.00% 1 14 8 CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO:27 Contractor's signed certification is attached.APPLICATION DATE:08/04/25 In tabulations below, amounts are stated to the nearest dollar.PERIOD TO:07/31/25 Use Column I on Contracts where variable retainage for line items may apply.ENGINEER'S PROJECT NO:173420014 A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL %BALANCE RETAINAGE NO.VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G ÷ C)TO FINISH (IF VARIABLE APPLICATION STORED AND STORED (C - G)RATE) (D + E)(NOT IN TO DATE D OR E)(D+E+F) GRAND TOTALS $17,202,475.25 $17,086,954.25 $17,521.00 $0.00 $17,104,475.25 $98,000.00 Users may obtain validation of this document by requesting of the license a completed AIA Document D401 - Certification of Document's Authenticity 1 14 9 STAFF REPORT Agenda Item: 6.p Council Meeting: August 14, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Hope Meadows 2nd Addition - Early Site Grading Work Agreement Action Required: Direction Summary The developer has submitted a request to allow for site grading to take place in conjunction with final plat approval of the Hope Meadows 2nd Addition development area located west of County Road 116 and Hope Way (see attached grading plan). The developer plans to balance the existing soils within the overall development site. Financial/Budget Costs incurred related to reviewing, processing, and administering the agreement are the responsibility of the developer. Options 1. Authorize staff to execute a final version of the Early Site Grading Work Agreement contingent upon the specified conditions for Hope Meadows 2nd Addition development. 2. Decline the request. Recommendation Authorize staff to execute a final version of the Early Site Grading Work Agreement contingent upon the specified conditions for Hope Meadows 2nd Addition development. Council Action Consider a motion to authorize staff to execute a final version of the Early Site Grading Work Agreement contingent upon the specified conditions for the Hope Meadows 2nd Addition development. Attachments 1. Corcoran Early Site Grading Work Agreement Template_FINAL.pdf 2. Hope Meadows Plan Review_073125.pdf 3. Hope Meadows Stormwater Review_072925.pdf 4. 2025-07-22 Hope_Development_Phase_2_Grading Plan.pdf 5. 2025-07-07 _53461_Hope_Meadows_Phase_2_Borrow Plan.pdf 150 216846v1 AGREEMENT TO ALLOW EARLY SITE GRADING WORK This AGREEMENT TO ALLOW EARLY SITE GRADING WORK (this “Agreement”) is made this _____ day of ________________, 20__ by and between the City of Corcoran, a Minnesota municipal corporation (the “City”), and ______________________________, a ____________________ (“Developer”), the City and Developer are sometime collectively referred to herein as the “parties” or each a “party”. RECITALS WHEREAS, Developer is the owner of, or has obtained the applicable consent of the owner of the real property described as follows: INSERT LEGAL DESCRIPTION (the “Subject Property”); and WHEREAS, Developer submitted a preliminary plat application to the City to subdivide the Subject Property and construct INSERT PROJECT DETAILS (the “Development”), which was approved by the Corcoran City Council on ____________; and WHEREAS, Developer intends to request approval of the final plat for Phase ___ of the Development and will enter into one or more agreements with the City governing this Phase of the Development including, but not limited to, a Site Development Agreement which will set forth certain requirements and obligations related to the installation of this Phase of the Development; and WHEREAS, Prior to entering into all required agreements governing the installation of the Development, Developer has requested that the City approve preliminary grading and related work upon the Subject Property for Phase ___, as described in the attached Exhibit “A” (“Early Site Grading Work”); and WHEREAS, the Early Site Grading Work for the approved preliminary plat referred to above is described and depicted in the attached Exhibit “A”, and the City may allow for such preliminary work on the Subject Property, subject to Developer executing this Agreement and providing security as required herein; NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, the parties hereto agree as follows: 1. Developer will commence Early Site Grading Work upon the Subject Property only in accordance with the plans and description attached hereto as Exhibit A and to the extent approved by the City Engineer. No work will be undertaken or continued until Developer has: 151 2 A. Submitted and has received approval from the City Engineer and the applicable watershed district. B. Resolved with the City Engineer and the watershed district any and all areas where Early Site Grading Work will not be permitted. Developer shall comply with any applicable tree preservation plan with respect to the Subject Property. C. Resolved any outstanding drainage and erosion control issues to the satisfaction of the City Engineer and the watershed district. D. Complied with all hours of operation requirements. Hours of operation shall be limited to the construction hours permitted by Corcoran City Code. E. Obtained City approval for all haul routes. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. F. Attended a pre-construction conference with the City Engineer and/or the Public Works Director, or their respective designee. G. Provided to the City a copy of Developer’s NPDES permit and watershed district approval authorizing all of the proposed Early Site Grading Work on the Subject Property. H. Obtained all required approvals related to the Wetland Conservation Act. I. Executed this Agreement and provided to the City all security funds required herein. 2. Developer shall perform all Early Site Grading Work in conformance with the approved plans attached hereto as Exhibit A, as may be amended by the City, Corcoran City Code, the NPDES permit, and any and all watershed requirements. Any work which is not in conformity with approved plans shall be a violation of this Agreement. Developer agrees and hereby grants access to the Subject Properties to the City and watershed district at all reasonable times in order to verify compliance with the terms of this Agreement. Upon receipt of verbal or written notice that any work on the Subject Property is not compliant with the approved plans or any amendment to the same deemed necessary by the City or the watershed district and disclosed to Developer, Developer shall immediately make any required changes or immediately cease all work and take whatever restoration actions are required by the City and/or the watershed district. In the event that 152 3 Developer fails to cease work or undertake or complete required changes or restoration, the City may utilize any and all escrow or security funds posted by Developer under this Agreement to take the required actions, as well as reimburse itself for any costs incurred by the City, including administrative, engineering, and legal fees and costs, including but not limited to reasonable attorneys’ fees. 3. Developer will undertake such work with knowledge that approval for construction of private improvements has not yet been granted by City and nothing in this Agreement shall be construed as a promise or assurance that such approval will be granted. Therefore, all work undertaken prior to approval and full compliance with Corcoran City Code is solely at the risk of Developer. Developer specifically waives all claims or causes of action of whatever nature against the City, its officers, employees, agents or contractors relative to the work undertaken and this Agreement. Further, this Agreement shall not impact, amend, or replace any Master Development Agreement, individual Phase Site Development Agreement, or any other agreement which may be entered into with respect to the Development. In the event of any conflict between this Agreement and any other such agreement with respect to the Development, the terms of the other agreement shall control. 4. The Developer shall pay all costs incurred by Developer or the City in conjunction with the Early Site Grading Work on the Subject Property, including but not limited to planning, engineering, legal and inspection expenses incurred related to the acceptance of the work, review of plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting the work on the Subject Property. Separate from any posted security, Developer shall deposit ten thousand dollars ($10,000.00) with the City in an escrow account to cover the City’s projected costs related to the Early Site Grading Work. Further, at any point during this Agreement, if the City determines that the posted escrow funds are insufficient, the City shall notify Developer to deposit additional funds and Developer shall so deposit the funds within ten (10) days of that notice. Developer’s failure to post the escrow funds requested by the City shall be grounds for termination of this Agreement by the City, and/or shall permit the City to temporarily halt all work on the Subject Property until such funds are deposited. 5. Developer shall indemnify and hold harmless the City, its elected officials, employees, and agents from any and all claims or causes of action of whatever nature related to the Early Site Grading Work on the Subject Property as set forth in this Agreement. Said indemnity and agreement to hold the City harmless includes, but is not limited to, payment of any and all attorneys’ fees, engineering fees, witness fees or any other costs and disbursements related to this Agreement, including any City fees or costs expended to enforce the terms and conditions of this Agreement. 