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2025-06-12 City Council Agenda Packet
1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to June 12, 2025 c.Approval of Temporary Liquor License - Hamel Rodeo d.Approval of Temporary Liquor License for St. Thomas the Apostle Church e.Information Technology (IT) Update f.Stieg Road Improvements- Pay Request 8 g.Water Treatment Plant- Pay Request 25 h.Water Tower- Pay Request 25 7.Planning a.Corcoran Crossroads Liquor Store Concept Plan b.Larkin Road Subdivision Planned Unit Development Concept Plan (City File No. 25-018) c.Heather Meadows 3rd Addition OS&P Final Plat Revision (City File No. 24-032) 8.Unfinished Business a.City Park Bid Results 9.New Business a.Hennepin County - CSAH 19 & CR 117 Intersection Improvements b.Horseshoe Trail Street Improvements 10.Staff Reports 11.Council Reports 12.City Council Schedule a.2025 City Council Schedule 13.Adjournment Corcoran City Council - Regular Session Agenda June 12, 2025 7:00 PM *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. 1 STAFF REPORT Agenda Item: 6.a Council Meeting: June 12, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: Approval of Minutes Action Required: Approval Recommendation Approve May 22, 2025 City Council Meeting Minutes Council Action Approve May 22, 2025 City Council Meeting Minutes Attachments 1. 2025-05-22 DRAFT Council Minutes.docx 2 City of Corcoran City Council Minutes May 22, 2025, 7pm 1 The Corcoran City Council met on May 22, 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: Acting City Administrator Gottschalk, City Clerk Johnson, Community Development Director Davis McKeown, Planner Klingbeil, 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 Acting City Administrator Gottschalk stated that consent item 6o resolution was revised. MOTION: made by Vehrenkamp, seconded by Nichols to approve the agenda as amended. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 4. Presentations - None 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. Acting City Administrator Gottschalk explained the instructions to participate in the public comment opportunity. Matt Sumers, 7485 Fir Lane, addressed the Council regarding safety concerns with construction of the Fairway Shores Development, road wear and tear, and the easement at the Chastek family farm. Randy Baudler, 9259 Foxline Drive, addressed the Council regarding dirt road maintenance. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved May 8, 2025 Work Session Minutes and City Council Minutes. b. Financial Claims Action – Approved Financial Claims for May 22, 2025. c. First Quarter Financial Report - Abdo Action – Informational Only. d. Resolution 2025-49 Appointment of Vacant Positions Action – Adopted Resolution 2025-49 Approving Appointment of Vacant Positions. e. 2025-2026 Liquor License Renewals Action – Adopted Resolution 2025-48 Approving the Renewal of Liquor Licenses in the City of Corcoran. f. 2025-2026 Tobacco License Renewals Action – Adopted Resolution 2025-50 Approving Tobacco License Renewals in the City of Corcoran. g. 2025 Corcoran Lions Waiver Request for Amplified Sound Action – Approved to Authorize a Waiver for Amplified Sound until 12:00 A.M. on Saturday, May 31, 2025, Saturday, August 23, 2025, and September 6, 2025. h. 2025 Hamel Rodeo Waiver Request for Amplified Sound 3 City of Corcoran City Council Minutes May 22, 2025, 7pm 2 Action- Approved to Authorize a Waiver for Amplified Sound until 12:00 A.M. on Thursday, July 10, 2025, Friday, July 11, 2025, Saturday, July 12, 2025, and Sunday, July 13,2025. i. 2025 Corcoran Country Daze Waiver Request for Amplified Sound Action – Approved to Authorize a Waiver for Amplified Sound until 12:00 A.M. on Friday August 15, 2025 and Saturday, August 16, 2025. j. Heather Meadows 3rd Addition Development Contract Assignment Action – Adopt Resolution 2025-57 Approving Consenting to the Assignment of the Heather Meadows 3rd Addition Development Contract to JPB Land, LLC. k. City Park Remaster Site Plan and Variance (City File No 25-015) Action – Adopted Resolution 2025-55 Approving the Site Plan and Adopting Resolution 2025-56 Approving Two Variances: Allowing a 0” Building Side Setback and Waiver of the Buffer Yard Requirement. l. Kariniemi Acres 2nd Addition (City File 25-011) Action – Adopted Resolution 2025-46 Approving the Preliminary Plat and Variance for Kariniemi Acres 2nd Addition and Adopted Resolution 2025-47 Approving the Final Plat for Kariniemi Acres 2nd Addition. m. Fairway Shores Villas at Cook Lake Final Plat and Final PUD Plan (City File 25-010) Action – Adopted Resolution 2025-58 Approving the Final PUD Plan and Resolution 2025-59 Approving the Final Plat and Development Contract. n. Site Plan and Variances for St. Thomas the Apostle Catholic Church at 20020 County Road 10 (PID 23-119-23-44-0015) (city file no. 24-045) Action – Adopted Resolution 2025-52 Approving the Site Plan and Two Variances, as Recommended by Planning Commission. o. Final Plat for Brockton Lane Business Park (PID 01-119-23-11-0001) (City file 25-019) Action – Adopted Resolution 2025-51 Approving the Final Plat and Development Contract. p. Early Site Grading Work Agreement – Fairway Shores Action – Approved the Authorization of Staff to Execute a Final Version of the Early Site Grading Work Agreement Contingent upon the Specified Conditions for the Fairway Shores Development. q. Construction Material Testing Quotes Hunters Ridge Turn Lanes Action – Approved the Authorization of Staff to Award the Contract for Construction Material Testing to Haugo Geotechnical in the Amount of $6,694.00. r. Present Bid Results Corcoran Storage II Turn Lane Improvements Action – Approved the Authorization of Staff to Award the Contract to T. Scherber Demolition and Excavating, LLC in the Amount of $111,327.50 and Awarding Construction Administration Services on the Project to Stantec in the Amount of $14,000.00. MOTION: made by Nichols, seconded by Vehrenkamp to approve consent agenda items 6a-6r. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 7. Planning a. New Mahavan Temple Site Plan & Conditional Use Permit (City File 25-009) Mandy Anderson, 21155 County Road 10, addressed the Council in opposition to New Mahavan Temple. Katherine Drivas, 6747 Old Sturbridge Road, addressed the Council in favor of the New Mahavan Temple. Winstead Kirkpatrick, 21420 County Road 10, addressed the Council in opposition to the New Mahavan Temple. 4 City of Corcoran City Council Minutes May 22, 2025, 7pm 3 Richard Harvey, 8850 Trail Haven Road, addressed the Council in opposition to the New Mahavan Temple. Manoj Prasad, 19359 Penny Royal Court, addressed the Council in favor of the New Mahavan Temple. Swaraj Mukherjee, 6660 Carriage Way, addressed the Council in favor of the New Mahavan Temple Jason Woody, 21040 County Road, address the Council in opposition to the New Mahavan Temple. Planner Klingbeil gave staff report to Council. Kirti Agrawal, Applicant, addressed the Council and answered questions. Samuel Diehl, Attorney, Cross/Castle, addressed the Council on behalf of the applicant. Sara Harvey, 8850 Trail Haven Road, addressed the Council with concerns about the proposed project. MOTION: made by Nichols, seconded by McKee to amend Resolution 2025-45 to include limiting lights on the building to only what is needed for function and to be set on a timer or motion-based sensor. Voting Aye: McKee, Lanterman, and Nichols Nay: Vehrenkamp Abstain: Friedrich (Motion carries: 3:1:1) MOTION: made by McKee, seconded by Nichols friendly amendment to Resolution 2025-45 to add maintaining compliance with the MPCA noise standards and provide reasonable access to the temple to city staff for compliance if complaints are received. Voting aye: McKee, Nichols, and Friedrich Nay: Lanterman and Vehrenkamp (Motion carries: 3:2) MOTION: made by Friedrich, seconded by Nichols to amend Resolution 2025-45 adding language to include mitigation for parking lot and adding regular compliance checks. Voting aye: McKee, Friedrich, Lanterman, and Nichols Nay: Vehrenkamp (Motion carries: 4:1) MOTION: made by Nichols, seconded by McKee to adopt Resolution 2025-45 as amended. Voting aye: McKee and Nichols Nay: Friedrich, Lanterman, and Vehrenkamp (Motion fails: 2:3) MOTION: made by Vehrenkamp, seconded by Lanterman to direct staff to draft and bring back an amended Resolution denying New Mahavan Temple Site Plan & Conditional Use Plan that sites safety, noise, and architectural concerns – Motion was withdrawn. MOTION: made by McKee, seconded by Nichols to amend Resolution 2025-45 to add a conditional sound testing requirement. Voting aye: McKee, Friedrich, Lanterman, and Nichols Nay: Vehrenkamp (Motion carries: 4:1) MOTION: made by Nichols, seconded by McKee to adopt Resolution 2025-45 approving New Mahavan Temple Site Plan and Conditional Use Permit. Voting aye: McKee, Friedrich, Lanterman, and Nichols Nay: Vehrenkamp (Motion carries: 4:1) Mayor McKee paused the meeting for a short recess at 9:25 pm. Mayor McKee called the meeting back to order at 9:32 pm b. Chastek Family Farm Rezoning and Preliminary Plat (City File No. 25-001) 5 City of Corcoran City Council Minutes May 22, 2025, 7pm 4 Steve Mueller, 7474 Fir Lane, addressed the council and provided comments regarding the two proposed turn lanes. He also stated his concerns of potential road assessments to property owners for the development. Lynn Alberts, 7490 Fir Lane, addressed the council with concerns about damages caused by the developer and suggested that the City add a clause to the development agreement that holds the developer responsible for any damages to neighboring properties during development. Community Development Director McKeown Davis gave staff report. Beth Hustad, Trek Real Estate and Development, applicant, addressed the Council. MOTION: made by McKee, seconded by Nichols to adopt Ordinance 2025-550 Rezoning to RSF-3, Resolution 2025-53 with Findings of Fact to Support the Rezoning to RSF-3, and Resolution 2025-54 Approving the Preliminary Plat with conditions. Voting Aye: McKee, Friedrich, Nichols, Vehrenkamp Voting Nay: Lanterman (Motion carries 4:1) MOTION: made by McKee, seconded by Friedrich to adopt Summary Ordinance 2025-551. Voting Aye: McKee, Friedrich, Nichols, Lanterman, and Vehrenkamp (Motion carries 5:0) 8. Unfinished Business - None 9. New Business - None 10. Staff Reports - None 11. Council Reports 12. City Council Schedule a. 2025 City Council Schedule 13. Adjournment MOTION: made by McKee, seconded by Friedrich to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) Mayor McKee adjourned the meeting at 10:22 p.m. May 22, 2025 Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 6 STAFF REPORT Agenda Item: 6.b Council Meeting: June 12, 2025 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to June 12, 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. 