6. Developer hereby agrees to obtain and maintain throughout the duration of any of the Early Site Grading Work on the Subject Property, public liability and property damage insurance coverage covering personal injury, including death, and claims 153 4 for property damage which may arise out of the Developer’s work or the work of Developer’s contractors or subcontractors. Liability limits shall not be less than $2,000,000 for any number of claims arising out of a single occurrence. The City and the City Engineer shall be named as additional insured parties on the policy. Developer shall provide the City with a certificate of insurance evidencing the satisfaction of these requirements and the policy shall mandate that thirty (30) days’ written notice be provided to the City and the City Engineer prior to the effective date of any cancellation or non-renewal of the policy, except in the case of non- payment, in which case ten (10) day’s written notice shall be sufficient. 7. In order to ensure compliance with this Agreement, or to assure completion or restoration of the site, Developer shall fully execute and deliver to the City this Agreement and all security required by this Agreement. Specifically, Developer shall deposit with the City all funds listed in the attached Exhibit “B” (the “Security”). Such funds are posted to collectively secure all Early Site Grading Work and use of the same shall not be limited to any itemization listed in said Exhibit “B”. The Security shall be in the form of either a cash deposit or a letter of credit, as determined by the City. If a letter of credit is used, such letter of credit shall be compliant with Corcoran City policies and shall be subject to the approval of the City. The City reserves the right to refuse any letter of credit for any reason whatsoever. Upon two (2) days’ written notice to Developer, the City may utilize any of the Security funds to complete needed site restoration. If costs are incurred by the City for restoration above and beyond the amount of the Security, Developer shall be liable for all additional costs, including engineering, planning and legal fees, including but not limited to reasonable attorneys’ fees and costs, which Developer shall promptly pay upon invoicing, and not later than 30 days after receipt of the invoice. If Developer fails to promptly pay such invoiced amounts, in addition to any other remedy available to the City at law or in equity, the City may recover the amount by drawing upon any other security posted by the Developer for the Development, and Developer hereby consents to such draw. The Security shall only be released upon a determination by the City Engineer that it is no longer required. Failure to maintain the required Security shall be grounds for immediate termination of this Agreement by the City. 8. This Agreement in no way indicates that Development approval beyond the Early Site Grading Work has been granted by the City, and this Agreement shall in no way be construed as evidence of, and in no way implies any such approval. Developer shall make no representations to third parties that this Agreement constitutes or implies that Development approval beyond the Early Site Grading Work as authorized by this Agreement has been granted. 9. Developer shall comply with all laws, ordinances, regulations, and directives of the State of Minnesota, the City, and the watershed district which are applicable to the Subject Property. This Agreement shall be interpreted according to the laws of the State of Minnesota and any action to enforce the terms contained herein shall be brought in Hennepin County, Minnesota. 154 5 10. In the event that any provision of this Agreement is held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, such holding shall pertain only to such provision and shall not invalidate or render unenforceable any other provision herein. 11. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original and shall constitute one and the same Agreement. 12. This Agreement constitutes the entirety of the understanding of the parties related to the Early Site Grading Work contemplated herein. It does not affect, and shall be subordinate to any terms contained within other agreements between the parties, related to the Development, including, but not limited to, a Master Development Agreement or any individual Phase Site Development Agreement. No modifications to this Agreement shall be in effect unless reduced to writing and signed by all parties. 13. For the purposes of providing written notice pursuant to this Agreement, written notice shall be valid if provided via personal service, courier, U.S. Mail, or email to the following: If to the City: Att: Public Works Director Kevin Mattson 8200 County Road 116 Corcoran, MN 55340 Email: kmattson@corcoranmn.gov With Copy to: Att: City Administrator 8200 County Road 116 Corcoran, MN 55340 Email: jtobin@corcoranmn.gov If to Developer: INSERT CONTACT & ADDRESS Email: INSERT EMAIL 14. The undersigned signatory hereby represents and warranties that he/she is the designated representative of the Developer and maintains the unqualified authorization to bind the Developer to all terms contained herein. Developer further warranties that Developer is the unencumbered owner of the Subject Property or 155 6 has obtained the written consent of all owners and/or any parties possessing an interest in the Subject Property, to complete the work contemplated herein, pursuant to the terms of this Agreement. [Signatures on pages to follow] 156 7 IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed as of the day and year first above written. DEVELOPER By: ______________________________ Print:______________________________ Its: _______________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ___ day of _________, 20__, by ____________________________, the ____________________of_________________________, a _______________________________, on behalf of the _________________________. Notary Public 157 8 CONSENT OF OWNER ___________________________, as the owner of the Subject Property hereby consents to and subordinates its interest in the Subject Property to the foregoing Agreement dated ______________, 20__. OWNER By: ______________________________ Print:______________________________ Its: _______________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ___ day of _________, 20__, by ____________________________, the ____________________of_________________________, a _______________________________, on behalf of the _________________________. Notary Public 158 9 CITY OF CORCORAN By: Jay Tobin, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ___ day of ___________, 20__, by Brad Martens, the City Administrator, of the City of Corcoran, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: John J. Thames, Esq. CARSON, CLELLAND & SCHREDER 6300 Shingle Creek Parkway, Suite 305 Minneapolis, MN 55430 (763) 561-2800 159 10 EXHIBIT “A” (Approved Early Site Grading Work Plan and Description of Work) 160 11 EXHIBIT “B” (The “Security”) 161 Memo To: Kevin Mattson, City Engineer/ Public Works Director From: Steve Hegland, PE Caleb Kroeze, EIT Project: Hope Meadows Phase 2 Date: July 31, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Hope Development Phase 2 Civil Plans dated July 22, 2025 2. Hope Development PUD Civil Plans dates July 22, 2025 3. Hope Development Phasing Plan dated July 22, 2025 4. City of Corcoran Final Plat Response Memo dated July 2025 5. Wetland Buffer Plan Sheet dated July 22, 2025 6. 53461 FPLAT dated July 22, 2025 Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in which the applicant provides a written response to each of the items below. 2. Construction/reconstruction of Oswald Farm Roadway shall be incorporated into Phase 4 & 5 on the phasing plan. Plat: 1. Entirety of outlot A should be in a singular drainage and utility easement. Subsequent plats can specify easement area over stormwater BMP’s. Transportation 1. A temporary access plan shall be provided showing how access will be achieved to existing residents and businesses during sanitary work. Previous response says that 14’ wide temporary access had been added to the site plan, access was shown as less than noted and keynote needed to be updated. Temporary shall be minimum 22’ wide maintained access. Plans shall call out section with surfacing as needed and shall show how temporary access will tie into existing infrastructure including removal and replacement of existing curb or sidewalk as necessary. 2. The sidewalk should be installed in front of Outlot A. Grading /Stormwater 1. Sump is required for CBMH 103 as the last accessible structure before discharge. 2. Fix FES 100 – CBMH102 profile to show labels for STMH 101. 162 July 31, 2025 Hope Meadows Phase 2 Kevin Mattson, City Engineer/ Public Works Director Page 2 of 2 3. The runoff to CB’s 104 and 103 is greater than the 2.5 cfs allowed to inlets and additional structures shall be added. The runoff areas to CB 610 A and B should be updated to match plans and inlets shall be adjusted accordingly. 4. The rear yards of lots 1 through 9 block 1 trap water on the shared lot line. Grading should be adjusted to provide required slopes and storm sewer added or retaining wall added back into plan as was shown in PUD documents to ensure water is managed within the development. This includes the land locked low area between lots 9 and 10. 5. Block 1 yards will require sump connections. Narrative noted that sumps are intended to be routed to the front. 