20250612 council.pdf 7 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37135-37170 Financial Claims 05/22/2025 27,791.72$ 27,791.72$ Agenda Item: 6b 1 Council Meeting: 06/12/2025 Prepared By: Reed Kottke, Accountant Check Register Total Expenditures For Approval 8 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37221-37270 Financial Claims 06/02/2025 223,902.82$ 223,902.82$ Agenda Item: 6b 2 Council Meeting: 06/12/2025 Prepared By: Reed Kottke, Accountant Check Register Total Expenditures For Approval 9 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 37271-37350 Financial Claims 06/05/2025 173,775.54$ 173,775.54$ Agenda Item: 6b 3 Council Meeting: 06/12/2025 Prepared By: Reed Kottke, Accountant Check Register Total Expenditures For Approval 10 CLAIMS PENDING COUNCIL APPROVAL Check Range: 37351-37374 Financial Claims 06/12/2025 792,128.21$ 332,074.72$ 1,124,202.93$ Date Vendor Amount Description 5/19/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 33,381.66$ PP10 PENSION CONTRIBUTIONS 5/19/2025 OPTUM FINANCIAL 6,250.27$ PP10 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 5/19/2025 MINNESOTA STATE RETIREMENT SYSTEM 2,761.15$ PP10 DEFERRED COMPENSATION / ROTH CONTRIBUTIONS 5/19/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,145.89$ PP10 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 5/19/2025 OPTUM CLAIM 249.00$ DEPENDENT CARE FSA FUNDING REQUEST 5/19/2025 POSTALIA POSTAGE 300.00$ MAIL METER 5/21/2025 MINNESOTA DEPARTMENT OF REVENUE 152.00$ APRIL FUEL TAX RETURN 5/23/2025 STANDARD INSURANCE COMPANY 3,960.72$ APRIL/MAY LIFE INSURANCE PREMIUMS 5/23/2025 WRIGHT-HENNEPIN ELECTRIC 6,914.49$ APRIL ELECTRIC 5/23/2025 ADP PAYROLL FEES 585.21$ PP10 PAYROLL PROCESSING FEE 5/27/2025 CIGNA 669.28$ APRIL ANCILLARY HEALTH INSURANCE PREMIUMS 5/27/2025 POSTALIA POSTAGE 300.00$ MAIL METER 5/28/2025 THE HARTFORD 2,389.74$ APRIL DISABILITY INSURANCE PREMIUMS 5/29/2025 OPTUM FINANCIAL 6,250.27$ PP11 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 5/29/2025 ADP WAGE PAY 116,925.92$ PP10 NET PAY 5/29/2025 ADP TAX 43,459.66$ PP10 TAX WITHHOLDING 5/30/2025 CENTERPOINT ENERGY 67.82$ APRIL CITY HALL / CITY PARK NATURAL GAS 5/30/2025 REPUBLIC SERVICES 1,853.17$ APRIL STATEMENT REFUSE / RECYCLING 5/30/2025 COMCAST 129.52$ MAY PUBLIC WORKS TELEPHONE 5/30/2025 COMCAST 538.35$ MAY CITY HALL / PUBLIC SAFETY INTERNET 5/30/2025 COMCAST 750.10$ MAY PUBLIC WORKS / WATER TREATMENT PLANT INTERNET 5/30/2025 T-MOBILE 221.66$ MAY UTILITIES CELLULAR 5/30/2025 T-MOBILE 369.68$ MAY PUBLIC WORKS CELLULAR 5/30/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 32,711.03$ PP11 PENSION CONTRIBUTIONS 6/2/2025 XCEL ENERGY 18.69$ MAY ELECTRIC 9820 CO RD 101 6/2/2025 HEALTH PARTNERS 54,785.62$ JUNE HEALTH INSURANCE PREMIUMS 6/2/2025 METLIFE 1,858.94$ JUNE DENTAL INSURANCE PREMIUMS 6/2/2025 MINNESOTA STATE RETIREMENT SYSTEM 2,784.96$ PP11 DEFERRED COMPENSATION / ROTH CONTRIBUTIONS 6/2/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,174.49$ PP11 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 6/3/2025 REPUBLIC SERVICES 1,171.17$ MAY CONTRACT RECYCLING SERVICE 6/3/2025 US BANK EQUIPMENT FINANCE 227.46$ JUNE COPIER LEASE 6/4/2025 XCEL ENERGY 1,426.00$ MAY STATEMENT ELECTRIC 6/4/2025 CENTERPOINT ENERGY 260.80$ MAY PUBLIC WORKS NATURAL GAS 6/4/2025 MEDSURETY 30.00$ JUNE COBRA ADMINISTRATION Total 332,074.72$ Agenda Item: 6b 4 Council Meeting: 06/12/2025 Prepared By: Reed Kottke, Accountant Automatic Deduction / Electronic Fund Transfer / Other Disbursement Check Register Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval 11 BANK CODE: GEN CHECK DATE: 05/22/2025 INVOICE PAY DATE FROM 05/22/2025 TO 05/22/2025 05/22/2025 10:58 AM User: KSIDLA DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date Type: CheckStub 2##0.00 854.02 854.02 LANO EQUIPMENT10923(S)GEN05/22/2025 Type: Paper Check 1124.93 0.00 124.93 ACME TOOLS156037135GEN05/22/2025 1117.81 0.00 117.81 ADAMS PEST CONTROL, INC.98737136GEN05/22/2025 6##1,447.58 67.67 1,515.25 AMAZON CAPITAL SERVICES227037137GEN05/22/2025 1105.70 0.00 105.70 AMELIA FADDEN291437138GEN05/22/2025 22,959.60 0.00 2,959.60 BEAUDRY OIL COMPANY62237139GEN05/22/2025 162.72 0.00 62.72 BROWNELLS, INC.306237140GEN05/22/2025 4347.13 0.00 347.13 CINTAS - 4705637141GEN05/22/2025 12,600.00 0.00 2,600.00 COMPUTER INTEGRATION TECH242737142GEN05/22/2025 2##47.00 12.00 59.00 CULLIGAN BOTTLED WATER219537143GEN05/22/2025 5928.49 0.00 928.49 ECM PUBLISHERS INC201137144GEN05/22/2025 1265.95 0.00 265.95 GOPHER STATE ONE CALL225337145GEN05/22/2025 12.50 0.00 2.50 HENNEPIN COUNTY RECORDER305237146GEN05/22/2025 21,990.62 0.00 1,990.62 HENNEPIN COUNTY INFO TECH9637147GEN05/22/2025 125.00 0.00 25.00 HOLIDAY COMPANIES194037148GEN05/22/2025 1145.25 0.00 145.25 INNOVATIVE BASEMENT AUTHORITYMISC37149GEN05/22/2025 15,297.02 0.00 5,297.02 INTEGRATED PROTECTION SYSTEMS255037150GEN05/22/2025 1850.00 0.00 850.00 INTOXIMETERS, INC.101437151GEN05/22/2025 1148.13 0.00 148.13 ISC COMPANIES INC206737152GEN05/22/2025 11,391.62 0.00 1,391.62 MAXIMUM RECYCLING LLC212437153GEN05/22/2025 2315.53 0.00 315.53 MENARDS MAPLE GROVE16737154GEN05/22/2025 1166.00 0.00 166.00 MIKE NYBO PLUMBING & HTG LLC188337155GEN05/22/2025 1563.04 0.00 563.04 NORDIC AUTO GLASS318837156GEN05/22/2025 1264.00 0.00 264.00 NORTH LIGHT COLOR317537157GEN05/22/2025 1100.00 0.00 100.00 NORTH MEMORIAL115737158GEN05/22/2025 12,250.00 0.00 2,250.00 NORTHWEST CARPET CLEANERS, INC. 187237159GEN05/22/2025 345.68 0.00 45.68 ODP BUSINESS SOLUTIONS, LLC13037160GEN05/22/2025 1178.00 0.00 178.00 PROMOWEAR, INC. 305337161GEN05/22/2025 1204.04 0.00 204.04 RDO EQUIPMENT CO.50137162GEN05/22/2025 1343.98 0.00 343.98 RDO EQUIPMENT CO.50137163GEN05/22/2025 11,500.00 0.00 1,500.00 SETH GELLMANMISC37164GEN05/22/2025 1163.37 0.00 163.37 Shawn LeuerREFUNDBD37165GEN05/22/2025 11,029.90 0.00 1,029.90 SIONICS WEAPON SYSTEMS302937166GEN05/22/2025 1315.00 0.00 315.00 STREICHER'S POLICE EQUIPMENT14837167GEN05/22/2025 154.00 0.00 54.00 WATER LABORATORIES, INC. 305137168GEN05/22/2025 31,399.91 0.00 1,399.91 WESTSIDE WHOLESALE TIRE15637169GEN05/22/2025 142.22 0.00 42.22 ZIEGLER INC22337170GEN05/22/2025 ## Denotes that check has vendor credit applied. Num Stubs: 1Num Checks: 36 Num Invoices: 58 Total Amount: 27,791.72 12 BANK CODE: GEN CHECK DATE: 06/02/2025 INVOICE PAY DATE FROM 05/29/2025 TO 05/29/2025 06/02/2025 08:24 AM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 115.99 0.00 15.99 AARON HEADRICK316937221GEN06/02/2025 111,192.50 0.00 11,192.50 ABDO LLP537222GEN06/02/2025 1112.52 0.00 112.52 ACME TOOLS156037223GEN06/02/2025 1147.79 0.00 147.79 BLANCHAR, PATRICIAREFUNDUB37224GEN06/02/2025 172.19 0.00 72.19 BROWNELLS, INC.306237225GEN06/02/2025 28,656.00 0.00 8,656.00 BS& A SOFTWARE265937226GEN06/02/2025 137.51 0.00 37.51 CINTAS - 4705637227GEN06/02/2025 4322.95 0.00 322.95 CINTAS - 4705637228GEN06/02/2025 4731.25 0.00 731.25 CITY OF CORCORAN281337229GEN06/02/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD37230GEN06/02/2025 163.75 0.00 63.75 CITY OF CORCORANREFUNDBD37231GEN06/02/2025 185.00 0.00 85.00 CITY OF CORCORANREFUNDBD37232GEN06/02/2025 1340.00 0.00 340.00 CITY OF CORCORANREFUNDBD37233GEN06/02/2025 1935.00 0.00 935.00 CITY OF CORCORANREFUNDBD37234GEN06/02/2025 163.75 0.00 63.75 CITY OF CORCORANREFUNDBD37235GEN06/02/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD37236GEN06/02/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37237GEN06/02/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37238GEN06/02/2025 1276.25 0.00 276.25 CITY OF CORCORANREFUNDBD37239GEN06/02/2025 148.75 0.00 48.75 CITY OF CORCORANREFUNDBD37240GEN06/02/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD37241GEN06/02/2025 1486.25 0.00 486.25 CITY OF CORCORANREFUNDBD37242GEN06/02/2025 1871.25 0.00 871.25 CITY OF CORCORANREFUNDBD37243GEN06/02/2025 1366.25 0.00 366.25 CITY OF CORCORANREFUNDBD37244GEN06/02/2025 148.75 0.00 48.75 CITY OF CORCORANREFUNDBD37245GEN06/02/2025 116.25 0.00 16.25 CITY OF CORCORANREFUNDBD37246GEN06/02/2025 27,359.70 0.00 7,359.70 COMPUTER INTEGRATION TECH242737247GEN06/02/2025 111,045.42 0.00 11,045.42 DAYTON POLICE DEPARTMENT156937248GEN06/02/2025 1261.20 0.00 261.20 ECM PUBLISHERS INC201137249GEN06/02/2025 23,043.35 0.00 3,043.35 FERGUSON WATERWORKS #2518190437250GEN06/02/2025 156.13 0.00 56.13 GRAINGER17037251GEN06/02/2025 116,270.00 0.00 16,270.00 HKGI312237252GEN06/02/2025 1136.44 0.00 136.44 INTERNATIONAL SECURITY PRODUCTS210837253GEN06/02/2025 121.45 0.00 21.45 JERRY BERGREFUNDUB37254GEN06/02/2025 16,000.00 0.00 6,000.00 LANO EQUIPMENT10937255GEN06/02/2025 1110.29 0.00 110.29 LAVON GRANNESREFUNDUB37256GEN06/02/2025 174.42 0.00 74.42 MICHELLE REICHERTREFUNDUB37257GEN06/02/2025 12,876.92 0.00 2,876.92 CITY OF MINNETRISTA34437258GEN06/02/2025 110.38 0.00 10.38 NAPA AUTO PARTS - Corcoran12637259GEN06/02/2025 11,506.83 0.00 1,506.83 JESSE OLSON152937260GEN06/02/2025 19.00 0.00 9.00 OPTUM219837261GEN06/02/2025 16,661.33 0.00 6,661.33 ORONO POLICE DEPARTMENT252837262GEN06/02/2025 11,500.00 0.00 1,500.00 PROSSER PUBLIC ADVISORS LLC321237263GEN06/02/2025 110,139.71 0.00 10,139.71 ROGERS POLICE DEPARTMENT45337264GEN06/02/2025 13 BANK CODE: GEN CHECK DATE: 06/02/2025 INVOICE PAY DATE FROM 05/29/2025 TO 05/29/2025 06/02/2025 08:24 AM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 12,213.19 0.00 2,213.19 SOUTH LAKE MINNETONKA PD174937265GEN06/02/2025 44116,116.17 0.00 116,116.17 STANTEC CONSULTING SERVICES170837266GEN06/02/2025 1742.50 0.00 742.50 STERLING TROPHY INC321137267GEN06/02/2025 1701.92 0.00 701.92 SUPERIOR FORD25837268GEN06/02/2025 15,806.96 0.00 5,806.96 ULINE177037269GEN06/02/2025 16,179.56 0.00 6,179.56 WEST HENNEPIN PUBLIC SAFETY102537270GEN06/02/2025 Num Stubs: 0Num Checks: 50 Num Invoices: 102 Total Amount: 223,902.82 14 BANK CODE: GEN CHECK DATE: 06/05/2025 INVOICE PAY DATE FROM 06/05/2025 TO 06/05/2025 06/05/2025 01:14 PM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 2##8.10 35.88 43.98 ACME TOOLS156037271GEN06/05/2025 194.93 0.00 94.93 ACME TOOLS156037272GEN06/05/2025 7##782.98 7.69 790.67 AMAZON CAPITAL SERVICES227037273GEN06/05/2025 1208.63 0.00 208.63 AUTOZONE290337274GEN06/05/2025 23,029.78 0.00 3,029.78 BEAUDRY OIL COMPANY62237275GEN06/05/2025 514,020.35 0.00 14,020.35 BLACKFIRE CREATIVE236137276GEN06/05/2025 1214.99 0.00 214.99 BRANDON MAURERMISC37277GEN06/05/2025 82,138.75 0.00 2,138.75 CARSON, CLELLAND & SCHREDER5337278GEN06/05/2025 110,262.00 0.00 10,262.00 CARSON, CLELLAND, & SCHREDER5337279GEN06/05/2025 4318.05 0.00 318.05 CINTAS - 4705637280GEN06/05/2025 285,010.00 0.00 5,010.00 CITY OF CORCORAN281337281GEN06/05/2025 165.00 0.00 65.00 CITY OF CORCORANREFUNDBD37282GEN06/05/2025 197.50 0.00 97.50 CITY OF CORCORANREFUNDBD37283GEN06/05/2025 165.00 0.00 65.00 CITY OF CORCORANREFUNDBD37284GEN06/05/2025 1160.00 0.00 160.00 CITY OF CORCORANREFUNDBD37285GEN06/05/2025 1176.25 0.00 176.25 CITY OF CORCORANREFUNDBD37286GEN06/05/2025 1615.00 0.00 615.00 CITY OF CORCORANREFUNDBD37287GEN06/05/2025 175.00 0.00 75.00 CITY OF CORCORANREFUNDBD37288GEN06/05/2025 116.25 0.00 16.25 CITY OF CORCORANREFUNDBD37289GEN06/05/2025 186.25 0.00 86.25 CITY OF CORCORANREFUNDBD37290GEN06/05/2025 197.50 0.00 97.50 CITY OF CORCORANREFUNDBD37291GEN06/05/2025 132.50 0.00 32.50 CITY OF CORCORANREFUNDBD37292GEN06/05/2025 181.25 0.00 81.25 CITY OF CORCORANREFUNDBD37293GEN06/05/2025 12,422.50 0.00 2,422.50 CITY OF CORCORANREFUNDBD37294GEN06/05/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37295GEN06/05/2025 1233.75 0.00 233.75 CITY OF CORCORANREFUNDBD37296GEN06/05/2025 1127.50 0.00 127.50 CITY OF CORCORANREFUNDBD37297GEN06/05/2025 1297.50 0.00 297.50 CITY OF CORCORANREFUNDBD37298GEN06/05/2025 185.00 0.00 85.00 CITY OF CORCORANREFUNDBD37299GEN06/05/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37300GEN06/05/2025 185.00 0.00 85.00 CITY OF CORCORANREFUNDBD37301GEN06/05/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37302GEN06/05/2025 1117.50 0.00 117.50 CITY OF CORCORANREFUNDBD37303GEN06/05/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37304GEN06/05/2025 132.50 0.00 32.50 CITY OF CORCORANREFUNDBD37305GEN06/05/2025 116.25 0.00 16.25 CITY OF CORCORANREFUNDBD37306GEN06/05/2025 1617.50 0.00 617.50 CITY OF CORCORANREFUNDBD37307GEN06/05/2025 1308.75 0.00 308.75 CITY OF CORCORANREFUNDBD37308GEN06/05/2025 1607.50 0.00 607.50 CITY OF CORCORANREFUNDBD37309GEN06/05/2025 1347.10 0.00 347.10 CITY OF CORCORANREFUNDBD37310GEN06/05/2025 142.50 0.00 42.50 CITY OF CORCORANREFUNDBD37311GEN06/05/2025 11,083.75 0.00 1,083.75 CITY OF CORCORANREFUNDBD37312GEN06/05/2025 1170.00 0.00 170.00 CITY OF CORCORANREFUNDBD37313GEN06/05/2025 1170.00 0.00 170.00 CITY OF CORCORANREFUNDBD37314GEN06/05/2025 15 BANK CODE: GEN CHECK DATE: 06/05/2025 INVOICE PAY DATE FROM 06/05/2025 TO 06/05/2025 06/05/2025 01:14 PM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1935.00 0.00 935.00 CITY OF CORCORANREFUNDBD37315GEN06/05/2025 1255.00 0.00 255.00 CITY OF CORCORANREFUNDBD37316GEN06/05/2025 121.25 0.00 21.25 CITY OF CORCORANREFUNDBD37317GEN06/05/2025 163.75 0.00 63.75 CITY OF CORCORANREFUNDBD37318GEN06/05/2025 1106.25 0.00 106.25 CITY OF CORCORANREFUNDBD37319GEN06/05/2025 12,600.00 0.00 2,600.00 COMPUTER INTEGRATION TECH242737320GEN06/05/2025 13,000.00 0.00 3,000.00 E D Kvam & A L KvamREFUNDBD37321GEN06/05/2025 19,000.00 0.00 9,000.00 E D Kvam & A L KvamREFUNDBD37322GEN06/05/2025 13,225.00 0.00 3,225.00 ESS BROTHERS & SONS INC.44737323GEN06/05/2025 