6. OCS out of previously installed filtration basin shall not be retrofitted but should be a structure constructed for this specific purpose. 7. OCS 200/300 should be designed to City standard details. 8. Proposed landscaping behind L3-4B2 must be no closer than 10’ to proposed storm sewer. No plants shall be shown within the limits of the 12’ pond infrastructure access route. Many trees are currently shown to be in conflict. 9. For filtration basin 3F provide inverts for all cleanout locations. 10. For existing filtration basin, provide information on plans for existing inverts and pipe materials to ensure it matches proposed plans. Watermain/Sanitary Sewer 1. Remove overlapping labels sheet 7.01 profile title. 2. Existing manhole can not be retrofitted as proposed and new manhole shall be installed at intersection of Hope Way and Hunter Ridge. Plans should clearly note that existing structure is to be removed and replaced. 3. Provide calculations for stub elevation at apartment building from the sewer stub to ensure the sewer depth is adequate to service the facility. Calculations shall be provided to understand what the depth would need to be to avoid pumps within these facilities. 4. Provide additional notes regarding support of the adjacent 20” watermain during the reconstruction of EX SMH 01 that will likely be exposed. Temporary water may be necessary to the 1st addition properties and excavation plan shall verify that pipe can actually be supported or if it will need to be removed and replaced. 5. Ensure that sufficient temporary easement has been secured from the west property owner to allow for the installation of SAN-06 on the property line. City wants to ensure grading agreement with owner will cover utility installation. End of Comments 163 Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Ben Otto Jordan Wochenske Project: Stormwater Comments Hope Meadows Phase 2 Date: July 29, 2025 EXHIBITS: This Memorandum is based on a review of the following documents: · Development Plans for Hope Meadows Phase 2 by Sambatek dated 7/22/2025 · Preliminary Stormwater Management Plan for Hope Meadows Townhomes – Phase 2 by Sambatek dated 7/21/2025. · PUD Plans for Hope Community Church by Sambatek dated 7/22/2025 · Preliminary Stormwater Management Plan for Hope Community Church by Sambatek dated 7/21/2025. PUD Plans/HydroCAD Model 1. Update PUD construction plans to ensure NWL/HWL labels are consistent with the HydroCAD results for the existing/proposed BMPs. 2. Update PUD construction plans to label the proposed OCS structures. Ensure labels are consistent with the structure detail labels on page C9.02. 3. Update construction plans/HydroCAD model to have consistent outlet device elevations for the proposed OCSs. 4. Update outlet devices for 7PEX/7P in existing and proposed HydroCAD models to be consistent with what is shown on the construction plans. Phase 2 Plans/HydroCAD Model 1. Update construction plans to label upstream and downstream pipe inverts of connected pipes to structure EXS OCS and ensure consistency with HydroCAD model. 2. Update rate control table in the Stormwater Management Plan to be consistent with the HydroCAD results. Overall 1. If changes are made to either the PUD or the Phase 2 model, ensure both models are consistent so the modeled area/BMP are the same between models. 164 165 166 167 168 STAFF REPORT Agenda Item: 6.q Council Meeting: August 14, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Chisholm Trail Street Improvements - Bid Award Action Required: Direction Summary Bids for the Chisholm Trail Street Improvements project were opened on July 31st, 2025. The project was advertised publicly, and 3 bids were received. The low bid was submitted by Asphalt Specialties Company in the amount of $332,118.01. The project was bid with one alternate. This alternate was to haul the reclaimed aggregate to the Public Works facility. The price from Asphalt Specialties Company for the alternate disposal location is $1,328.25 which would bring the total recommended contract price to $333,446.26. Stantec has reviewed the bids and submitted the attached memo summarizing their findings and recommendation. With authorization of the work, Stantec would request that the authorization includes Engineering and Construction Services for surveying, construction oversight, and contract administration on the project at an estimated cost of $34,730.00 Financial/Budget The estimated cost of the project is $368,176.26 with proposed assessments in the amount of $81,000.00. This results in an anticipated $287,176.26 city contribution. That amount as well as the initial coverage of assessments will need to be paid out of the 2025 General Budget Asphalt Maintenance line item and the Pavement Management Fund. A breakdown of each funding source is estimated below: 2025 General Budget Asphalt Maintenance line item: $250,000.00 Special Assessments: $81,000.00 Pavement Management Fund: $37,176.26 (Does not include preliminary design costs) Options 1. Authorize staff to award the bid to Asphalt Specialties Company in the amount of $333,446.26 and associated construction administration services to Stantec in the amount of $34,730.00. 2. Decline Recommendation Authorize staff to award the bid to Asphalt Specialties Company in the amount of $333,446.26 and associated construction administration services to Stantec in the amount of $34,730.00. Council Action Consider a motion to authorize staff to award the bid to Asphalt Specialties Company in the amount of $333,446.26 and associated construction administration services to Stantec in the amount of $34,730.00. Attachments 169 1. Memo_Chisholm Trail Roadway Improvements_Present Bids.pdf 170 Memo To: Lauren Letsche, Engineering Development Supt. Kevin Mattson, PW Director/City Engineer From: Steve Hegland, PE Project/File: 193807366 Date: August 4, 2025 Subject: Present Bid Results – Chisholm Trail Roadway Improvements Council Action Requested We are requesting that the City Council review the bid results and award the construction bid for the Chisholm Trail Roadway Improvements to Asphalt Specialties Company. Project Description The Chisholm Trail Roadway Improvements Project includes the roadway improvements and select drainage improvements for Chisholm Trail from County Road 30 to the end of the roadway. The roadway will be improved via a full depth reclamation, which includes grinding the existing asphalt pavement with the gravel subbase to create a new aggregate base. This new aggregate base is then shaped and compacted with a new bituminous roadway paved upon. The project also includes select drainage improvements in two areas of the ditches adjacent to the roadway to ensure drainage is maintained and does not impact the integrity of the road or subgrade. With the project, draintile is also added at the lowpoints in the roadway. Construction Bid Results Bids were opened for the Chisholm Trail Roadways Improvement Project on July 31st, 2025. Attached to this memo is a copy of the Bid Tabulation. There were a total of 3 bids received. The following summarizes the results of the bidding: Lowest Asphalt Specialties Company $332,118.01 2nd Park Construction Company $434,955.65 3rd New Look Contracting, Inc $446,738.00 The project was bid with one alternate which was to haul the reclaimed aggregate to the Public Works facility vs hauling it offsite. The materials can then be used by public works as a pavement subgrade or aggregate throughout town. As public works would use this material beneficially around town and it will be cheaper than buying aggregate elsewhere, we would recommend awarding the alternate bid on the project. The price from Asphalt Specialties Company for that alternate disposal location was $1,328.25 which would bring the total recommended contract price to $333,446.26. The engineers estimate for the project was $349,210 so the bids received were under the estimated costs. 171 August 2025 Page 2 of 2 Reference: Bid Results – Chisholm Trail Roadway Improvements Funding The Chisholm Trail Improvements would be financed partially through special assessments on the project with the remaining portion funded through the Pavement Improvement Fund. Construction Administration To assist with the Construction Administration of the project, Stantec has prepared a scope of work which is attached for these services. The estimated cost of the construction administration services is $34,730. Engineer’s Recommendation We recommend awarding the base bid plus alternate bid for the Chisholm Trail Roadway Improvements to Asphalt Specialties Company in the amount of $333,446.26. We recommend awarding the construction administration services contract to Stantec. Stantec Consulting Services Inc. Steven Hegland, PE Project Engineer Attachments: Bid Tabulation Proposal for Construction Administration Services 172 Project Name: City Project No.: Bid Opening:Owner: License No. 52243 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total SCHEDULE A - REMOVALS AND STREETS 1 MOBILIZATION & DEMOBILIZATION LS 1 $4,000.00 $4,000.00 $68,400.00 $68,400.00 $30,000.00 $30,000.00 2 TRAFFIC CONTROL LS 1 $2,700.00 $2,700.00 $1,380.00 $1,380.00 $2,490.00 $2,490.00 3 CLEAR AND GRUB TREE EA 3 $775.00 $2,325.00 $607.00 $1,821.00 $1,805.00 $5,415.00 4 SALVAGE & REINSTALL SIGN EA 6 $275.00 $1,650.00 $357.00 $2,142.00 $226.00 $1,356.00 5 SALVAGE & REINSTALL MAILBOX EA 5 $275.00 $1,375.00 $255.00 $1,275.00 $285.00 $1,425.00 6 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 200 $4.50 $900.00 $4.05 $810.00 $5.50 $1,100.00 7 1.5" MILL BITUMINOUS PAVEMENT SY 137 $15.50 $2,123.50 $8.15 $1,116.55 $41.00 $5,617.00 8 RECLAIM BITUMINOUS PAVEMENT SY 8190 $1.01 $8,304.66 $1.05 $8,599.50 $3.00 $24,570.00 9 REMOVE BITUMINOUS DRIVEWAY SY 78 $43.50 $3,393.00 $14.50 $1,131.00 $20.00 $1,560.00 10 REMOVE CONCRETE DRIVEWAY SY 25 $14.15 $353.75 $20.60 $515.00 $35.00 $875.00 11 EXCAVATE, LOAD AND HAUL RECLAIM AGGREGATE CY 231 $14.15 $3,268.65 $25.30 $5,844.30 $32.00 $7,392.00 12 REMOVE CONCRETE DRAINTILE HEADWALL EA 6 $272.00 $1,632.00 $623.00 $3,738.00 $245.00 $1,470.00 13 TOPSOIL BORROW CY 147 $59.00 $8,673.00 $66.00 $9,702.00 $60.00 $8,820.00 14 SEED TURFGRASS LB 64 $13.30 $851.20 $3.05 $195.20 $23.50 $1,504.00 15 SEED WET DITCH LB 10 $8.35 $83.50 $76.50 $765.00 $47.00 $470.00 16 ROLLED EROSION PREVENTION CATEGORY 20 SY 390 $4.45 $1,735.50 $8.15 $3,178.50 $5.00 $1,950.00 17 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINED LF 260 $4.45 $1,157.00 $2.30 $598.00 $6.00 $1,560.00 18 HYDRAULIC STABILIZED FIBER MATRIX LB 650 $2.25 $1,462.50 $1.35 $877.50 $2.25 $1,462.50 19 STABILIZED CONSTRUCTION EXIT EA 1 $2,280.00 $2,280.00 $93.80 $93.80 $1.00 $1.00 TOTAL SCHEDULE A - REMOVALS AND STREETS $48,268.26 $112,182.35 $99,037.50 SCHEDULE B - STORM SEWER 20 COMMON EXCAVATION OFFSITE CY 150 $30.00 $4,500.00 $32.70 $4,905.00 $65.00 $9,750.00 21 CLEAN PIPE CULVERT LF 50 $25.00 $1,250.00 $20.00 $1,000.00 $20.00 $1,000.00 22 DITCH GRADING LF 250 $4.50 $1,125.00 $22.70 $5,675.00 $15.00 $3,750.00 TOTAL SCHEDULE B - STORM SEWER $6,875.00 $11,580.00 $14,500.00 SCHEDULE C - ROADWAY 23 4" SCH. 40 PERFORATED DRAINTILE LF 3670 $12.10 $44,407.00 $24.50 $89,915.00 $20.00 $73,400.00 24 4" SCH. 40 DRAINTILE CLEANOUT EA 12 $97.00 $1,164.00 $547.00 $6,564.00 $520.00 $6,240.00 25 4" PRECAST CONCRETE DRAINTILE HEADWALL EA 12 $539.00 $6,468.00 $369.00 $4,428.00 $700.00 $8,400.00 26 COARSE FILTER AGGREGATE (3/4" CLEAR WASHED ROCK) TON 180 $78.00 $14,040.00 $88.00 $15,840.00 $70.00 $12,600.00 27 GEOTEXTILE FABRIC, TYPE 4 NON-WOVEN SY 1360 $1.40 $1,904.00 $2.35 $3,196.00 $4.50 $6,120.00 28 RECLAIMED AGGREGATE BASE - DRIVEWAY BASE CY 20 $185.60 $3,712.00 $60.80 $1,216.00 $100.00 $2,000.00 29 CLASS 2 AGGREGATE SHOULDER TON 135 $99.75 $13,466.25 $78.60 $10,611.00 $70.00 $9,450.00 30 CLASS 5 AGGREGATE BASE TON 10 $92.50 $925.00 $67.30 $673.00 $35.00 $350.00 31 ROAD PREPARATION RDST 26.5 $610.00 $16,165.00 $302.00 $8,003.00 $480.00 $12,720.00 32 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) TON 940 $87.85 $82,579.00 $89.60 $84,224.00 $99.50 $93,530.00 33 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 710 $106.30 $75,473.00 $97.80 $69,438.00 $122.25 $86,797.50 34 BITUMINOUS TACK COAT GAL 390 $13.00 $5,070.00 $2.40 $936.00 $4.50 $1,755.00 35 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - TON 26 $314.00 $8,164.00 $242.00 $6,292.00 $277.50 $7,215.00 36 CONCRETE DRIVEWAY SY 25 $137.50 $3,437.50 $179.00 $4,475.00 $200.00 $5,000.00 TOTAL SCHEDULE C - ROADWAY $276,974.75 $305,811.00 $325,577.50 I hereby certify that this is an exact reproduction of bids received. Bidder No. 2 New Look Contracting, Inc. CHISHOLM TRAIL IMPROVEMENTS City of CorcoranThursday, July 31, 2025 at 1:00 PM CDT 193807366 Bidder No. 3Bidder No. 1 Asphalt Specialties Company Park Construction Company Steve Hegland, PE Stantec Project No.: 193807366-BidTab.xlsm BT-1 17 3 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Bidder No. 2 New Look Contracting, Inc. Bidder No. 3Bidder No. 1 Asphalt Specialties Company Park Construction Company ALTERNATE 1 - BID SCHEDULE 37 EXCAVATE, LOAD, HAUL, AND DISPOSE RECLAIM AGGREGATE AT PUBLIC WORKS CY 231 $5.75 $1,328.25 $23.30 $5,382.30 $33.00 $7,623.00 TOTAL ALTERNATE 1 - BID SCHEDULE $1,328.25 $5,382.30 $7,623.00 BASE BID SUMMARY TOTAL SCHEDULE A - REMOVALS AND STREETS $48,268.26 $112,182.35 $99,037.50 TOTAL SCHEDULE B - STORM SEWER $6,875.00 $11,580.00 $14,500.00 TOTAL SCHEDULE C - SANITARY SEWER $276,974.75 $305,811.00 $325,577.50 TOTAL BASE BID $332,118.01 $429,573.35 $439,115.00 TOTAL ALTERNATE 1 - BID SCHEDULE $1,328.25 $5,382.30 $7,623.00 TOTAL ALTERNATE 1 - BID SCHECULE $333,446.26 $434,955.65 $446,738.00 Phone: Email:mike@asphaltmn.com cborene@parkconstructionco.com jsargent@newlookcontracting.net Signed By:Erik Peterson Charlie Borene Jarrod Sargent Title:President Vice President Chief Estimator Bid Bond Bid Bond Bid Bond Yes Yes Yes 1 1 1Addenda Acknowledged: Bid Security: Asphalt Specialties Company 530 Shoreview Park Rd Shoreview, MN 55126 763-807-7136 Park Construction Company 1481 81st Avenue NE Minneapolis, MN 55432 New Look Contracting, Inc. 14045 Northdale Blvd. Rogers, MN 55374 763-786-9800 (763) 241-1596 Responsible Contractor Certification: Contractor Name and Address: 193807366-BidTab.xlsm BT-2 17 4 August 4, 2025 Lauren Letsche Engineering Development Superintendent 8200 County Road 116 Corcoran, MN 55340 Dear Lauren: Reference: Chisholm Trail Roadway Improvements – Construction Administration We appreciate the opportunity to present this scope of work to provide Construction Administration services on the Chisholm Trail Roadway Improvement Project. The projects includes the pavement rehabilitation of approximately 2,400 LF of Chisholm Trail as well as select ditching improvements in the areas directly adjacent to the roadway. On July 31st, the City opened bids on the improvement project with favourable bids being received. Assuming the City Council elects to move forward with the project, Stantec has prepared this scope of work to assist through the construction of the project. The project is to be constructed in the fall of 2025 with some punch list items potentially occurring in 2026. Scope of Work The scope for construction administration includes: · Coordinating and leading a preconstruction meeting and routine construction progress meetings · Construction survey staking · Shop drawing review · Construction observation to verify compliance with city standards and technical specifications · Quantity tracking and preparation of contractor pay requests · Contractor inquiries and Request for Information (RFI) reviews and responses · Evaluation of contractor change order requests, and processing of these request as appropriate · Communications with residents, project stakeholders, impacted property owners, and City staff as needed · Documentation of material testing, plan deviations, events within the project area · Project closeout and preparation of record plan drawings. 175 August 2025 Lauren Letsche Page 2 of 3 Reference: Chisholm Trail Improvements Budget/Compensation The following is our anticipated budget for the construction administrative services. All tasks will be billed on a time and materials basis not to exceed the fee provided below without prior authorization from the Owner. Task No. Description Estimated Fee 1 Construction Administration $34,730 Estimated Total $34,730 Closing We hope this letter defines the of scope work and the estimated fee of services to your satisfaction. Stantec will complete this scope of work according to the Master Services Agreement and previous practices with the City of Corcoran. On behalf of our Stantec team, we thank you for this opportunity to be of service to your community. Regards, Stantec Consulting Services Inc. Steve Hegland, PE (MN) Client Manager Phone: 612-741-6548 steven.hegland@stantec.com 176 August 2025 Lauren Letsche Page 3 of 3 Reference: Chisholm Trail Improvements By signing this proposal, City of Corcoran authorizes Stantec to proceed with the services herein described and the work will be completed in accordance with the existing Master Service Agreement. This proposal is accepted and agreed on the ___________ day of _________,_________ . Per: __________________________ _____________________________ __________________________ Print Name & Title Signature 177 STAFF REPORT Agenda Item: 6.r Council Meeting: August 14, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Test Well 3 - Engineering Design Proposal Action Required: Approval Summary Consistent with recent water supply planning for NE Corcoran, the water supply system will need additional well sites within the service area. As part of the Brockton Industrial development, staff identified a location for a potential municipal well and secured an opportunity to acquire the land with future development phases. Staff recommends completing a test well as part of the due diligence process prior to acquiring the property. Attached is an engineering design proposal from Stantec for consideration. Financial/Budget The project will be funded by the Water Fund. Options Approve the engineering design services proposal from Stantec in the amount of $25,500.00. Decline. Recommendation Approve the engineering design services proposal from Stantec in the amount of $25,500.00. Council Action Consider a motion to approve the engineering design services proposal from Stantec in the amount of $25,500.00. Attachments 1. Test Well 3 Proposal 08042025.pdf 178 July 31, 2025 Kevin Mattson, PE Public Works Director 9100 County Road 19 Corcoran, MN 55340 Dear Kevin: Reference: Test Well #3 Proposal We appreciate the opportunity to present this scope of work to assist with the design and construction for Test Well #3. During the review of the Brockton Industrial Project, the City identified a location for a potential municipal well as the development is within the well search area for the NE Water System. Drilling a test well allows the City to verify the adequacy of the parcel for a municipal well ahead of obtaining the land, which would be included with the second phase of the development. Drilling a test well ahead of obtaining the parcel will allow for the following critical information to be gathered ahead of committing to obtaining the parcel. · Identifying site geology, including depths and thicknesses of formations. · Identifying aquifer vulnerability, providing direction on infiltration potential on site. · Assessing water quality from the aquifer. · Estimating aquifer yield and performance. · Measuring drawdown from other wells (including the production well) to assess aquifer sustainability. · Provides a long term monitoring point to meet anticipated DNR permitting requirements. The following scope of work is provided to assist in the design and construction for the test well. Scope of Work Task 100: Test Well Design Stantec will perform the following tasks as part of the test well design. 