2106.73 0.00 106.73 FACTORY MOTOR PARTS320737324GEN06/05/2025 119,900.00 0.00 19,900.00 FARM-RITE EQUIPMENT INC.230337325GEN06/05/2025 1167.18 0.00 167.18 GALLS, LLC22637326GEN06/05/2025 1375.00 0.00 375.00 HANOVER YOUTH BALL246937327GEN06/05/2025 120.00 0.00 20.00 HOLIDAY COMPANIES194037328GEN06/05/2025 13,000.00 0.00 3,000.00 JPC Custom HomesREFUNDBD37329GEN06/05/2025 19,000.00 0.00 9,000.00 KUTAK ROCK LLP321537330GEN06/05/2025 259,451.00 0.00 9,451.00 LANDFORM PROFESSIONAL SERVICES21137331GEN06/05/2025 1140.00 0.00 140.00 MARIE RIDGEWAY LICSW, LLC256137332GEN06/05/2025 11,010.74 0.00 1,010.74 MARTIN MARIETTA MATERIALS24237333GEN06/05/2025 361.72 0.00 61.72 MENARDS MAPLE GROVE16737334GEN06/05/2025 14,182.00 0.00 4,182.00 MN DEPARTMENT OF HEALTH117537335GEN06/05/2025 355.46 0.00 55.46 NAPA AUTO PARTS - Corcoran12637336GEN06/05/2025 21,580.00 0.00 1,580.00 NUTRIEN AG SOLUTIONS, INC.246637337GEN06/05/2025 116.59 0.00 16.59 ODP BUSINESS SOLUTIONS, LLC13037338GEN06/05/2025 112,226.69 0.00 12,226.69 POWER LODGE321637339GEN06/05/2025 1202.19 0.00 202.19 PRIME ADVERTISING AND DESIGN INC321037340GEN06/05/2025 154.00 0.00 54.00 RUSSELL SECURITY RESOURCE INC218037341GEN06/05/2025 2643,346.19 0.00 43,346.19 STANTEC CONSULTING SERVICES170837342GEN06/05/2025 198.00 0.00 98.00 SUBURBAN TIRE WHOLESALE INC27637343GEN06/05/2025 1457.92 0.00 457.92 TEAMSTER LOCAL 320158837344GEN06/05/2025 175.00 0.00 75.00 TRANSUNION RISK & ALTERNATIVE222037345GEN06/05/2025 11,020.00 0.00 1,020.00 ULTIMATE CLEANERS LLC266337346GEN06/05/2025 12,454.00 0.00 2,454.00 VEIT DISPOSAL SYSTEMS28837347GEN06/05/2025 2413.67 0.00 413.67 WESTSIDE WHOLESALE TIRE15637348GEN06/05/2025 1391.00 0.00 391.00 WRUCK SEWER & PORTABLE RENTAL295637349GEN06/05/2025 1258.55 0.00 258.55 ZEP SALES & SERVICE17637350GEN06/05/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 80 Num Invoices: 185 Total Amount: 173,775.54 16 BANK CODE: GEN CHECK DATE: 06/12/2025 INVOICE PAY DATE FROM 06/12/2025 TO 06/12/2025 06/05/2025 02:43 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 51,246.49 0.00 1,246.49 CINTAS - 4705637351GEN06/12/2025 61,077.37 0.00 1,077.37 CITY OF CORCORAN281337352GEN06/12/2025 11,140.06 0.00 1,140.06 CUMMINS SALES AND SERVICE180737353GEN06/12/2025 3329.12 0.00 329.12 ECM PUBLISHERS INC201137354GEN06/12/2025 131,250.00 0.00 31,250.00 FARM-RITE EQUIPMENT INC.230337355GEN06/12/2025 126,737.84 0.00 26,737.84 FEHN COMPANIES186837356GEN06/12/2025 177,338.54 0.00 77,338.54 FEHN COMPANIES186837357GEN06/12/2025 15.00 0.00 5.00 HENNEPIN COUNTY RECORDER305237358GEN06/12/2025 1961.24 0.00 961.24 METRO SALES INC224537359GEN06/12/2025 146,165.85 0.00 46,165.85 METRO WEST INSPECTION SERVICES11737360GEN06/12/2025 130,613.59 0.00 30,613.59 METROPOLITAN COUNCIL ENVIRO226737361GEN06/12/2025 163,963.90 0.00 63,963.90 METROPOLITAN COUNCIL137537362GEN06/12/2025 2##110.49 58.55 169.04 MIDWEST MACHINERY CO.227537363GEN06/12/2025 158,736.00 0.00 58,736.00 MOTOROLA SOLUTIONS INC133437364GEN06/12/2025 1103,360.00 0.00 103,360.00 PHOENIX FABRICATORS & ERECTORS, LLC308037365GEN06/12/2025 132,331.00 0.00 32,331.00 POWER LODGE321637366GEN06/12/2025 1240.00 0.00 240.00 READY WATT ELECTRIC135037367GEN06/12/2025 1147,517.86 0.00 147,517.86 RICE LAKE CONSTRUCTION GROUP308537368GEN06/12/2025 134,333.42 0.00 34,333.42 SHAW TRUCKING INC296037369GEN06/12/2025 93,929.26 0.00 3,929.26 SITE ONE LANDSCAPE SUPPLY217037370GEN06/12/2025 4129,297.10 0.00 129,297.10 STANTEC CONSULTING SERVICES170837371GEN06/12/2025 1227.57 0.00 227.57 SWANSTON EQUIP CORP.53537372GEN06/12/2025 1841.51 0.00 841.51 TERMINAL SUPPLY CO174237373GEN06/12/2025 1375.00 0.00 375.00 Z SYSTEMS, INC258137374GEN06/12/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 24 Num Invoices: 47 Total Amount: 792,128.21 17 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37135 37135124.93 05/22/2514299685ORDER 25861743-000 CLEAN-UP DAY GLOVESACME TOOLS04/26/25100-43100-50210 124.93 Total For Check 37135 Check 37136 37136117.81 05/22/254107244PREVENTION PLUS SVCS & SUPPLIESADAMS PEST CONTROL, INC.05/05/25100-41900-50401 117.81 Total For Check 37136 Check 37137 37137(67.67)05/22/251FVY-M6Q1-Y3K7 CMADJ TTL INV BY PREVIOUS AMT APPLIEDAMAZON CAPITAL SERVICES05/05/25100-42100-50210 3713744.13 05/22/251JWW-KXH6-YFGXCOMPUTER SUPPLIESAMAZON CAPITAL SERVICES05/05/25100-42100-50220 371376.59 05/22/251K43-9FLC-7Y1WCOMMAND X-LARGE HOOKS, 2 HOOKS, 8 WHITE ADHESIVE STRIPSAMAZON CAPITAL SERVICES05/12/25100-42400-50433 3713737.02 05/22/2519TL-CLNX-3Q7CCLIPBOARD WITH STORAGEAMAZON CAPITAL SERVICES05/06/25100-42400-50433 37137847.99 05/22/251TRT-KCHW-9QPGSQUAD CIP 2025 SUPPLIESAMAZON CAPITAL SERVICES05/06/25435-42100-50550 37137579.52 05/22/251FVY-M6Q1-Y3K7SQUAD CIP 2025 SUPPLIESAMAZON CAPITAL SERVICES05/05/25435-42100-50550 1,447.58 Total For Check 37137 Check 37138 37138105.70 05/22/2520250521MILEAGE REIMBURSEMENT MNLEAP CONF 0.70AMELIA FADDEN05/22/25100-42102-50207 105.70 Total For Check 37138 Check 37139 3713950.14 05/22/252960326CLEAR 91 PREMIUM GASOLINEBEAUDRY OIL COMPANY05/12/25100-41900-50212 371391,537.72 05/22/252960326CLEAR 91 PREMIUM GASOLINEBEAUDRY OIL COMPANY05/12/25100-42100-50212 371391,288.17 05/22/252952673ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY05/02/25100-43100-50212 3713983.57 05/22/252960326CLEAR 91 PREMIUM GASOLINEBEAUDRY OIL COMPANY05/12/25100-43100-50212 2,959.60 Total For Check 37139 Check 37140 3714062.72 05/22/252025412080522SO 3002829014BROWNELLS, INC.05/03/25100-42100-50417 62.72 Total For Check 37140 Check 37141 3714121.14 05/22/254229727070BLACK MATS-CITY HALLCINTAS - 47005/07/25100-41900-50400 3714125.91 05/22/254229727106SUPPLIESCINTAS - 47005/07/25100-43100-50400 3714129.74 05/22/254229727127UNIFORMSCINTAS - 47005/07/25100-43100-50400 37141103.58 05/22/254229727127UNIFORMSCINTAS - 47005/07/25100-43100-50417 37141166.76 05/22/254229727223UNIFORMSCINTAS - 47005/07/25100-43100-50417 347.13 Total For Check 37141 Check 37142 371422,600.00 05/22/25401846MAY 2025 RETAINERCOMPUTER INTEGRATION TECH05/01/25100-41920-50300 2,600.00 Total For Check 37142 Check 37143 3714359.00 05/22/25100X08471505ADMIN EQUIP RENTAL FOR MAY 2025CULLIGAN BOTTLED WATER04/30/25100-41900-50210 37143(12.00)05/22/25114X03028004CREDIT FOR RETURNED BOTTLESCULLIGAN BOTTLED WATER04/30/25100-41900-50210 47.00 Total For Check 37143 Check 37144 37144132.81 05/22/251045554AD 1463976 MAY 8 PH CHISHOLM TRAILECM PUBLISHERS INC04/24/25100-41900-50350 37144162.47 05/22/251045555AD 1465245 ORD# 2025-546ECM PUBLISHERS INC04/24/25100-41900-50350 37144261.20 05/22/251046792AD 1466269 STORAGE II TURN LANESECM PUBLISHERS INC05/01/25100-41900-50350 37144292.86 05/22/251046793AD 1466307 CIT PARK IMPROVE. BIDSECM PUBLISHERS INC05/01/25100-41900-50350 3714479.15 05/22/251046794AD 1466448 FAMILY MEDICAL LEAVE BIDECM PUBLISHERS INC05/01/25100-41900-50350 18 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37144 928.49 Total For Check 37144 Check 37145 37145132.97 05/22/255040317197 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL04/30/25601-49400-50380 37145132.98 05/22/255040317197 BILLABLE TICKETS @ $1.35GOPHER STATE ONE CALL04/30/25602-49450-50380 265.95 Total For Check 37145 Check 37146 371462.50 05/22/251000246321DOCUMENT REVIEW SVCSHENNEPIN COUNTY RECORDER05/06/25101-41910-50300 2.50 Total For Check 37146 Check 37147 371471,641.06 05/22/25100024583604/2025 RADIO FEESHENNEPIN COUNTY INFO TECH05/02/25100-42100-50323 37147349.56 05/22/25100024580704/2025 RADIO FEESHENNEPIN COUNTY INFO TECH05/02/25100-42100-50323 1,990.62 Total For Check 37147 Check 37148 3714810.00 05/22/250034010525003/31/25 - 4/30/25HOLIDAY COMPANIES05/01/25100-42100-50403 371487.50 05/22/250034010525003/31/25 - 4/30/25HOLIDAY COMPANIES05/01/25601-49400-50400 371487.50 05/22/250034010525003/31/25 - 4/30/25HOLIDAY COMPANIES05/01/25602-49450-50400 25.00 Total For Check 37148 Check 37149 37149145.25 05/22/25P25-0292CANCELED PERMIT P25-0292 8825 CAIN ROADINNOVATIVE BASEMENT AUTHORITY05/22/25100-00000-32210 145.25 Total For Check 37149 Check 37150 371505,297.02 05/22/2585146GATE ACCESS CONTROLINTEGRATED PROTECTION SYSTEMS04/15/25401-41900-50300 5,297.02 Total For Check 37150 Check 37151 37151850.00 05/22/25786277INTOXIMETER SUPPLIES/PARTSINTOXIMETERS, INC.04/30/25416-42100-50210 850.00 Total For Check 37151 Check 37152 37152148.13 05/22/2580804838BOLT FLANGE BRG X 10ISC COMPANIES INC04/30/25100-43100-50220 148.13 Total For Check 37152 Check 37153 371531,391.62 05/22/259079CLEAN UP DAY 2025 RECYCLING CHARGESMAXIMUM RECYCLING LLC05/05/25100-43201-50210 1,391.62 Total For Check 37153 Check 37154 37154171.71 05/22/2546757MISC SUPPLIESMENARDS MAPLE GROVE04/29/25100-41900-50210 3715463.84 05/22/2548271MISC SUPPLIESMENARDS MAPLE GROVE04/29/25100-42100-50210 3715479.98 05/22/2546757MISC SUPPLIESMENARDS MAPLE GROVE04/29/25415-45200-50210 315.53 Total For Check 37154 Check 37155 37155166.00 05/22/253303SERVICE CALL-DRINKNG FOUNTAINMIKE NYBO PLUMBING & HTG LLC05/08/25100-41900-50401 166.00 Total For Check 37155 Check 37156 37156563.04 05/22/2524258UNIT 572 - PARTS & LABORNORDIC AUTO GLASS05/15/25100-42100-50403 563.04 Total For Check 37156 19 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37157 37157264.00 05/22/25INV569098SANDWICH BOARDS 4/16/25NORTH LIGHT COLOR04/21/25100-45100-50213 264.00 Total For Check 37157 Check 37158 37158100.00 05/22/2562010EMERGENCY MED RSPNDR REFRESH-GOTTSCHALKNORTH MEMORIAL04/30/25100-42100-50207 100.00 Total For Check 37158 Check 37159 371592,250.00 05/22/2528998CITY HALL CARPET CLEANINGNORTHWEST CARPET CLEANERS, INC. 05/16/25100-41900-50401 2,250.00 Total For Check 37159 Check 37160 3716010.99 05/22/25418479868001PUSH PIN MAGNETSODP BUSINESS SOLUTIONS, LLC04/09/25100-41400-50210 3716025.32 05/22/25422177717001MISC SUPPLIESODP BUSINESS SOLUTIONS, LLC04/30/25100-41900-50200 371609.37 05/22/25422177718001BOWL, PRINTED, EASYODP BUSINESS SOLUTIONS, LLC04/30/25100-41900-50200 45.68 Total For Check 37160 Check 37161 37161178.00 05/22/2516264ASSORTED CLOTHINGPROMOWEAR, INC. 05/01/25100-45100-50417 178.00 Total For Check 37161 Check 37162 37162204.04 05/22/25P0338914ORDER 082542, HOSERDO EQUIPMENT CO.03/27/25100-43100-50220 204.04 Total For Check 37162 Check 37163 37163343.98 05/22/25P1565254ORDER 7119099, 2.6 HP ULTRA STIHLRDO EQUIPMENT CO.04/01/25100-45200-50210 343.98 Total For Check 37163 Check 37164 371641,500.00 05/22/25202505192025 RECRUITMENT AND RETENTION REIMBURSEMENTSETH GELLMAN05/19/25100-41910-50307 1,500.00 Total For Check 37164 Check 37165 37165163.37 05/22/25ER0022ESCROW REFUND WESTSIDE WHOLESALE TIREShawn Leuer05/20/25100-00000-22205 163.37 Total For Check 37165 Check 37166 371661,029.90 05/22/255302PATROL 3, SBR, S/N 5205008904SIONICS WEAPON SYSTEMS04/29/25100-42100-50210 1,029.90 Total For Check 37166 Check 37167 37167315.00 05/22/25I1760800CARRIER, OVERT NASPO HARTNECK 2414-2216STREICHER'S POLICE EQUIPMENT05/07/25100-42100-50417 315.00 Total For Check 37167 Check 37168 3716854.00 05/22/2597466COLIFORM 05/08/25WATER LABORATORIES, INC. 05/08/25601-49400-50300 54.00 Total For Check 37168 Check 37169 3716940.00 05/22/25962975EXPLORER-REPAIR FRONT TIREWESTSIDE WHOLESALE TIRE05/13/25100-42100-50220 3716944.99 05/22/25963000EXPLORER-REPAIR REAR TIREWESTSIDE WHOLESALE TIRE05/13/25100-42100-50220 371691,314.92 05/22/25962773PARTS/LABOR FOR MACK TANKERWESTSIDE WHOLESALE TIRE05/13/25100-43100-50220 1,399.91 Total For Check 37169 20 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37170 3717042.22 05/22/25IN001893200SO04205937 - ELEMENT & OIL FILTER X 2ZIEGLER INC04/25/25100-43100-50220 42.22 Total For Check 37170 Check 37221 3722115.99 06/02/2520250529PHOTO CONTEST SUPPLIESAARON HEADRICK05/29/25100-41900-50210 15.99 Total For Check 37221 Check 37222 3722211,192.50 06/02/25506864APRIL 2025 ACCOUNTING SERVICES 90122FS.ABDO LLP04/30/25100-41500-50300 11,192.50 Total For Check 37222 Check 37223 37223112.52 06/02/2514348947ORDER 25859348-001 MILWAUKEE PARTSACME TOOLS05/07/25100-45200-50210 112.52 Total For Check 37223 Check 37224 37224147.79 06/02/2505/15/2025UB refund for account: 20007410-23603002BLANCHAR, PATRICIA05/15/25601-00000-22200 147.79 Total For Check 37224 Check 37225 3722572.19 06/02/252025412090284SO 