1. Plans and Specifications - The test well design and construction requirements will be compiled into a project manual that will serve as the basis for bidding the test well. 2. Bidding and Contracts - Stantec will obtain bids from drilling firms for construction of the test well and recommend a contractor for award. A contract will be executed for the well construction between the City and selected contractor. 3. Permitting. Stantec will coordinate any permitting required for construction and testing of the test well, including MDH permits and any permits for the discharge of test pumping water. 179 August 4, 2025 Kevin Mattson PE Public Works Director Page 2 of 3 Reference: Test Well #3 Proposal Task 200: Test Well Construction and Review Assuming that the City decides to move forward with the construction of the test well after obtaining pricing, the following scope of work will be performed following approval of the selected contractor. 1. Construction Administration. Stantec will periodically visit the construction site to verify that contract requirements are being met and to monitor the drilling the test pumping. Stantec will also review all pay requests to ensure that they are consistent with the contract requirements. 2. Test Well Sampling and Analysis. Stantec will coordinate sampling of the test well and will oversee any testing to ensure that the required data is collected. Stantec will analyze test results to determine the impacts of any findings on the proposed production well. 3. Summary Report. A summary report will be prepared outlining the results of the test drilling and the results from any analytical testing. The report will provide conclusions regarding the findings and make recommendations regarding production well location and design. Fees Engineering totals are as follows: Task Cost Task 100 – Test Well Design $11,500 Task 200 – Test Well Construction and Review $14,000 Total $25,500 Any changes to the project scope or estimated hours to complete the work will be communicated to the City in a timely fashion. Stantec will not proceed with additional services or services outside of the scope of work contained in this letter without approval from the City. Closing We hope this letter defines the of scope work and the estimated fee of services to your satisfaction. Stantec will complete this scope of work according to the Master Services Agreement and previous practices with the City of Corcoran. On behalf of our Stantec team, we thank you for this opportunity to be of service to your community. Regards, Stantec Consulting Services Inc. Steven Hegland PE Sr. Associate Phone: 763.479.4237 Steven.hegland@stantec.com 180 August 4, 2025 Kevin Mattson PE Public Works Director Page 3 of 3 Reference: Test Well #3 Proposal By signing this proposal, City of Corcoran authorizes Stantec to proceed with the services herein described and the work will be completed in accordance with the existing Master Service Agreement. This proposal is accepted and agreed on the ___________ day of _________,_________ . Per: __________________________ _____________________________ _________________________ Print Name & Title Signature 181 STAFF REPORT Agenda Item: 7.a Council Meeting: August 14, 2025 Prepared By: Natalie Davis, Community Development Director Topic: Upward Acres Lot Line Adjustment and Drainage and Utility Easement Vacation Action Required: Approval Summary The applicant, Skies Limit LLC, requests approval of a lot line adjustment along the shared lot line between 9155 Underhill Lane and 9205 Underhill Lane. As part of this request, a drainage and utility (D&U) easement vacation must also be processed in favor of new perimeter easements that follow the new lot line. Staff find that the proposed lot line adjustment satisfies the applicable subdivision and zoning ordinances. The previously established perimeter D&U easements are no longer necessary and should be vacated in favor of newly established perimeter easements as proposed by the applicant. Recommendation Staff recommends approval of the following resolutions: Resolution 2025-81 Approving the Lot Line Adjustment Resolution 2025-82 Approving the Drainage and Utility Easement Vacation Council Action Attachments 1. 2025-08-14 Upward Accres LLA EV.pdf 182 Page 1 of 7 STAFF REPORT City Council Meeting: August 14, 2025 Prepared By: Natalie Davis McKeown Topic: Upward Acres Lot Line Adjustment and Easement Vacation (PID 17-119-23-13-0002 and 17-119-23-12-0004) (City File No. 25-023) Action Required: Decision Review Deadline: September 7, 2025 1. Application Request The applicant, Skies Limit LLC, requests approval of a lot line adjustment along the shared lot line between 9155 Underhill Lane and 9205 Underhill Lane. As part of this request, a drainage and utility (D&U) easement vacation must also be processed in favor of new perimeter easements that follow the new lot line. 2. Background The City approved the final plat for Upward Acres in September 2024; a 6 residential lot subdivision located on County Road 10 and Underhill Lane (west of Bechtold Road). The approved final plat is attached to this report. 3. Context Zoning and Land Use The two existing parcels are located in the Rural Residential (RR) zoning district, and the 2040 Comprehensive Plan designates the properties as Rural/Ag Residential. The properties are not located within the Metropolitan Urban Service Area (MUSA). Surrounding Properties All surrounding properties are located within the RR district, designated as Rural/Ag Residential, and outside of the MUSA. The present land uses on all surrounding properties include single-family residential and agricultural uses. Figure 1 Site Location 183 Page 2 of 7 Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas map indicates a high-quality maple/basswood community on the southern parcel, Parcel B. There is also a wet prairie community adjacent to the maple/basswood community. A wetland delineation was completed for the Upward Acres subdivision in July 2024. The wetland delineation confirmed two wetlands on the northern parcel, Parcel A, and two wetlands on Parcel B. The establishment of wetland buffers and monuments were a requirement of the Upward Acres final plat. Figure 2 2040 Natural Resource Inventory Areas Figure 3 July 2024 Wetland Delineation 184 Page 3 of 7 4. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Subdivision Ordinance, Zoning Ordinance, City Code requirements, and City policies. The City Engineer confirmed the D&U easement vacation will have no impacts on public infrastructure in the memo attached to this report. A. Level of City Discretion in Decision-Making The City’s discretion in approving a lot line adjustment is limited to whether the application meets the standards outlined in the City’s subdivision and zoning ordinances. If the proposed property line adjustment meets these standards, the City must approve the application. If the City approves the lot line adjustment, it should approve the D&U easement vacation with new easements provided based on the newly established lot line and the City’s engineering standards. B. Consistency with Ordinance Standards Lot Line Adjustment The applicant requests to adjust the shared lot boundary between Lot 2, Block 1 of Upward Acres (Parcel A) and Lot 3, Block 1 of Upward Acres (Parcel B). Lot line adjustments are allowed without a formal plat if the standards in Section 926, Subd. 1 of the Subdivision Ordinance are satisfied. Typically, lot line adjustments are approved administratively. However, Section 926, Subd. 4(F) requires lot line adjustments to be approved by City Council when an easement vacation is necessary. Dimensional Requirements A comparison of the RR district standards and the proposed lot dimensions are reflected in the table below. Both lots comply with the minimum size standards. The lot line adjustment will add 0.48 acres to Parcel A. Figure 4 Lot Line Adjustment Survey 185 Page 4 of 7 RR District Minimum Parcel A Parcel B Lot area 2 acres 5.18 acres 29.17 acres Lot width* 200 feet 310.65 feet 200 feet Lot depth 300 feet ~489 feet ~891 feet * As measured at the front lot line. Also referred to as “street frontage.” Structures and Setbacks The minimum setbacks for the RR district are detailed in the table below for reference: Minimum Principal Structure Setback Minimum Accessory Structure Setback Front (All Other Roads) 50 feet 50 feet Side 25 feet 20 feet Rear 25 feet 15 feet The preliminary plat for Upward Acres provided approximate home building pads for both lots and is attached to this report. The anticipated home building pads satisfied the setback standards for the district. There are no constructed structures on either property currently. A building permit for a home was issued in June 2025 for Parcel A (9205 Underhill Lane) which reflected a building pad consistent with the preliminary plat and satisfied all setbacks. The adjusted lot line has no impact on the anticipated