3002839610BROWNELLS, INC.05/08/25100-42100-50417 72.19 Total For Check 37225 Check 37226 372261,281.00 06/02/25159785PAS (1/24/25-4/6/25) & MR SVC (5/1/25-5/1/26)BS& A SOFTWARE04/16/25100-41920-50221 372266,724.00 06/02/25158314BS&A SOFTWARE 2/1/25-2/1/26, PERMIT APP 10/3/24-1/23/25BS& A SOFTWARE02/01/25100-41920-50221 37226325.50 06/02/25158314BS&A SOFTWARE 2/1/25-2/1/26, PERMIT APP 10/3/24-1/23/25BS& A SOFTWARE02/01/25601-49400-50220 37226325.50 06/02/25158314BS&A SOFTWARE 2/1/25-2/1/26, PERMIT APP 10/3/24-1/23/25BS& A SOFTWARE02/01/25602-49450-50220 8,656.00 Total For Check 37226 Check 37227 3722737.51 06/02/255268978103PW FIRST AID SUPPLIESCINTAS - 47005/07/25100-43100-50400 37.51 Total For Check 37227 Check 37228 3722821.14 06/02/254230548716BLACK MATS-CITY HALLCINTAS - 47005/14/25100-41900-50400 372285.56 06/02/254230548708SUPPLIES & UNIFORMSCINTAS - 47005/14/25100-43100-50400 3722825.91 06/02/254230548734SUPPLIESCINTAS - 47005/14/25100-43100-50400 37228103.58 06/02/254230548708SUPPLIES & UNIFORMSCINTAS - 47005/14/25100-43100-50417 37228166.76 06/02/254230548720UNIFORMSCINTAS - 47005/14/25100-43100-50417 322.95 Total For Check 37228 Check 37229 3722993.75 06/02/25BP24-0065MAR25CK REQ EDS RUSH CREEK RESERVE 20250331CITY OF CORCORAN05/21/25100-00000-22205 3722975.00 06/02/25BP24-0033MAR25CK REQ EDS WOODLAND HILLS 20250331CITY OF CORCORAN05/21/25100-00000-22205 3722975.00 06/02/25BP25-0021APR25CK REQ EDS WESTSIDE TIRE 20250331CITY OF CORCORAN05/21/25100-00000-22205 37229487.50 06/02/25BP24-0020FEB25CK REQ EDS RUSH CREEK RESERVE 20250228CITY OF CORCORAN05/21/25100-00000-22205 731.25 Total For Check 37229 Check 37230 3723042.50 06/02/25BP22-0029FEB25CK REQ CDD PRO TECH AUTO 20250228CITY OF CORCORAN05/21/25100-00000-22205 42.50 Total For Check 37230 Check 37231 3723163.75 06/02/25BP22-0033FEB25CK REQ CDD THARP ACCESSORY 20250228CITY OF CORCORAN05/21/25100-00000-22205 21 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37231 63.75 Total For Check 37231 Check 37232 3723285.00 06/02/25BP22-0037FEB25CK REQ CDD KEEFE 20250228CITY OF CORCORAN05/21/25100-00000-22205 85.00 Total For Check 37232 Check 37233 37233340.00 06/02/25BP24-0063FEB25CK REQ CDD KWIK TRIP 20250228CITY OF CORCORAN05/21/25100-00000-22205 340.00 Total For Check 37233 Check 37234 37234935.00 06/02/25BP24-0022FEB25CK REQ CDD KWIK TRIP 20250228CITY OF CORCORAN05/21/25100-00000-22205 935.00 Total For Check 37234 Check 37235 3723563.75 06/02/25BENG24-0004FEB25CK REQ CDD HOPE MEADOWS FINAL 20250228CITY OF CORCORAN05/21/25100-00000-22205 63.75 Total For Check 37235 Check 37236 3723642.50 06/02/25BP24-0035FEB25CK REQ CDD NEW MAHAVAN 20280228CITY OF CORCORAN05/21/25100-00000-22205 42.50 Total For Check 37236 Check 37237 3723721.25 06/02/25BP24-0044FEB25CK REQ CDD SLABAUGH 20250228CITY OF CORCORAN05/21/25100-00000-22205 21.25 Total For Check 37237 Check 37238 3723821.25 06/02/25BP24-0060FEB25CK REQ CDD UPWARD ACRES 20250228CITY OF CORCORAN05/21/25100-00000-22205 21.25 Total For Check 37238 Check 37239 37239276.25 06/02/25BP24-0051FEB25CK REQ CDD HEATHER MEADOWS 20250228CITY OF CORCORAN05/21/25100-00000-22205 276.25 Total For Check 37239 Check 37240 3724048.75 06/02/25BP24-0070FEB25CK REQ CDD SHEPARD GARAGE 20250228CITY OF CORCORAN05/21/25100-00000-22205 48.75 Total For Check 37240 Check 37241 3724142.50 06/02/25BP24-0073FEB25CK REQ CDD BROCKTON BUSINESS 20250228CITY OF CORCORAN05/21/25100-00000-22205 42.50 Total For Check 37241 Check 37242 37242486.25 06/02/25BP25-0001FEB25CK REQ CDD SCHMIDS VALLEY 20250228CITY OF CORCORAN05/21/25100-00000-22205 486.25 Total For Check 37242 Check 37243 37243871.25 06/02/25BP25-0002FEB25CK REQ CDD CHASTEK PREPLAT 20250228CITY OF CORCORAN05/21/25100-00000-22205 871.25 Total For Check 37243 Check 37244 37244366.25 06/02/25BP25-0004FEB25CK REQ CDD LOTHER AMENDMENT 20250228CITY OF CORCORAN05/21/25100-00000-22205 366.25 Total For Check 37244 Check 37245 22 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37245 3724548.75 06/02/25BP25-0005FEB25CK REQ CDD SHEPARD GARAGE 20250228CITY OF CORCORAN05/21/25100-00000-22205 48.75 Total For Check 37245 Check 37246 3724616.25 06/02/25BP25-0007FEB25CK REQ CDD TRIDENT RIDGE 20250228CITY OF CORCORAN05/21/25100-00000-22205 16.25 Total For Check 37246 Check 37247 372472,592.00 06/02/25403090JUNE 2025 MNTLY AGRMNTS-PREM SVCS, SIEM, BACKUP SIRISCOMPUTER INTEGRATION TECH04/15/25100-41920-50300 372471,954.10 06/02/25403090JUNE 2025 MNTLY AGRMNTS-PREM SVCS, SIEM, BACKUP SIRISCOMPUTER INTEGRATION TECH04/15/25100-41920-50308 372472,813.60 06/02/25403441CIT M365 DOMESTIC CALLING / TEAMS MAY 2025COMPUTER INTEGRATION TECH05/15/25100-41920-50308 7,359.70 Total For Check 37247 Check 37248 3724811,045.42 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTDAYTON POLICE DEPARTMENT05/29/25100-42100-50435 11,045.42 Total For Check 37248 Check 37249 37249261.20 06/02/251045556AD 1465343 WETLAND 8 STEP PROCESSECM PUBLISHERS INC05/06/25100-41900-50350 261.20 Total For Check 37249 Check 37250 372502,742.15 06/02/250541651-1MACH10 USG PARTSFERGUSON WATERWORKS #251805/05/25601-49400-50227 37250301.20 06/02/2505465641" SWVL ADR COUPSFERGUSON WATERWORKS #251805/05/25601-49400-50227 3,043.35 Total For Check 37250 Check 37251 3725156.13 06/02/259501499835ORDER 838922862GRAINGER05/09/25100-45200-50210 56.13 Total For Check 37251 Check 37252 3725216,270.00 06/02/25023-058-17PARK PLANNING AND DESIGN APRIL 2025HKGI05/15/25415-45200-50300 16,270.00 Total For Check 37252 Check 37253 37253136.44 06/02/25163308TIES 9 GAL - VARIOUSINTERNATIONAL SECURITY PRODUCTS05/05/25100-45200-50221 136.44 Total For Check 37253 Check 37254 3725421.45 06/02/2505/20/2025UB refund for account: 20019403-10360001JERRY BERG05/20/25601-00000-22200 21.45 Total For Check 37254 Check 37255 372556,000.00 06/02/2503-1151217BOB CAT 2024 TRADE-IN / 2025 PURCHASELANO EQUIPMENT05/08/25100-45200-50221 6,000.00 Total For Check 37255 Check 37256 37256110.29 06/02/2505/20/2025UB refund for account: 20007316-23603002LAVON GRANNES05/20/25601-00000-22200 110.29 Total For Check 37256 Check 37257 3725774.42 06/02/2505/20/2025UB refund for account: 20019438-52122001MICHELLE REICHERT05/20/25601-00000-22200 74.42 Total For Check 37257 Check 37258 23 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37258 372582,876.92 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTCITY OF MINNETRISTA05/29/25100-42100-50435 2,876.92 Total For Check 37258 Check 37259 3725910.38 06/02/25601513NCB TAPENAPA AUTO PARTS - Corcoran05/08/25100-43100-50220 10.38 Total For Check 37259 Check 37260 372601,506.83 06/02/2520250516WELLNESS TRAVEL REIMBURSEMENTJESSE OLSON05/29/25100-42100-50307 1,506.83 Total For Check 37260 Check 37261 372619.00 06/02/250001752411FSA MAINTENANCE FEE APRIL 2025OPTUM05/29/25100-41900-50300 9.00 Total For Check 37261 Check 37262 372626,661.33 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTORONO POLICE DEPARTMENT05/29/25100-42100-50435 6,661.33 Total For Check 37262 Check 37263 37263750.00 06/02/2526-134BALANCED DECISION WORKSHOP QTY 2PROSSER PUBLIC ADVISORS LLC05/22/25100-41110-50207 37263750.00 06/02/2526-134BALANCED DECISION WORKSHOP QTY 2PROSSER PUBLIC ADVISORS LLC05/22/25100-41900-50300 1,500.00 Total For Check 37263 Check 37264 3726410,139.71 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTROGERS POLICE DEPARTMENT05/29/25100-42100-50435 10,139.71 Total For Check 37264 Check 37265 372652,213.19 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTSOUTH LAKE MINNETONKA PD05/29/25100-42100-50435 2,213.19 Total For Check 37265 Check 37266 372664,018.15 06/02/252390082BELLWETHER 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205 37266693.75 06/02/252374229CK REQ A&A TREE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372664,020.00 06/02/252374211CK REQ CHASTEK 2 CONCEPT 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266516.25 06/02/252374211-2CK REQ CHASTEK 2 CONCEPT 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266192.53 06/02/252373501CK REQ CORCORAN STORAGE II 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372662,845.31 06/02/252373492CK REQ HOPE COMMUNITY 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266444.05 06/02/252374224CK REQ DOMINOS 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372661,277.75 06/02/252374213CK REQ LOTHER SUBDIVISION 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266156.00 06/02/252374230CK REQ M&J VINEYARD 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266765.35 06/02/252373500CK REQ KWIK TRIP 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266297.70 06/02/252373500-2CK REQ KWIK TRIP 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266156.00 06/02/252374225CK REQ MAHAVAN ECO FARM 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266423.20 06/02/252374227CK REQ OLD FARM RIDGE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266300.64 06/02/252373494CK REQ RED BARN 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266310.00 06/02/252374226CK REQ SCHMIDS HIDDEN VALLEY 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266156.00 06/02/252374210CK REQ SCHUTTE REZONING 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266350.00 06/02/252374228CK REQ SPAETH GARAGE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266331.00 06/02/252373495CK REQ ST THERESE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 3726612,266.70 06/02/252374208CK REQ INDUSTRIAL NE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266356.41 06/02/252373490CK REQ WALCOTT GLENN 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266394.50 06/02/252374207CK REQ WOODLAND HILLS 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266273.50 06/02/252374209CK REQ UPWARD ACRES 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 24 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37266 372663,149.75 06/02/252373489CK REQ RUSH CREEK RESERVE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 3726675.50 06/02/252373489-2CK REQ RUSH CREEK RESERVE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372662,296.46 06/02/252373489-3CK REQ RUSH CREEK RESERVE 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372661,175.50 06/02/252374212CK REQ ST THOMAS 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 372663,150.05 06/02/252374212-2CK REQ ST THOMAS 20250214STANTEC CONSULTING SERVICES05/20/25100-00000-22205 37266752.78 06/02/252390094BECHTOLD FARM 6190 20250328STANTEC CONSULTING SERVICES03/25/25100-00000-22205-013 37266479.58 06/02/252390083COOK LAKE HIGHLANDS 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-017 37266466.78 06/02/252390093KARINIEMI MEADOWS 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-044 3726613,433.36 06/02/252390084TAVERA 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-056 37266896.05 06/02/252390081RAVINIA 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-058 372661,197.15 06/02/252390089AMBERLY 1 2 BELLWETHER 6 7 9 6190 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-087 372662,320.07 06/02/252390119STIEG ROAD IMPROVEMENTS 4864 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-087 37266204.00 06/02/252390105WRIGHT HENNEPIN SUBSTATION IISTANTEC CONSULTING SERVICES05/02/25100-00000-22205-128 372667,155.50 06/02/252390115B002294-20-060 NEW CONSTRUCTION INSPECTION 1715 20250328STANTEC CONSULTING SERVICES05/02/25100-42400-50303 3726613,285.70 06/02/252390113CITY OF CORCORAN 2025 GENERAL 7387 20250328STANTEC CONSULTING SERVICES05/02/25100-43170-50300 37266237.00 06/02/252390113CITY OF CORCORAN 2025 GENERAL 7387 20250328STANTEC CONSULTING SERVICES05/02/25100-43170-50309 3726667.50 06/02/252390116CORCORAN TRAIL IMPROVEMENTS 4153 20250328STANTEC CONSULTING SERVICES05/02/25408-48007-50303 3726667.50 06/02/252390118CITY CENTER DR AND 79TH PLACE 4747 20250328STANTEC CONSULTING SERVICES05/02/25408-48010-50303 37266861.90 06/02/252374244HUNTERS RIDGE FEASIBILITY STUDY 6257 20250214STANTEC CONSULTING SERVICES05/29/25408-48013-50300-402 372663,816.75 06/02/252390112CHISHOLM TRAIL IMPROVEMENTS 7366 20250328STANTEC CONSULTING SERVICES05/02/25408-48013-50303-401 372661,984.05 06/02/252390122NE CORCORAN TRUNK 5275 20250328STANTEC CONSULTING SERVICES05/02/25601-49400-50300 3726611,866.00 06/02/252390121NE CORCORAN WATER TOWER 5274 20250328STANTEC CONSULTING SERVICES05/02/25601-49400-50300 3726610,171.20 06/02/252390114CORCORAN CHLORINE STORAGE PSM PROGRAM 7404 20250328STANTEC CONSULTING SERVICES05/02/25601-49400-50303 372663,057.12 06/02/252390115B002294-20-060 NEW CONSTRUCTION INSPECTION 1715 20250328STANTEC CONSULTING SERVICES05/02/25601-49400-50303 37266347.00 06/02/252390113CITY OF CORCORAN 2025 GENERAL 7387 20250328STANTEC CONSULTING SERVICES05/02/25602-49450-50303 372663,057.13 06/02/252390115B002294-20-060 NEW CONSTRUCTION INSPECTION 1715 20250328STANTEC CONSULTING SERVICES05/02/25602-49450-50303 116,116.17 Total For Check 37266 Check 37267 37267742.50 06/02/2535160COFFEE MUGS-VARIOUSSTERLING TROPHY INC05/06/25201-42100-50210 742.50 Total For Check 37267 Check 37268 37268701.92 06/02/25684504REPAIRS & MAINTENACE - 2019 FORD EXPLORER TAG T9557SUPERIOR FORD05/09/25100-42100-50403 701.92 Total For Check 37268 Check 37269 372692,903.48 06/02/25192518263-2VARIOUS OFFICE FURNITUREULINE05/06/25601-49400-50200 372692,903.48 06/02/25192518263-2VARIOUS OFFICE FURNITUREULINE05/06/25602-49450-50200 5,806.96 Total For Check 37269 Check 37270 372706,179.56 06/02/2520250529SECOND QUARTER TOWARD ZERO DEATH GRANT DISBURSEMENTWEST HENNEPIN PUBLIC SAFETY05/29/25100-42100-50435 6,179.56 Total For Check 37270 Check 37271 3727143.98 06/05/2514391438ORDER 125859348-002 TRENCHING SHOVELACME TOOLS05/15/25100-43201-50210 37271(35.88)06/05/2514449221ORDER 25997956-000 CREDIT FROM INV 14300153ACME TOOLS05/28/25100-45200-50221 8.10 Total For Check 37271 Check 37272 3727294.93 06/05/2514392246ORDER 25861743-001 GLOVESACME TOOLS05/15/25100-45200-50210 94.93 Total For Check 37272 25 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37273 372739.32 06/05/251RCJ-X3FH-PFLJOFFICE SUPPLIESAMAZON CAPITAL SERVICES05/15/25100-41500-50207 3727336.88 06/05/251RCJ-X3FH-PFLJOFFICE SUPPLIESAMAZON CAPITAL SERVICES05/15/25100-41900-50200 37273(7.69)06/05/251TMV-6MQJ-16N1RETURNED SUPPLIES-ORIGINAL INV 1FR7-H4QT-9661AMAZON CAPITAL SERVICES05/28/25100-41900-50210 3727319.97 06/05/251NC9-1CHH-N9GXKITCHEN SUPPLIESAMAZON CAPITAL SERVICES05/13/25100-41900-50210 3727351.64 06/05/251FR7-H4QT-9661SUPPLIESAMAZON CAPITAL SERVICES05/12/25100-41900-50210 3727335.79 06/05/2511Q7-P6KN-KTVPIT SUPPLIESAMAZON CAPITAL SERVICES05/15/25100-41920-50221 3727359.06 06/05/251MFY-MGFJ-R7WMOFFICE SUPPLIESAMAZON CAPITAL SERVICES05/19/25100-42400-50433 37273237.53 06/05/251FJP-RCG1-4P4LUT SUPPLIESAMAZON CAPITAL SERVICES05/29/25601-49400-50200 37273102.95 06/05/2511Q7-P6KN-KTVPIT SUPPLIESAMAZON CAPITAL SERVICES05/15/25601-49400-50210 37273237.53 06/05/251FJP-RCG1-4P4LUT SUPPLIESAMAZON CAPITAL SERVICES05/29/25602-49450-50200 782.98 Total For Check 37273 Check 37274 37274208.63 06/05/2582280155SUPPLIESAUTOZONE04/02/25100-45200-50210 208.63 Total For Check 37274 Check 37275 372751,834.70 06/05/252969545ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY05/29/25100-43100-50212 372751,195.08 06/05/252961845ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY05/14/25100-43100-50212 3,029.78 Total For Check 37275 Check 37276 372762,804.07 06/05/258396PD SQUAD #582 BLUE FORD EXPLORER SQUAD 3/4 WRAPBLACKFIRE CREATIVE05/20/25435-42100-50550 372762,804.07 06/05/258402PD SQUAD #584 BLUE FORD EXPLORER SQUAD 3/4 WRAPBLACKFIRE CREATIVE05/21/25435-42100-50550 372762,804.07 06/05/258400PD SQUAD #580 BLUE FORD EXPLORER SQUAD 3/4 WRAPBLACKFIRE CREATIVE05/21/25435-42100-50550 372762,804.07 06/05/258401PD SQUAD #581 BLUE FORD EXPLORER SQUAD 3/4 WRAPBLACKFIRE CREATIVE05/21/25435-42100-50550 372762,804.07 06/05/258399PD SQUAD #583 BLUE FORD EXPLORER SQUAD 3/4 WRAPBLACKFIRE CREATIVE05/20/25435-42100-50550 14,020.35 Total For Check 37276 Check 37277 37277107.49 06/05/25202506022025 BOOT ALLOWANCEBRANDON MAURER06/02/25601-49400-50210 37277107.50 06/05/25202506022025 BOOT ALLOWANCEBRANDON MAURER06/02/25602-49450-50210 214.99 Total For Check 37277 Check 37278 37278420.50 06/05/257578-2CK REQ BROCKTON 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 37278108.75 06/05/257578-3CK REQ SOLBERG 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 3727836.25 06/05/257578-4CK REQ CHASTEK FARMS 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 37278123.25 06/05/257578-5CK REQ HEATHER MEADOWS 3RD 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 37278688.75 06/05/257578-6CK REQ KEEFE 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 37278181.25 06/05/257578-7CK REQ KWIK TRIP 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 3727836.25 06/05/257578-8CK REQ RUSH CREEK STORM 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 37278543.75 06/05/257578-9CK REQ WOODLAND HILLS 20250430CARSON, CLELLAND & SCHREDER06/03/25100-00000-22205 2,138.75 Total For Check 37278 Check 37279 3727936.25 06/05/257578-1CITY ATTORNEY APRIL 2025CARSON, CLELLAND, & SCHREDER06/05/25100-00000-22205-056 372796,501.75 06/05/257578-1CITY ATTORNEY APRIL 2025CARSON, CLELLAND, & SCHREDER06/05/25100-41600-50300 372793,724.00 06/05/257578-1CITY ATTORNEY APRIL 2025CARSON, CLELLAND, & SCHREDER06/05/25100-42100-50304 10,262.00 Total For Check 37279 Check 37280 3728021.14 06/05/254231910558BLACK MATS-CITY HALLCINTAS - 47005/28/25100-41900-50400 3728025.91 06/05/254231910490SUPPLIESCINTAS - 47005/28/25100-43100-50400 26 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37280 372805.56 06/05/254231910516UNIFORMSCINTAS - 47005/28/25100-43100-50400 3728076.49 06/05/254231910516UNIFORMSCINTAS - 47005/28/25100-43100-50417 37280166.76 06/05/254231910550UNIFORMSCINTAS - 47005/28/25100-43100-50417 3728011.09 06/05/254231910516UNIFORMSCINTAS - 47005/28/25601-49400-50210 3728011.10 06/05/254231910516UNIFORMSCINTAS - 47005/28/25602-49450-50210 318.05 Total For Check 37280 Check 37281 3728165.00 06/05/25BP24-0073MAY25CK REQ ZONING LETTER FEE 10585 CO RD 101CITY OF CORCORAN06/03/25100-00000-22205 3728145.00 06/05/25BP24-0067APR25CK REQ PWD A/A JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281510.25 06/05/25BP24-0073APR25CK REQ PWD BROCKTON JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728174.75 06/05/25BP25-0025APR25CK REQ PWD BROCKTON JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0032APR25CK REQ PWD SOLBERG JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281315.00 06/05/25BP25-0003APR25CK REQ PWD CHASTEK 2 JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728132.50 06/05/25BP25-0008APR25CK REQ PWD CONTINENTAL JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281147.50 06/05/25BP25-0020APR25CK REQ PWD CONTINENTAL JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP23-0028APR25CK REQ PWD STORAGE II JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0051APR25CK REQ PWD HEATHER JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281585.00 06/05/25BENG24-0004APR25CK REQ PWD HOPE MEADOWS JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728145.00 06/05/25BP25-0018APR25CK REQ PWD KARINIEMI JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281180.00 06/05/25BP22-0037APR25CK REQ PWD KEEFE JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0061APR25CK REQ PWD KWIK TRIP JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281135.00 06/05/25BP24-0074APR25CK REQ PWD LOTHER JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0045APR25CK REQ PWD MJ VINEYARD JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP25-0009APR25CK REQ PWD NEW MAHAVAN JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 372811,125.00 06/05/25BP24-0065APR25CK REQ PWD RUSH CREEK JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0012APR25CK REQ PWD RED BARN JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728145.00 06/05/25BP22-0031APR25CK REQ PWD ST THERESE JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281220.00 06/05/25BP25-0017APR25CK REQ PWD ST THOMAS JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281135.00 06/05/25BP24-0060APR25CK REQ PWD UPWARD ACRES JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728145.00 06/05/25BP22-0043APR25CK REQ PWD WALCOTT GLENN JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281135.00 06/05/25BP25-0021APR25-2CK REQ PWD WESTSIDE TIRE JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP24-0033APR25-2CK REQ PWD WOODLAND HILLS JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 3728190.00 06/05/25BP22-0021APR25CK REQ PWD WHE SUB JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281135.00 06/05/25BP24-0033APR25CK REQ PWD WOODLAND HILLS JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 37281225.00 06/05/25BP25-0024APR25CK REQ PWD LARKIN ROAD JAN - APR 2025CITY OF CORCORAN06/03/25100-00000-22205 5,010.00 Total For Check 37281 Check 37282 3728265.00 06/05/25BP25-0007MAR25CK REQ CDD TRIDENT RIDGE 20250331CITY OF CORCORAN06/03/25100-00000-22205 65.00 Total For Check 37282 Check 37283 3728397.50 06/05/25BP25-0005MAR25CK REQ CDD SHEPARD GARAGE 20250331CITY OF CORCORAN06/03/25100-00000-22205 97.50 Total For Check 37283 Check 37284 3728465.00 06/05/25BP25-0001MAR25CK REQ CDD HIDDEN VALLEY 20250331CITY OF CORCORAN06/03/25100-00000-22205 65.00 Total For Check 37284 Check 37285 37285160.00 06/05/25BP25-0003MAR25CK REQ CDD CHASTEK 20250331CITY OF CORCORAN06/03/25100-00000-22205 160.00 Total For Check 37285 27 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 11/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37286 37286176.25 06/05/25BP24-0074MAR25CK REQ CDD LOTHER 20250331CITY OF CORCORAN06/03/25100-00000-22205 176.25 Total For Check 37286 Check 37287 37287615.00 06/05/25BP25-0006MAR25CK REQ CDD COMMERCIAL KENNEL 20250331CITY OF CORCORAN06/03/25100-00000-22205 615.00 Total For Check 37287 Check 37288 3728875.00 06/05/25BP25-0019MAR25CK REQ CDD CROSSROADS LIQUOR 20250331CITY OF CORCORAN06/03/25100-00000-22205 75.00 Total For Check 37288 Check 37289 3728916.25 06/05/25BP24-0070MAR25CK REQ CDD SPAETH 20250331CITY OF CORCORAN06/03/25100-00000-22205 16.25 Total For Check 37289 Check 37290 3729086.25 06/05/25BP25-0009MAR25CK REQ CDD NEW MAHAVAN 20250331CITY OF CORCORAN06/03/25100-00000-22205 86.25 Total For Check 37290 Check 37291 3729197.50 06/05/25BP25-0015MAR25CK REQ CDD NORLING 20250331CITY OF CORCORAN06/03/25100-00000-22205 97.50 Total For Check 37291 Check 37292 3729232.50 06/05/25BP23-0029MAR25CK REQ CDD WOODLAND HILLS 20250331CITY OF CORCORAN06/03/25100-00000-22205 32.50 Total For Check 37292 Check 37293 3729381.25 06/05/25BP24-0032MAR25CK REQ CDD SOLBERG 20250331CITY OF CORCORAN06/03/25100-00000-22205 81.25 Total For Check 37293 Check 37294 372942,422.50 06/05/25BP24-0061MAR25CK REQ CDD KWIK TRIP 20250331CITY OF CORCORAN06/03/25100-00000-22205 2,422.50 Total For Check 37294 Check 37295 3729521.25 06/05/25BP24-0044MAR25CK REQ CDD SLABAUGH 20250331CITY OF CORCORAN06/03/25100-00000-22205 21.25 Total For Check 37295 Check 37296 37296233.75 06/05/25BP22-0014MAR25CK REQ CDD HEATHER MEADOWS 20250331CITY OF CORCORAN06/03/25100-00000-22205 233.75 Total For Check 37296 Check 37297 37297127.50 06/05/25BENG24-0004MAR25CK REQ CDD HOPE MEADOWS 20250331CITY OF CORCORAN06/03/25100-00000-22205 127.50 Total For Check 37297 Check 37298 37298297.50 06/05/25BP22-0037MAR25CK REQ CDD KEEFE 20250331CITY OF CORCORAN06/03/25100-00000-22205 297.50 Total For Check 37298 Check 37299 3729985.00 06/05/25BP25-0008MAR25CK REQ CDD CONTINENTAL 20250331CITY OF CORCORAN06/03/25100-00000-22205 85.00 Total For Check 37299 28 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 12/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37300 3730021.25 06/05/25BP24-0060MAR25CK REQ CDD UPWARD ACRES 20250331CITY OF CORCORAN06/03/25100-00000-22205 21.25 Total For Check 37300 Check 37301 3730185.00 06/05/25BP24-0011MAR25CK REQ CDD FAIRWAY SHORES 20250331CITY OF CORCORAN06/03/25100-00000-22205 85.00 Total For Check 37301 Check 37302 3730221.25 06/05/25BP24-0052MAR25CK REQ CDD NE INDUSTRIAL 20250331CITY OF CORCORAN06/03/25100-00000-22205 21.25 Total For Check 37302 Check 37303 37303117.50 06/05/25BP25-0018MAR25CK REQ CDD KARINIEMI 20250331CITY OF CORCORAN06/03/25100-00000-22205 117.50 Total For Check 37303 Check 37304 3730421.25 06/05/25BP25-0001MAR25-2CK REQ CDD SCHMIDS 20250331CITY OF CORCORAN06/03/25100-00000-22205 21.25 