building pads. Setbacks for future structures will be reviewed with each building permit. Access Figure 5 9205 Underhill Lane Building Permit Survey 186 Page 5 of 7 Each parcel with continue to have frontage and access on Underhill Lane. The construction of Underhill Lane as a public street was a requirement of the Upward Acres plat. The public improvement is not required due to the lot line adjustment request. Well and Septic The preliminary plat for Upward Acres provided the anticipated location of the septic systems and wells to serve each parcel. The proposed lot line adjustment does not create a conflict with these systems. In fact, the lot line adjustment provides an additional setback of 75’ for the septic system on Parcel A from the new shared lot boundary whereas it was previously shown about 10 feet from the property line. Wetlands A wetland delineation was finalized in July 2024. The wetland buffers and monuments for the two properties were reviewed and approved with the final plat for Upward Acres. The lot line adjustment will require one additional wetland buffer monument where it now crosses the property line. This is a condition of approval. Other than that, no changes are proposed or required at this time to the approved wetland buffer plan for Upward Acres. D&U easements are shown over the wetland and wetland buffers for the residential property and are not a part of the proposed easement vacation. Figure 6 Preliminary Plat (left) versus Lot Line Adjustment (right) Figure 7 Required New Wetland Buffer Monument 187 Page 6 of 7 Development Rights Development rights were exhausted with the Upward Acres subdivision. Since no new lots are being created, additional development rights are not required to process a lot line adjustment. There is no further ability to subdivide either lot, before or after the lot line adjustment. Easement Vacation The final plat for Upward Acres established perimeter D&U easements along the shared lot boundary between Lots 2 and 3. These must be vacated with the approval of the proposed lot line adjustment. New easements based on the new lot line are proposed that comply with City standards. The City Engineering Memo confirmed there are no concerns with vacating the previously established D&U easements. All easement vacations require a public hearing. Figure 8 Easement Area to be Vacated Figure 9 New Perimeter Drainage and Utility Easements 188 Page 7 of 7 Summary Staff find that the proposed lot line adjustment satisfies the applicable subdivision and zoning ordinances. The previously established perimeter D&U easements are no longer necessary and should be vacated in favor of newly established perimeter easements as proposed by the applicant. 5. Recommendation Staff recommends approval of the following resolutions: - Resolution 2025-81 Approving the Lot Line Adjustment - Resolution 2025-82 Approving the Drainage and Utility Easement Vacation Attachments: 1. Resolution 2025-81 Approving the Lot Line Adjustment 2. Resolution 2025-82 Approving the Drainage and Utility Easement Vacation 3. City Engineer Memo Dated July 30, 2025 4. Survey of Lot Line Adjustment 5. Easement Vacation Exhibit 6. Building Permit Survey for 9205 Underhill Lane 7. Upward Acres Preliminary Plat 8. Upward Acres Final Plat 189 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-81 Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING A LOT LINE ADJUSTMENT ON THE PROPERTIES LOCATED AT 9155 UNDERHILL LANE AND 9205 UNDERHILL LANE (PID 17-119-23-13-0002 AND 17-119-23-12-0004) (CITY FILE NO. 25-023) WHEREAS, Skies Limit, LLC (“the applicant”) requests approval of a lot line adjustment between the two properties (“the properties”) described as follows; See Attachment A. WHEREAS, the City Council reviewed the lot line adjustment at a duly called public meeting, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a lot line adjustment subject to the following findings and conditions: 1. The lot line adjustment between the properties is approved, in accordance with the plans and application materials received June 9, 2025, and additional information received June 20, 2025, and July 9, 2025, except as amended by this resolution. 2. Neither property had further development rights to allow for additional subdivision prior to the lot line adjustment. No development rights are required for a lot line adjustment since no new lots are being created. Neither property will have ability to subdivide after the lot line adjustment. 3. The approval is contingent upon the following: a. The survey must be revised to reflect the newly required wetland buffer monument where the buffer now crosses the shared property line. b. Approval of the easement vacation of drainage and utility easements no longer following the perimeter of the lot lines. i. The applicant must comply with the requirements outlined for the easement vacation in Resolution 2025-82. c. In all other aspects, the properties are subject to the development contract and approved plans of Upward Acres. 4. The applicant must complete the following prior to closing out this project, including any potential escrow refund: a. Lot monuments must be installed as required by the Subdivision Ordinance. The installation of the lot monuments according to the approved plan must be certified by a registered land surveyor. 190 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-81 Page 2 of 3 b. The newly required wetland buffer monument must be installed as required by the Zoning Ordinance. The installation of the monument according to the approved plan must be certified by a registered land surveyor. c. Resolution 2025-81 must be recorded at Hennepin County. d. Proof of recording must be submitted to the City. 5. The applicant must file the lot line adjustment at Hennepin County within 2 years of the date of approval or the approval shall expire. 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 14th day of August 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deb Johnson – City Clerk 191 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-81 Page 3 of 3 ATTACHMENT A Existing Property Description: Lots 2 and 3, Block 1, UPWARD ACRES, Hennepin County, Minnesota, according to the recorded plat thereof. 192 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-82 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENTS ON THE PROPERTIES LOCATED AT 9155 UNDERHILL LANE AND 9205 UNDERHILL LANE (PID 17-119-23-13-0002 AND 17-119-23-12-0004) (CITY FILE NO. 25-023) WHEREAS, Skies Limit, LLC (“the applicant”) requests approval of a lot line adjustment between the two properties (“the properties”) described as follows; See Attachment A WHEREAS, the applicant requested vacation of the existing perimeter drainage and utility easements legally described as follows: See Attachment B. WHEREAS, the Corcoran City Council considered this item at a Public Hearing; WHEREAS, notice of the Public Hearing was mailed to all landowners of property directly abutting the area to be vacated and to all utility companies serving the area; WHEREAS, notice of the Public Hearing was published in the official newspaper; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements will be dedicated as part of the lot line adjustment approved in Resolution 2025- 81; and NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the requested easement vacation, subject to the following conditions: 1. Approval of the vacation is contingent upon approval of and compliance with Resolution 2025-81 for the lot line adjustment between the properties. 2. The applicant shall supply the new required drainage and utility easements in recordable form to the City. 3. The applicant must record the following with Hennepin County with the lot line adjustment and provide the City of Corcoran with proof of recording: a. Resolution 2025-82 b. Recordable Drainage and Utility Easements 193 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-82 Page 2 of 4 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 14th day of August 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deb Johnson – City Clerk 194 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-82 Page 3 of 4 ATTACHMENT A Existing Property Description: Lots 2 and 3, Block 1, UPWARD ACRES, Hennepin County, Minnesota, according to the recorded plat thereof. 195 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-82 Page 4 of 4 ATTACHMENT B Easement Vacation Legal Description and Depiction: 196 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763-420-2288 E-mail - general@corcoranmn.gov / Web Site - www.corcoranmn.gov Memo To: Natalie Davis McKeown, Community Development Director From: Kevin Mattson, Public Works Director / City Engineer Date: July 30, 2025 Re: Upward Acres Easement Vacation Summary The vacation of the existing easement for Upward Acres has no impact on City infrastructure. 197 19 8 199 6,7(&23< INSTALL AND MAINTAIN EROSION CONTROL BMP's AS NEEDED REMAINDER OF LOT MUST BE RESTORED OR OTHERWISE MAINTAINED PER CODE. PROVIDE RESTORATION PLAN. SEPTIC SITES MUST BE FENCED OR OTHERWISE PROTECTED PRIOR TO AND DURING CONSTRUCTION. 'HYHORSHU LV UHVSRQVLEOH IRU WKH ZHWODQG EXIIHU SODQWLQJV DQG VKRXOG FRRUGLQDWH DFFHVV ZLWK IXWXUH SURSHUW\ RZQHU V  20 0 UN D E R H I L L LANE 1 2 4 5 6 3 BLOCK 1 CO U N T Y RO A D NO . 