Total For Check 37304 Check 37305 3730532.50 06/05/25BP25-0006APR25CK REQ CDD COMMERCIAL KENNEL 20250430CITY OF CORCORAN06/03/25100-00000-22205 32.50 Total For Check 37305 Check 37306 3730616.25 06/05/25BP25-0019APR25CK REQ CDD CROSSROADS 20250430CITY OF CORCORAN06/03/25100-00000-22205 16.25 Total For Check 37306 Check 37307 37307617.50 06/05/25BP25-0009APR25CK REQ CDD NEW MAHAVAN 20250430CITY OF CORCORAN06/03/25100-00000-22205 617.50 Total For Check 37307 Check 37308 37308308.75 06/05/25BP25-0018APR25CK REQ CDD KARINIEMI ACRES 20250430CITY OF CORCORAN06/03/25100-00000-22205 308.75 Total For Check 37308 Check 37309 37309607.50 06/05/25BP24-0032APR25CK REQ CDD CAMP SOLBERG 20250430CITY OF CORCORAN06/03/25100-00000-22205 607.50 Total For Check 37309 Check 37310 37310347.10 06/05/25BP22-0037APR25CK REQ CDD KEEFE 20250430CITY OF CORCORAN06/03/25100-00000-22205 347.10 Total For Check 37310 Check 37311 3731142.50 06/05/25BP25-0025APR25CK REQ CDD BROCKTON BUSINESS 20250430CITY OF CORCORAN06/03/25100-00000-22205 42.50 Total For Check 37311 Check 37312 373121,083.75 06/05/25BP25-0020APR25CK REQ CDD CONTINENTAL CONCEPT 20250430CITY OF CORCORAN06/03/25100-00000-22205 1,083.75 Total For Check 37312 Check 37313 37313170.00 06/05/25BP25-0012APR25CK REQ CDD FAIRWAY SHORES 20250430CITY OF CORCORAN06/03/25100-00000-22205 170.00 Total For Check 37313 29 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 13/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37314 37314170.00 06/05/25BENG25-0003APR25CK REQ CDD WOODLAND HILLS 20250430CITY OF CORCORAN06/03/25100-00000-22205 170.00 Total For Check 37314 Check 37315 37315935.00 06/05/25BP24-0061APR25CK REQ CDD KWIK TRIP 20250430CITY OF CORCORAN06/03/25100-00000-22205 935.00 Total For Check 37315 Check 37316 37316255.00 06/05/25BP22-0014APR25CK REQ CDD HEATHER MEADOWS 20250430CITY OF CORCORAN06/03/25100-00000-22205 255.00 Total For Check 37316 Check 37317 3731721.25 06/05/25BP22-0033APR25CK REQ CDD THARP CUP 20250430CITY OF CORCORAN06/03/25100-00000-22205 21.25 Total For Check 37317 Check 37318 3731863.75 06/05/25BP24-0074APR25CK REQ CDD LOTHER CONCEPT 20250430CITY OF CORCORAN06/03/25100-00000-22205 63.75 Total For Check 37318 Check 37319 37319106.25 06/05/25BP25-0002APR25CK REQ CDD CHASTEK 20250430CITY OF CORCORAN06/03/25100-00000-22205 106.25 Total For Check 37319 Check 37320 373202,600.00 06/05/25404208JUNE 2025 RETAINERCOMPUTER INTEGRATION TECH06/02/25100-41920-50300 2,600.00 Total For Check 37320 Check 37321 373213,000.00 06/05/25BCO24-0006BD Bond RefundE D Kvam & A L Kvam06/03/25100-00000-22206 3,000.00 Total For Check 37321 Check 37322 373229,000.00 06/05/25BCS24-0002-2REFUND 7200 WILLOW DR P24-0215E D Kvam & A L Kvam06/03/25100-00000-22206 9,000.00 Total For Check 37322 Check 37323 373233,225.00 06/05/25FF24102 X 3 MOUNTABLE CURBESS BROTHERS & SONS INC.05/12/25601-49400-50227 3,225.00 Total For Check 37323 Check 37324 3732412.53 06/05/25128-217791PARTS FVP FH16129FACTORY MOTOR PARTS05/30/25100-43100-50220 3732494.20 06/05/25128-217778PARTS FVP 662674FACTORY MOTOR PARTS05/30/25100-43100-50220 106.73 Total For Check 37324 Check 37325 3732519,900.00 06/05/25E155662025 BOBCAT AIR COMPRESSOR ON TRAILERFARM-RITE EQUIPMENT INC.05/21/25435-43100-50580 19,900.00 Total For Check 37325 Check 37326 37326167.18 06/05/25031296086BLAUER SOFTSHELL FLEECEGALLS, LLC05/09/25100-42100-50417 167.18 Total For Check 37326 Check 37327 37327375.00 06/05/252025 BB JAMB2025 BASEBALL JAMBOREEHANOVER YOUTH BALL06/02/25100-45100-50300 375.00 Total For Check 37327 30 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 14/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37328 3732810.00 06/05/250034010325001/31/25 - 2/28/25HOLIDAY COMPANIES03/01/25100-42100-50403 373285.00 06/05/250034010325001/31/25 - 2/28/25HOLIDAY COMPANIES03/01/25601-49400-50400 373285.00 06/05/250034010325001/31/25 - 2/28/25HOLIDAY COMPANIES03/01/25602-49450-50400 20.00 Total For Check 37328 Check 37329 373293,000.00 06/05/25BCO24-0003BD Bond RefundJPC Custom Homes06/03/25100-00000-22206 3,000.00 Total For Check 37329 Check 37330 373309,000.00 06/05/25490470228540534172GENERAL OBLIGATION BONDS SERIES 2025 LEGAL SERVICES KUTAK ROCK LLP06/02/25435-47000-50611 9,000.00 Total For Check 37330 Check 37331 37331170.00 06/05/2536683CK REQ WHE FINAL PLAT 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331212.50 06/05/2536686CK REQ KWIK TRIP 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331461.00 06/05/2536689CK REQ RUSH CREEK 4TH 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 3733142.50 06/05/2536690CK REQ CAMP SOLBERG 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 3733185.00 06/05/2536691CK REQ HOPE MEADOWS 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331170.00 06/05/2536693CK REQ SCHUTTE CONCEPT 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 3733142.50 06/05/2536694CK REQ EASEMENT VACATION RCR 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 373312,131.00 06/05/2536695CK REQ ST THOMAS 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331382.50 06/05/2536696CK REQ BROCKTON BUSINESS PARK 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331255.00 06/05/2536697CK REQ CHASTEK 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 3733185.00 06/05/2536698CK REQ LOTHER CONCEPT 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 37331127.50 06/05/2536699CK REQ CONTINENTAL 20250430LANDFORM PROFESSIONAL SERVICES06/03/25100-00000-22205 3733142.50 06/05/2536681BECHTOLD FARMS FINAL PLAT CITY FILE 22-024 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-013 37331255.00 06/05/2536678COOK LAKE HIGHLANDS FP & FPUD 21-057 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-017 3733142.50 06/05/2536676TAVERA 2ND ADD FP & FPUD 21-036 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 3733142.50 06/05/2536677TAVERA 3RD ADDITION FP & FPUD 21-044 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 3733142.50 06/05/2536682TAVERA 4TH FPUD & FP 22-028 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 3733142.50 06/05/2536684TAVERA 5TH FP & FPUD 22-068 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 37331170.00 06/05/2536688TAVERA 6TH FPUD & FP CITY FILE 23-033 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 37331655.00 06/05/2536692TAVERA 7TH FP/FUD CITY FILE 24-028 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-056 3733142.50 06/05/2536675RAVINIA 13TH FP/PUD 19-012 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-058 37331170.00 06/05/2536679RUSH CREEK RESERVE 2ND & FPUD PROJECT 22-012 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-098 3733185.00 06/05/2536687RUSH CREEK RESERVE 3RD 23-007 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-098 3733185.00 06/05/2536680GARAGES TOO FP 22-015 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-00000-22205-111 373313,611.50 06/05/2536702CITY BUSINESS 20250430LANDFORM PROFESSIONAL SERVICES05/06/25100-41910-50300 9,451.00 Total For Check 37331 Check 37332 37332140.00 06/05/253222MANDATORY CHECK IN QTY 1MARIE RIDGEWAY LICSW, LLC05/30/25100-41900-50300 140.00 Total For Check 37332 Check 37333 373331,010.74 06/05/2545572807ORDER 22921226 SO, JOB STC T2-2025MARTIN MARIETTA MATERIALS04/22/25100-43100-50225 1,010.74 Total For Check 37333 Check 37334 3733413.71 06/05/2548933MISC SUPPLIESMENARDS MAPLE GROVE05/13/25100-41900-50210 373349.99 06/05/2549366MISC SUPPLIESMENARDS MAPLE GROVE05/20/25100-42100-50220 3733438.02 06/05/2549276MISC SUPPLIESMENARDS MAPLE GROVE05/20/25100-42100-50220 61.72 Total For Check 37334 31 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 15/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37335 373354,182.00 06/05/252025Q2COMMUNITY WATER SUPPLY SERVICE CONNECTION FEE Q2 2025MN DEPARTMENT OF HEALTH06/05/25601-49400-50300 4,182.00 Total For Check 37335 Check 37336 3733630.90 06/05/25605523HYD HOSE FITTINGSNAPA AUTO PARTS - Corcoran05/30/25100-43100-50210 373368.49 06/05/25603694TWD PARTSNAPA AUTO PARTS - Corcoran05/20/25100-43100-50210 3733616.07 06/05/25603916SPARK PLUGS, NUTS, GLASS CLEANERNAPA AUTO PARTS - Corcoran05/21/25100-43100-50220 55.46 Total For Check 37336 Check 37337 37337790.00 06/05/2556906652HENNEPIN: GARLON 4 ULTRA, BARK OIL BLUENUTRIEN AG SOLUTIONS, INC.05/12/25100-43100-50225 37337790.00 06/05/2556986149SHERBURN: GARLON 4 ULTRA, BARK OIL BLUENUTRIEN AG SOLUTIONS, INC.05/12/25100-43100-50225 1,580.00 Total For Check 37337 Check 37338 3733816.59 06/05/25422177426001LANYARDSODP BUSINESS SOLUTIONS, LLC04/30/25100-41900-50200 16.59 Total For Check 37338 Check 37339 3733912,226.69 06/05/251213592025 CLUB CAR 4 PASSENGERPOWER LODGE05/20/25435-42100-50550 12,226.69 Total For Check 37339 Check 37340 37340202.19 06/05/2594631PROJECT 85777PRIME ADVERTISING AND DESIGN INC05/10/25100-41900-50210 202.19 Total For Check 37340 Check 37341 3734154.00 06/05/25A52014S0 7618 1CA KEYS X 3RUSSELL SECURITY RESOURCE INC05/22/25100-42100-50223 54.00 Total For Check 37341 Check 37342 373428,339.45 06/05/252390099CK REQ BROCKTON BUS PARK 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342972.50 06/05/252390102CK REQ CHASTEK 2 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373424,986.85 06/05/252390102-2CK REQ CHASTEK 2 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 3734278.00 06/05/252390104CK REQ CONTINENTAL CONCEPT 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342133.28 06/05/252390097CK REQ CORCORAN STORAGE II 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342135.00 06/05/252390107CK REQ DOMINOS 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373423,520.95 06/05/252390096CK REQ FAIRWAY SHORES 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373421,390.40 06/05/252390100CK REQ HEATHER MEADOWS 3RD 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373425,032.05 06/05/252390090CK REQ HOPE COMMUNITY 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342385.80 06/05/252390106CK REQ KEEFE SUBDV 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373424,491.40 06/05/252390095CK REQ KWIK TRIP 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342865.00 06/05/252390108CK REQ OLD FARM RIDGE 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342243.90 06/05/252390087CK REQ PIONEER TRAIL IND 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342214.34 06/05/252390091CK REQ RED BARN PET 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342624.86 06/05/252390091-2CK REQ RED BARN PET 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373422,931.91 06/05/252390085CK REQ RUSH CREEK RESERVE 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342175.00 06/05/252390109CK REQ SHEPARD GARAGE 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373421,751.00 06/05/252390103CK REQ ST. THOMAS CHURCH 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342379.68 06/05/252390101CK REQ UPWARD ACRES 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373421,475.38 06/05/252390088CK REQ WALCOTT GLENN 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373421,606.16 06/05/252390098CK REQ WOODLAND HILLS 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342615.50 06/05/252390110-2CK REQ WCA FAIRWAY SHORES 6616 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 37342158.00 06/05/252390110-3CK REQ WCA BALL PROPERTY 6616 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 32 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 16/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37342 37342118.50 06/05/252390110-4CK REQ WCA WOODLAND HILLS 20250328STANTEC CONSULTING SERVICES06/03/25100-00000-22205 373421,648.00 06/05/252390110CITY OF CORCORAN WCA PROJECTS 6616 20250328STANTEC CONSULTING SERVICES05/02/25100-00000-22205-098 37342520.28 06/05/252390092GARAGES TOO 6190 20250328STANTEC CONSULTING SERVICES06/05/25100-00000-22205-111 37342553.00 06/05/252390110CITY OF CORCORAN WCA PROJECTS 6616 20250328STANTEC CONSULTING SERVICES05/02/25100-43170-50309 43,346.19 Total For Check 37342 Check 37343 3734398.00 06/05/2510206534SPORT TRAIL LRB X 2SUBURBAN TIRE WHOLESALE INC04/23/25100-45200-50210 98.00 Total For Check 37343 Check 37344 37344457.92 06/05/2520250601UNION/TEAM LEGAL DUES JUNE 2025TEAMSTER LOCAL 32006/05/25100-00000-21707 