1 0 COUNTY NO. 10 ROAD N N Vicinity Map Feet 0 100 200 HOUSE DETAIL N 4-16-24 PRELIMINARY PLATUPWARD ACRES SKIES LIMIT, LLC CORCORAN, MN 24-0103 SHEET NO. OF SHEETS REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN CHECKED DATE: PROJECT NO: Engineers & Land Surveyors, Inc. SSOCIATES 9 West Division StreetBuffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 www.ottoassociates.com 1 4 PRELIMINARY PLAT OF UPWARD ACRES I hereby certify that this survey, plan, or report was prepared by my or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. __________________________________________________ Paul E. Otto License #40062 Date:_________________________ 20 1 1 2 4 56 3 BLOCK 1 CO U N T Y RO A D NO . 1 0 UNDE R H I L L LAN E C.R. DOC. NO. Engineers & Land Surveyors, Inc. SSOCIATES N 2001000 FEET N UPWARD ACRES 20 2 STAFF REPORT Agenda Item: 8.a Council Meeting: August 14, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Assessment Hearing Chisholm Trail Improvements Project Action Required: Approval Summary On May 8th, 2025 a Public Hearing was held for the Chisholm Trail Improvements Project and the City Council approved Resolution 2025 – 40 Ordering Improvements for the Chisholm Trail Improvement Project and Authorize staff to proceed with plans and specifications. On July 24th, 2025 the council approved the call for the Assessment Hearing of the Chisholm Trail Improvements project. The next step in the process is to hold the assessment hearing in which affected property owners can share their concerns about the special assessment. Letters were mailed on July 29th, 2025. The project includes proposed assessments as follows: Proposed assessment: $4,500 ($9,000-$4,500) This amount reflects the 90% of the low range of the benefit per the approved special assessment policy and includes a $4,500 deduction credit per Council direction due to not receiving a "free overlay." Financial/Budget The estimated cost of the project is $368,176.26 with proposed assessments in the amount of $81,000.00. This results in an anticipated $287,176.26 city contribution. That amount as well as the initial coverage of assessments will need to be paid out of the 2025 General Budget Asphalt Maintenance line item and the Pavement Management Fund. A breakdown of each funding source is estimated below: 2025 General Budget Asphalt Maintenance line item: $250,000.00 Special Assessments: $81,000.00 Pavement Management Fund: $37,176.26 (Does not include preliminary design costs) Options 1. Hold the assessment hearing; approve resolution 2025-80 adopting the assessment roll for the Chisholm Trail Street Improvements Project as presented. 2. Hold the assessment hearing; approve resolution 2025-80 adopting the assessment roll for the Chisholm Trail Street Improvements Project with amendments. Recommendation Hold the assessment hearing; approve resolution 2025-80 adopting the assessment roll for the Chisholm Trail Street Improvements Project as presented. Council Action Hold the assessment hearing; consider a motion to approve resolution 2025-80 adopting the assessment 203 roll for the Chisholm Trail Street Improvements Project. Attachments 1. Resolution 2025-80 - Adoption of Assessment Roll - Chisholm Trail_8-12-2025.pdf 2. Chisholm Trail FinalAssessment Roll.pdf 204 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-80 Page 1 of 2 Motion By: Seconded By: RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE CHISHOLM TRAIL STREET IMPROVEMENTS PROJECT WHEREAS, Corcoran provided notice to property owners that the City Council would be considering adoption of the special assessment roll against benefitted properties at a regular meeting to be held on August 14, 2025 for the Chisholm Trail Street Improvements Project; and WHEREAS, pursuant to said notice, a hearing was held on August 14, 2025; that the City Council considered comments from the affected property owners and determined to adopt the special assessment roll as provided to the public. NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Adopting the special assessment roll attached hereto as the official assessment roll for the Chisholm Trail Street Improvements Project. 2) Such assessment is proposed to be payable in equal annual installments extending over a period of 10 years, the first of the installments to be payable with real estate taxes in 2026 and will bear interest at the rate of 4.41% percent per annum from the date of the adoption of the assessment resolution. To the first installment shall be added interest on the entire assessment from the date of the assessment resolution until December 31, 2026. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3) Providing that no interest shall be paid if the entire assessment is paid to the City Clerk prior to certification of the assessment roll to the Hennepin County Auditor. Thereafter, the entire assessment amount remaining unpaid may be paid, together with interest accrued to December 31st of the year in which the payment is made. Such payment must be made before November 15th of any given year or interest will be charged through December 31st of the succeeding year. The right to partially prepay the assessment is not available. 4) The City Clerk shall forthwith transmit a certified duplicate of this assessment to the Hennepin County Auditor to be extended on the property tax lists of the county. Such Assessments shall be collected and paid over in the same manner as other municipal taxes. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean 205 City of Corcoran August 14, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-80 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 14th day of August, 2025. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Deb Johnson – City Clerk 206 Map ID PID PROPERTY ADDRESS TAX PAYER ADDRESS TAXPAYER NAME Roadway Assessment Amount Overlay Credit Total Assessment Amount 1 0911923130005 9723 Chisholm Trail 9723 Chisholm Trail Michael Jamieson/Natalie Jamieson 9,000.00$ (4,500.00)$ 4,500.00$ 2 0911923130006 9735 Chisholm Trail 9735 Chisholm Trail Chad & Amber Kockelman 9,000.00$ (4,500.00)$ 4,500.00$ 3 0911923130007 9801 Chisholm Trail 9801 Chisholm Trail Fritz E Peterson/Jennifer R Peterson 9,000.00$ (4,500.00)$ 4,500.00$ 4 0911923130013 9807 Chisholm Trail 9807 Chisholm Trail Philip & Margaret Kariniemi 9,000.00$ (4,500.00)$ 4,500.00$ 5 0911923130008 9829 Chisholm Trail 9829 Chisholm Trail Lee J Pflug & Rebecca Pflug 9,000.00$ (4,500.00)$ 4,500.00$ 6 0911923120002 9837 Chisholm Trail 1613 Punta Rassa Lane, The Villages, FL, 32163 Edward C & Patricia A Saxton 9,000.00$ (4,500.00)$ 4,500.00$ 7 0911923110011 9901 Chisholm Trail 9901 Chisholm Trail Christopher Rust/Kelly Rust 9,000.00$ (4,500.00)$ 4,500.00$ 8 0911923110012 9915 Chisholm Trail 9915 Chisholm Trail Cassandra Kociemba Gruber/Michael Sean Gruber 9,000.00$ (4,500.00)$ 4,500.00$ 9 0911923140006 9919 Chisholm Trail 9919 Chisholm Trail Donn Schepers 9,000.00$ (4,500.00)$ 4,500.00$ 10 0911923140007 9935 Chisholm Trail 9935 Chisholm Trail Micah L Lother/Katherine L Lother 9,000.00$ (4,500.00)$ 4,500.00$ 11 0911923140008 9947 Chisholm Trail 9947 Chisholm Trail Randall H & Carla C Eckhoff 9,000.00$ (4,500.00)$ 4,500.00$ 12 0911923140009 9940 Chisholm Trail 9940 Chisholm Trail Steven G Eitreim/Heidi J Eitreim 9,000.00$ (4,500.00)$ 4,500.00$ 13 0911923140010 9920 Chisholm Trail 9920 Chisholm Trail Douglas D/Barbara J Nystrom 9,000.00$ (4,500.00)$ 4,500.00$ 14 0911923110013 9900 Chisholm Trail 9900 Chisholm Trail David C Vandusen 9,000.00$ (4,500.00)$ 4,500.00$ 15 0911923140005 9832 Chisholm Trail 9832 Chisholm Trail Warren L & Mamie C Jacobson 9,000.00$ (4,500.00)$ 4,500.00$ 16 0911923130010 9820 Chisholm Trail 9820 Chisholm Trail Hal K & Kristine M Saulsbury 9,000.00$ (4,500.00)$ 4,500.00$ 17 0911923130011 9810 Chisholm Trail 9810 Chisholm Trail Ernest Underwood 9,000.00$ (4,500.00)$ 4,500.00$ 18 0911923140015 21650 Co Rd No 30 21650 Co Rd No 30 Roger L & Janet Hanson 9,000.00$ (4,500.00)$ 4,500.00$ Total Assessment Amount 81,000.00$ Chisholm Trail - Street Improvements Final Assessment Roll 207 STAFF REPORT Agenda Item: 8.b Council Meeting: August 14, 2025 Prepared By: Dwight Klingbeil, Planner Topic: Domino's Mural Discussion Action Required: Summary 1. Background In September 2024, the City Council approved a variance request for Domino’s Pizza, to allow a reduction in the minimum building setback requirements along County Roads. Condition 1f. of the approving resolution required the developer to collaborate with the City of Corcoran to design a vinyl wrap around the outdoor cooler. 2. Previous Engagement In April 2025, the City of Corcoran conducted a community survey to gather input on the design of a public mural over the exterior cooler at Domino’s. The goal of this survey was to ensure that the mural reflects the identity, values, and shared vision of the Corcoran community. A total of 33 responses were collected, providing clear direction for the future design work. The design contest for the mural was open to the public from May 13 – June 15, 2025. This contest was advertised on the City’s website, social media platforms, bulletin boards at City Hall and Heritage Park, and distributed to teachers within the Rockford School District. Despite these efforts, the City did not receive any design submissions. 3. Direction Due to the lack of public participation in the survey, staff does not have design submissions to present from the contest. Staff is now seeking direction from the City Council on how to proceed with the mural project. Staff has identified the following options for consideration: 1. Reopen the design contest for public participation. 2. Differ to a design provided by the developer. 3. Consider a design generated by staff. 4. Provide an alternative direction. Council Action Direction Attachments 1. 