457.92 Total For Check 37344 Check 37345 3734575.00 06/05/253609221-202504-1SVCS FOR 4/1/25 - 4/30/25TRANSUNION RISK & ALTERNATIVE05/01/25100-42100-50300 75.00 Total For Check 37345 Check 37346 373461,020.00 06/05/25250060200GENERAL CLEANING MAY 2025ULTIMATE CLEANERS LLC06/05/25100-41900-50401 1,020.00 Total For Check 37346 Check 37347 373472,454.00 06/05/25VM 0000699190CLEAN UP DAY 2025VEIT DISPOSAL SYSTEMS05/11/25100-43201-50210 2,454.00 Total For Check 37347 Check 37348 37348400.00 06/05/25963437TIRESWESTSIDE WHOLESALE TIRE05/13/25100-42100-50220 3734813.67 06/05/25963377PARTSWESTSIDE WHOLESALE TIRE05/20/25100-43100-50210 413.67 Total For Check 37348 Check 37349 37349391.00 06/05/25I27475ZONE 1 CNSTCTN UNIT2, ADA UNITSWRUCK SEWER & PORTABLE RENTAL05/13/25100-45200-50210 391.00 Total For Check 37349 Check 37350 37350258.55 06/05/259011175943PARKS SUPPLIESZEP SALES & SERVICE05/08/25100-45200-50210 258.55 Total For Check 37350 Check 37351 3735121.14 06/12/254231222523BLACK MATS-CITY HALLCINTAS - 47005/21/25100-41900-50400 3735125.91 06/12/254231222536SUPPLIESCINTAS - 47005/21/25100-43100-50400 3735129.74 06/12/254231222572UNIFORMSCINTAS - 47005/21/25100-43100-50400 3735176.49 06/12/254231222572UNIFORMSCINTAS - 47005/21/25100-43100-50417 37351166.76 06/12/254231222645UNIFORMSCINTAS - 47005/21/25100-43100-50417 3735111.09 06/12/254231222572UNIFORMSCINTAS - 47005/21/25601-49400-50210 37351452.13 06/12/255271481401PW FIRST AID SUPPLIESCINTAS - 47005/21/25601-49400-50210 3735111.10 06/12/254231222572UNIFORMSCINTAS - 47005/21/25602-49450-50210 37351452.13 06/12/255271481401PW FIRST AID SUPPLIESCINTAS - 47005/21/25602-49450-50210 1,246.49 Total For Check 37351 Check 37352 3735258.34 06/12/2520250514-28055 CITY CENTER DRIVE IRRIGATION MAR/APR 2025CITY OF CORCORAN05/14/25100-45200-50382 37352662.59 06/12/2520250514-3WILDFLOWER PARK IRRIGATION MAR/APR 2025CITY OF CORCORAN05/14/25100-45200-50382 3735288.28 06/12/2520250514-420200 CO RD 50 UTILITY BILLING MAR/APR 2025CITY OF CORCORAN05/14/25100-45200-50382 33 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 17/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37352 3735258.34 06/12/2520250514-56620 CO RD 116 UTILITY BILLING MAR/APR 2025CITY OF CORCORAN05/14/25100-45200-50382 37352151.48 06/12/2520250514-610120 CO RD 116 UTILITY BILLING MAR/APR 2025CITY OF CORCORAN05/14/25601-49400-50380 3735258.34 06/12/2520250514-710120 CO RD 116 IRRIGATION MAR/APR 2025CITY OF CORCORAN05/14/25601-49400-50380 1,077.37 Total For Check 37352 Check 37353 373531,140.06 06/12/25E4-250520876REF# 153335, FULL SVC/BATT R&RCUMMINS SALES AND SERVICE05/17/25100-43100-50223 1,140.06 Total For Check 37353 Check 37354 37354114.98 06/12/251049544AD 1471373 JUNE 5 PH NORLING PRELIM PLATECM PUBLISHERS INC05/22/25100-41900-50350 37354107.07 06/12/251049545AD 1471377 JUNE 5 PH FERNANDEZ TITLE XECM PUBLISHERS INC05/22/25100-41900-50350 37354107.07 06/12/251049546AD 1471392 JUNE 5 PH AGRAWAL CUPECM PUBLISHERS INC05/22/25100-41900-50350 329.12 Total For Check 37354 Check 37355 3735531,250.00 06/12/25E154912025 BOBCAT TRENCH ROLLERFARM-RITE EQUIPMENT INC.06/12/25435-43100-50580 31,250.00 Total For Check 37355 Check 37356 3735626,737.84 06/12/25227704864-8STIEG ROAD IMPROVEMENTS PAY REQUEST 8FEHN COMPANIES06/12/25100-00000-22205-087 26,737.84 Total For Check 37356 Check 37357 3735777,338.54 06/12/2521202CLASS 5 MODIFIEDFEHN COMPANIES05/20/25100-43122-50224 77,338.54 Total For Check 37357 Check 37358 373585.00 06/12/251000247636DOCUMENT REVIEW SVCSHENNEPIN COUNTY RECORDER06/02/25101-41910-50300 5.00 Total For Check 37358 Check 37359 37359961.24 06/12/25INV2794302COPIER 04/30/25 - 07/29/25 5 BILLINGMETRO SALES INC05/21/25100-41920-50210 961.24 Total For Check 37359 Check 37360 3736046,165.85 06/12/254615PERMITS FINALED MAY 2025METRO WEST INSPECTION SERVICES06/12/25100-42400-50300 46,165.85 Total For Check 37360 Check 37361 3736130,613.59 06/12/250001188505WASTE WATER SERVICE JULY 2025METROPOLITAN COUNCIL ENVIRO06/12/25602-49450-50312 30,613.59 Total For Check 37361 Check 37362 3736264,610.00 06/12/2520250530MAY 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL06/12/25602-00000-20800 37362(646.10)06/12/2520250530MAY 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL06/12/25602-00000-36200 63,963.90 Total For Check 37362 Check 37363 37363169.04 06/12/2510481097PARTSMIDWEST MACHINERY CO.05/22/25100-45200-50210 169.04 Total For Check 37363 Check 37364 3736458,736.00 06/12/2582821410402025 CIP SUPPORT/PRODUCTIONMOTOROLA SOLUTIONS INC05/30/25435-42100-50550 58,736.00 Total For Check 37364 34 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 18/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37365 37365108,800.00 06/12/25227705274 PAY 25CORCORAN WATER TOWER STORAGE TANK PAY 25PHOENIX FABRICATORS & ERECTORS, LLC06/12/25601-00000-16500 37365(5,440.00)06/12/25227705274 PAY 25CORCORAN WATER TOWER STORAGE TANK PAY 25PHOENIX FABRICATORS & ERECTORS, LLC06/12/25601-00000-20610 103,360.00 Total For Check 37365 Check 37366 3736632,331.00 06/12/251213502025 POLARIS RANGER CREWPOWER LODGE06/12/25435-42100-50550 32,331.00 Total For Check 37366 Check 37367 37367240.00 06/12/252217248SIREN REPAIRREADY WATT ELECTRIC05/20/25100-42151-50404 240.00 Total For Check 37367 Check 37368 37368155,281.96 06/12/25227704426 PAY 25NE WATER SUPPLY - WATER TREATMENT PLANT PROJECT PAY 25RICE LAKE CONSTRUCTION GROUP06/12/25601-00000-16500 37368(7,764.10)06/12/25227704426 PAY 25NE WATER SUPPLY - WATER TREATMENT PLANT PROJECT PAY 25RICE LAKE CONSTRUCTION GROUP06/12/25601-00000-20610 147,517.86 Total For Check 37368 Check 37369 3736934,333.42 06/12/2568,955GRAVEL HAULING SERVICESHAW TRUCKING INC05/19/25100-43122-50400 34,333.42 Total For Check 37369 Check 37370 37370370.18 06/12/25153309011-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/09/25100-45200-50221 37370123.90 06/12/25153331740-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/09/25100-45200-50221 373702,001.68 06/12/25153332965-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/15/25100-45200-50221 37370678.35 06/12/25153479981-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/15/25100-45200-50221 3737062.06 06/12/25153590822-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/15/25100-45200-50221 3737092.01 06/12/25153923303-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/22/25100-45200-50221 3737081.88 06/12/25154336848-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY06/02/25100-45200-50221 3737010.88 06/12/25153948483-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/23/25100-45200-50221 37370508.32 06/12/25153954914-001LANDSCAPE SUPPLIESSITE ONE LANDSCAPE SUPPLY05/23/25100-45200-50221 3,929.26 Total For Check 37370 Check 37371 3737130,560.50 06/12/252374246HUNTERS RIDGE TURN LANE 7336 20240214STANTEC CONSULTING SERVICES06/12/25100-00000-22205-131 3737124,230.15 06/12/252390120CITY CTR DR AND 79 PL ST UTILITIES 5033 20250328STANTEC CONSULTING SERVICES05/02/25408-48010-50303 3737147,523.95 06/12/252390111CITY DOWNTOWN PARK 7229 20250214STANTEC CONSULTING SERVICES05/02/25415-45200-50300 3737126,982.50 06/12/252390117WATER SUPPLY TREATMENT AND STORAGE FACILITY PRELIMINARY DESIGN 4426 20250328STANTEC CONSULTING SERVICES05/02/25601-00000-16500 129,297.10 Total For Check 37371 Check 37372 37372227.57 06/12/25P12726WHEELSSWANSTON EQUIP CORP.05/20/25100-43100-50220 227.57 Total For Check 37372 Check 37373 37373841.51 06/12/2528870-00PARTS, ORDER 132162TERMINAL SUPPLY CO05/14/25100-45200-50210 841.51 Total For Check 37373 Check 37374 37374375.00 06/12/2586409ON-SITE SERVICESZ SYSTEMS, INC05/23/25100-42100-50300 375.00 Total For Check 37374 35 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 19/19Page: 06/06/2025 07:39 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 05/22/2025 - 06/12/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 516,471.52 Fund 100 GENERAL FUND 7.50 Fund 101 LONG-TERM PLANNING FUND 742.50 Fund 201 RESERVES DONATION FUND 5,297.02 Fund 401 LONG RANGE PLANNING 29,043.80 Fund 408 PAVEMENT MANAGEMENT 63,873.93 Fund 415 PARK CAPITAL FUND 850.00 Fund 416 CAPITAL-EQUIPMENT CERTS 178,891.55 Fund 435 2025A BOND EQUIPMENT 320,303.58 Fund 601 WATER 102,175.44 Fund 602 SEWER Fund Totals: 1,217,656.84 Total For All Funds: 36 STAFF REPORT Agenda Item: 6.c Council Meeting: June 12, 2025 Prepared By: Deb Johnson, City Clerk Topic: Approval of Temporary Liquor License - Hamel Rodeo Action Required: Adoption Summary Hamel Rodeo, Inc. has submitted an application for a Temporary On-Sale Liquor License to be effective July 10-13, 2025 during the Hamel Rodeo held at Corcoran Lion's Park. The licensee has submitted the required fee and insurance documents to meet the conditions for approval. Recommendation Adopt Resolution 2025-60 Approving Temporary On-Sale Liquor License to Hamel Rodeo, Inc for the Hamel Rodeo July 10-13, 2025. Council Action Adopt Resolution 2025-60 Approving Temporary On-Sale Liquor License to Hamel Rodeo, Inc for the Hamel Rodeo July 10-13, 2025. Attachments 1. Resolution 2025-60 Approving Temporary On-Sale Liquor License Hamel Rodeo.pdf 37 City of Corcoran June 12, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2025-50 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran, Minnesota that the following Temporary Liquor License is granted effective for the dates as indicated, to the following Licensee. The licensee has submitted an application with the required insurance documentation for review and meets the requirements for approval. LICENSEE LICENSE LICENSE EFFECTIVE DATE Hamel Rodeo, Inc. PO Box 141 Hamel, MN 55340 Temporary Liquor License July 10-13, 2025 Hamel Rodeo at Corcoran Lions Park 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 12th day of June, 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 38 STAFF REPORT Agenda Item: 6.d Council Meeting: June 12, 2025 Prepared By: Deb Johnson, City Clerk Topic: Approval of Temporary Liquor License for St. Thomas the Apostle Church Action Required: Adoption Summary St. Thomas the Apostle Catholic Church has submitted an application for a Temporary On-Sale Liquor License to be effective August 17, 2025 during their annual festival. The licensee has submitted the required fee and insurance documents to meet the conditions for approval. Recommendation Adopt Resolution 2025-61 Approving Temporary On-Sale Liquor License to St. Thomas the Apostle Church Annual Festival. Council Action Adopt Resolution 2025-61 Approving Temporary On-Sale Liquor License to St. Thomas the Apostle Church Annual Festival. Attachments 1. Resolution 2025-61 Approving Temporary On-Sale Liquor License St. Thomas the Apostle Church.pdf 39 City of Corcoran June 12, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2025-61 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran, Minnesota that the following Temporary Liquor License is granted effective for the dates as indicated, to the following Licensee. The licensee has submitted an application with the required insurance documentation for review and meets the requirements for approval. LICENSEE LICENSE LICENSE EFFECTIVE DATE St. Thomas the Apostle Catholic Church 20000 County Rd 10 Corcoran, MN 55340 Temporary Liquor License August 17, 2025 St. Thomas the Apostle Catholic Church (outdoor area) Annual Festival 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 12th day of June, 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 40 STAFF REPORT Agenda Item: 6.e Council Meeting: June 12, 2025 Prepared By: Nalisha Williams, Assistant City Administrator Dean Busch, IT Manager Topic: Information Technology (IT) Update Action Required: Information Only Summary At the May 8, 2025 City Council Meeting, staff provided the City Council with a brief update on Information Technology and communicated that additional information would be available at the June 12, 2025 Meeting: Retainer: The monthly CIT retainer is $2,600 and covers helpdesk calls, monthly managed services, server infrastructure updates, and ongoing network configuration. After doing a thorough analysis of IT requirements over the last twelve months it was clearly identified that the $2,600 retainer was