3D Rendering of resturant with sample mural.pdf 2. Subject Property.pdf 3. Staff Designs.pdf 208 3D Rendering Example 209 21 0 211 212 213 214 215 216 217 218 STAFF REPORT Agenda Item: 9.a Council Meeting: August 14, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Topic: Tuition Reimbursement Discussion Action Required: Direction Summary One of the benefits currently offered by the City is tuition reimbursement for both full-time and part-time employees. As part of the current review of amendments to the employee handbook and the 2026 budget planning process, staff is seeking direction from the City Council regarding tuition reimbursement. Staff has provided below a list of tuition reimbursement policies from comparable cities, along with the City's current criteria. Questions for Council discussion which staff needs clarification and/or direction: Does the City want part-time employees to remain eligible for tuition reimbursement? Should the City set a maximum dollar amount for tuition reimbursement per employee (i.e, Medina, Minnetrista, Maple Grove)? Should employees receiving tuition reimbursement also be eligible to participate in additional training opportunities (i.e, workshops, conferences)? If part-time employees are eligible for tuition reimbursement, should employees be required to work for the City for a certain period of time before becoming eligible? Council Action Provide staff with direction Attachments 1. Comparable Cities Tuition Reimbursement.pdf 219 Comparable Cities Tuition Reimbursement Corcoran Employee Criteria: • Must be in good standing and employed for at least 1 year Course Criteria: • Taken at an approved educational institution • Directly related to present position, reasonable promotional opportunity in the same field as present position Reimbursement: • Case by case basis with final approval/disapproval provided by City Council • City pays cost of tuition upon successful completion (C or better, or “pass” in a pass/fail course) • Prorated for part time employees • Maximum reimbursement is based on average course cost at the University of Minnesota. Employees may attend a more costly school, provided they pay the difference in cost • Employees must reimburse the City if they voluntarily leave employment within twelve (12) months of receiving tuition reimbursement from the City Rogers Employee Criteria: • Full time employee Course Criteria: • Must be job related courses Reimbursement: • Prior course approval from supervisor or City Administrator • 50% reimbursement for tuition and books, or at a higher rate if approved by Department Head or City Administrator • C or better (copy of transcript must be provided) • Employees must claim or secure reimbursement from another agency or source that would provide total reimbursement of more than 100% Dayton • No Policy • The current council is willing to pay for education, training and tuition but needs to be approved in advance. 220 Medina Employee Criteria: • Must be in good standing • Full-time employee with at least 1 year of service with the City • Regular Part-time employee with at least 5 years of service with the City. Course Criteria: • Courses that are directly related to employee’s present or anticipated responsibilities or to the approved degree program. • Course must be taken at an accredited institution and pursued outside of normal working hours. Reimbursement: • Case by case basis. Department head approves > City Administrator reviews and passes on to City Council for final approval. • Employee must provide letter of intent to Department Head of the intent to begin taking courses at least 30 days prior to course start date. The letter should include courses they desire to take or the degree program they wish to pursue. • The reimbursement will be for tuition, registration fees, and lab fees only. • Max of $2,000 per year. • No reimbursement for coursework that involves “testing out” or for any “competency based” coursework. • If tuition costs exceed $2,000.00 in any given year, the employee would be eligible for reimbursement in subsequent years for approved classes actually taken. This eligibility would continue until the reimbursement for all approved tuition costs is provided. • Employees must show proof of satisfactory completion, C or better, and evidence of the tuition paid to their department head before reimbursement will be made. • Charges for books, supplies, memberships, permits, activity tickets, transportation and any other charges for which the employee receives some item or service other than actual instruction, are not eligible for reimbursement • Employees must report his/her eligibility to receive educational assistance from another agency, if such exists, as no duplicate reimbursements will be made. • If employee leaves employment with the City on a voluntary basis within one year of receiving tuition reimbursement, the City may withdraw the last calendar year’s tuition reimbursement from the employee’s remaining payroll. 221 Minnetrista Employee Criteria: • Full-time employee in good standing, employed with City for at least one year. Couse Criteria: • Directly related to an employee’s current job or to a position to which the employee could be promoted or deemed beneficial to the employee’s performance • Courses offered by an institution approved by the Department Head or City Administrator • Coursework is completed in a manner that doesn’t conflict with established work schedule Reimbursement: • Approved by Department Head and City administrator on a case- by-case basis provided expenses have been budgeted for. • Max of $2,500 per year. • Proof of successful completion. Passing grade of “C”. Where grades are not provided the employee and Department Head will agree to a standard to measure completion. • If an employee terminates with the City less than one year after receiving tuition reimbursement, the employee is required to pay back 100% of the money received. Orono Employee Criteria: • Full time employee (part time employee receives pro-rated reimbursement) in good standing, employed for at least 1 year Course Criteria: • Approved educational institution • Must be directly related to present position or a reasonable promotion in the same field. • Education must be aimed at completion of certificate, undergraduate or graduate program. Reimbursement: • Must complete course with a “C” or better, or “pass in a pass/fail course • Employees must reimburse City if they voluntarily leave within 12 months of receiving reimbursement. • Subject to funding availability. 222 Wayzata Employee Criteria: • Regular Employee Course Criteria: • Must be job related as determined by the Department Head and City Manager at an accredited educational institution. • Must benefit the City • Courses should be taken outside of work hours. When unavoidable courses may be taken during the workday with prior approval from department head. Reimbursement: • Completion of additional training or education is not a basis for requesting a salary increase. • Must be approved before employees register for classes • All reimbursements are subject to funding availability. • 50% of the cost of tuition, books, and lab fees. Supplies, transportation, student activity fees, late registration fees, school entrance fees and graduation fees are not eligible for reimbursement. • Must complete course with a “B” or better and present a paid fee statement and transcript. • Reimbursement for classes taken at private institutions shall not exceed the tuition charged by the Minnesota State University system. • Reimbursements are first come, first served. • If an employee leaves the City, any reimbursement for education received during the 24 months prior to leaving must be returned to the City. Maple Grove Employee Criteria: • Full time employee • 1 year of service Course Criteria: • Must be at accredited intuition Reimbursement: • Max of $1,200 per year. If tuition costs exceed $1,200 the employee would be eligible for reimbursement in subsequent years • Reimbursement for tuition, registration fees, and lab fees. 223 STAFF REPORT Agenda Item: 12.a Council Meeting: August 14, 2025 Prepared By: Deb Johnson, City Clerk Topic: 2025 City Council Schedule Action Required: Information Only Council Action Information Only Attachments 1. 2025 City Council Meeting Calendar as of 8.12.25.pdf 224 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 10 225 2 City of Corcoran 2025 City Council Schedule (as of August 12, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. August 15-16, 2025: Corcoran Country Daze (Lions Park) August 17, 2025: Parish Festival + Turkey Dinner (St Thomas) August 23, 2025: Tractor Pull (Lions Park) August 28, 2025 Work Session: Preliminary Budget Discussion August 28, 2025 • Rep Kristin Robbins Update • 2QTR Financial Report • Recycling RFP - Bids September 6, 2025: Demolition Derby (Lions Park) September 11, 2025: Work Session September 11, 2025 • Firearms Ordinance • WHE Easement in City Park • Rush Creek Reserve – Offsite Storm Water Update September 12, 2025: Bark in the Park (Heritage Park) September 25, 2025 Work Session: Grand Opening – Water Treatment Facility September 25, 2025 • Budget Adoption *Set Not to Exceed 2026 Levy) • Maple Grove Connection Charge Payoff October 9, 2025 • Public Hearing – Utilities Assessments • Public Hearing – Planning Project Escrow October 23, 2025: Work Session Community Development/Public Works/Enterprise Budgets October 23, 2025 • Long-term Financial Plan (Northland) • Set Fee Schedule Resolution designating 2026 Polling locations November 13, 2025: Work Session Administration and Public Safety Budgets November 13, 2025 November 24, 2025* (NOTE: Monday) December 11, 2025 • Truth in Taxation - 2026 Levy 226