not enough to cover the increased volume of support requests. Monthly CIT services include: Managed Services: 24/7 monitoring, patching, backup services, emergency response, priority support, managed firewall, and antivirus/endpoint protection, compliance support (e.g. CJIS, BCA) Helpdesk Support Server Work and System Maintenance: updates, patches, configurations, and server performance optimizations. Monthly CIT software costs include: M365 Licensing: Pass through. Cost is the same regardless of who does licensing – additional licenses are added as new employees are hired. Reasons for invoice increases over the last twelve months: Five new positions during 2024-2025: hardware and software Onboarding/offboarding (fourteen employees) Water Treatment Plant (WTP) related costs (some costs will be billed back to the WTP contractor/cost-sharing) Additional helpdesk support that are beyond the retainer value Server infrastructure updates and ongoing network configuration Unforeseen or high-priority work (BCA updated their compliance requirements that the City needs to implement). Transitioned In-House Adobe Licensing Updates and maintenance of product software (e.g., Microsoft 365, antivirus, Adobe) GIS, Laserfiche, BS&A State contracts for hardware procurement via CDWG, SHI, etc. Onboarding/off-boarding employees 41 Future In-House Transition: Expansion of internal maintenance and procurement (e.g., printer support, end-user setup). Increased use of state/national cooperative agreements for better pricing. Internal project planning and scheduling (e.g., software rollouts). Budget Planning Continued Contractor Needs (aligns with other cities as “best practice”) Despite internal capability expansion, certain areas will always need contractor support: Network Infrastructure: Switches, firewalls, VPNs, advanced routing. Systems Engineering: Security architecture, disaster recovery planning, data center design. Council Action None. 42 STAFF REPORT Agenda Item: 6.f Council Meeting: June 12, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Stieg Road Improvements- Pay Request 8 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends the City Council approve Pay Application 8 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $26,737.84. Financial/Budget The Stieg Road Improvements project is funded via escrow by the Amberly-Bellwether development. Options Approve Pay Request 8 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $26,737.84. Decline. Recommendation Approve Pay Request 8 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $26,737.84. Council Action Decision Attachments 1. Stieg Road Improvements- Pay Request 8.pdf 43 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 227704864 Date: May 16, 2025 Subject: Pay Request #8 to Fehn Companies, Inc. – Stieg Road Improvements Council Action Requested Staff recommends the City Council Approve Pay Application #8 for the Stieg Road Improvements project to Fehn Companies, Inc. in the amount of $26,737.84. Summary Pay request #8 includes costs associated with site stabilization/restoration work as well as the installation of the drain tile for the rural road section that was approved with Change Order #3. Curb and gutter has now been installed, and the base course pavement for Phase 2 should be paved by the end of May. 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 $1,388,612.78 5% Retainage $69,430.64 Amount Paid to Date $1,292,444.30 Total Pay App #8 $26,737.84 Engineer’s Recommendation We recommend approving Pay Request #8 to Fehn Companies, Inc. in the amount of $26,737.84. 44 45 46 47 48 49 STAFF REPORT Agenda Item: 6.g Council Meeting: June 12, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Treatment Plant- Pay Request 25 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 25 to Rice Lake Construction Group in the amount of $147,517.86. Financial/Budget This project is funded by the Utility funds primarily the 2023A Bond. Options Approve Pay Request 25 in the amount of $147,517.86 to Rice Lake Construction Group. Decline. Recommendation Approve Pay Request 25 in the amount of $147,517.86 to Rice Lake Construction Group. Council Action Consider a motion to approve Pay Request 25 to Rice Lake Construction Group in the amount of $147,517.86. Attachments 1. Corcoran WTP- Pay Request 25.pdf 50 Memo To: Kevin Mattson, PE, PW Director From: Ash Hammerbeck, PE Steve Hegland, PE Project/File: 227704426 Date: June 2, 2025 Subject: Corcoran WTP - Pay Application #25 Council Action Requested Staff is recommending Council approve Pay Application #25 for the Corcoran Water Treatment Plant Project to Rice Lake Construction Group in the amount of $147,517.86. Summary Rice Lake continued work on the project including SCADA owner training, sanding and patching walls, floor coating, conduit paint and pipe stenciling, chemical feed piping, doors and windows, valves, plant controls, interior fixtures and lamps, domestic pipe and penetration insulation, and obtaining the necessary utilities and materials. Rice Lake resumed work on the landscape and civil components of the plant including grading, curb & gutter. This pay request is for the work performed through 05/31/2025. The signed payment request form and pay application is attached for review. Total Contract Value to Date $ 17,160,774.25 Work Completed to Date $ 16,845,874.25 5% Retainage $ 842,293.71 Amount Paid to Date $ 15,856,062.68 Total Pay App #25 $ 147,517.86 Engineer’s Recommendation We have reviewed the request and recommend approving Pay Application #25 to Rice Lake Construction Group in the amount of $147,517.86 for the work completed and materials stored to date. 51 APPLICATION AND CERTIFICATION FOR PAYMENT AIA DOCUMENT G702 PAGE ONE OF 10 PAGES TO OWNER: City of Corcoran PROJECT: WTP APPLICATION NO: 25 Distribution to: 8200 County Road 116 OWNER Corcoran, MN 55340 X ENGINEER PERIOD TO: 05/31/25 CONTRACTOR FROM CONTRACTOR: Rice Lake VIA ENGINEER: Stantec RURAL DEVELOPMENT Construction Group PROJECT NOS: 227704426 CONTRACT FOR: City of Corcoran WTP CONTRACT DATE: 01.26.23 CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, Application is made for payment, as shown below, in connection with the Contract.information and belief the Work covered by this Application for Payment has been Continuation Sheet, AIA Document G703, is attached.completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. 1. ORIGINAL CONTRACT SUM $16,728,200.00 2. Net change by Change Orders $432,574.25 CONTRACTOR: 3. CONTRACT SUM TO DATE (Line 1 ± 2) $$17,160,774.25 4. TOTAL COMPLETED & STORED TO $16,845,874.25 DATE (Column G on G703)By: Date: 5. RETAINAGE: a.5 % of Completed Work $842,293.71 State of:County of: (Column D + E on G703)Subscribed and sworn to before me this day of Notary Public: My Commission expires: Total in Column I of G703) $ 842,293.71 ENGINEER'S CERTIFICATE FOR PAYMENT 6. TOTAL EARNED LESS RETAINAGE $16,003,580.54 In accordance with the Contract Documents, based on on-site observations and the data (Line 4 Less Line 5 Total)comprising the application, the Engineer certifies to the Owner that to the best of the 7. LESS PREVIOUS CERTIFICATES FOR Engineer's knowledge, information and belief the Work has progressed as indicated, PAYMENT (Line 5+6 from prior Certificate) $$15,856,062.68 the quality of the Work is in accordance with the Contract Documents, and the Contractor 8. CURRENT PAYMENT DUE $147,517.86 is entitled to payment of the AMOUNT CERTIFIED. 9. BALANCE TO FINISH, NOT INCLUDING RETAINAGE $314,900.00 (Line 3 less Line 4)AMOUNT CERTIFIED . . . . . . . . . . . $ CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Total changes approved Application and onthe Continuation Sheet that are changed to conform with the amount certified.) in previous months by Owner $432,574.25 ENGINEER: Total approved this Month $0.00 By: Date: TOTALS $432,574.25 $0.00 This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without NET CHANGES by Change Order $432,574.25 prejudice to any rights of the Owner or Contractor under this Contract. APPROVED BY OWNER ______________________________________________ ACCEPTED BY AGENCY ________________________________________ AIA DOCUMENT G702 · APPLICATION AND CERTIFICATION FOR PAYMENT · 1992 EDITION · AIA · ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, DC 20006-5292 Users may obtain validation of this document by requesting a completed AIA Document D401 - Certification of Document's Authenticity from the Licensee.1 52 STAFF REPORT Agenda Item: 6.h Council Meeting: June 12, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Tower- Pay Request 25 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 25 to Phoenix Fabricators and Erectors in the amount of $103,360.00. Financial/Budget This project is funded by the Utility funds primarily the 2023A Bond. Options Approve Pay Request 25 in the amount of $103,360.00 to Phoenix Fabricators and Erectors. Decline. Recommendation Approve Pay Request 25 in the amount of $103,360.00 to Phoenix Fabricators and Erectors. Council Action Consider a motion to approve Pay Request 25 to Phoenix Fabricators and Erectors in the amount of $103,360.00. Attachments 1. Corcoran Water Tower- Pay Request 25.pdf 53 Memo To: Kevin Mattson, PE, PW Director From: Daryl Kirschenman, PE Steve Hegland, PE Project/File: 227705274 Date: June 2, 2025 Subject: Pay Application #25 to Phoenix Fabricators and Erectors Council Action Requested We recommend the City Council review and approve Pay Application #25 for the Corcoran Water Tower Project to Phoenix Fabricators and Erectors in the amount of $103,360.00. This pay request covers work completed from May 1, through May 31, 2025. Summary This pay request includes the final installation of the tank mixer and completion of the connection to the system which included the bacteria testing, the contractor installed insulation and finished electrical work. The signed payment request form and pay application are attached for your review. Total Contract Value to Date $4,674,756.08 Work Completed to Date $4,545,409.00 5% Retainage $227,270.45 Amount Paid to Date $4,214,778.55 Total Pay App #25 $103,360.00 Engineer’s Recommendation We recommend approving Pay Application #25 to Phoenix Fabricators and Erector’s in the amount of $103,360.00. 54 55 227705274 3927 TWENTYFIVE From 05/01/25 To 05/31/25 05/31/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1 LS 185,000.00 185,000.00 1.00 185,000.00 185,000.00 100% - 2 1 LS 4,000.00 4,000.00 1.00 4,000.00 4,000.00 100% - 3 1 LS 6,500.00 6,500.00 1.00 6,500.00 6,500.00 100% - 4 1 LS 4,000.00 4,000.00 1.00 4,000.00 4,000.00 100% - 5 50 CY 40.00 2,000.00 - - - 0% 2,000.00 6 1 EA 5,700.00 5,700.00 1.00 5,700.00 5,700.00 100% - 7 355 LF 265.00 94,075.00 355.00 94,075.00 94,075.00 100% - 8 1 EA 31,000.00 31,000.00 1.00 31,000.00 31,000.00 100% - 9 18 LF 397.00 7,146.00 18.00 7,146.00 7,146.00 100% - 10 55 LF 117.00 6,435.00 55.00 6,435.00 6,435.00 100% - 11 2 EA 4,000.00 8,000.00 2.00 8,000.00 8,000.00 100% - 12 2 EA 8,512.00 17,024.00 2.00 17,024.00 17,024.00 100% - 13 4,000 LB 15.00 60,000.00 4,000.00 60,000.00 60,000.00 100% - 14 1 EA 1,800.00 1,800.00 1.00 1,800.00 1,800.00 100% - 15 20 SY 75.00 1,500.00 20.00 1,500.00 1,500.00 100% - 16 2 EA 1,000.00 2,000.00 2.00 2,000.00 2,000.00 100% - 17 1 LS 8,000.00 8,000.00 1.00 8,000.00 8,000.00 100% - 18 1,750 SY 2.60 4,550.00 1,750.00 4,550.00 4,550.00 100% - 19 1,625 TN 49.00 79,625.00 1,625.00 79,625.00 79,625.00 100% - 20 175 TN 190.00 33,250.00 - - - 0% 33,250.00 21 225 TN 195.00 43,875.00 - - - 0% 43,875.00 22 510 LF 31.00 15,810.00 - - - 0% 15,810.00 23 410 LF 47.00 19,270.00 - - - 0% 19,270.00 24 1,250 LF 4.50 5,625.00 1,250.00 5,625.00 5,625.00 100% - 25 1 LS 8,500.00 8,500.00 - - - 0% 8,500.00 26 1.4 AC 8,220.00 11,508.00 - - - 0% 11,508.00 27 11 EA 820.00 9,020.00 - - - 0% 9,020.00 28 10 EA 670.00 6,700.00 - - - 0% 6,700.00 29 56 EA 100.00 5,600.00 - - - 0% 5,600.00 30 118 EA 28.00 3,304.00 - - - 0% 3,304.00 1 1 LS 115,000.00 115,000.00 1.00 115,000.00 115,000.00 100% - 1.10 1 LS 153,000.00 153,000.00 1.00 153,000.00 153,000.00 100% - 1.11 1 LS 172,000.00 172,000.00 1.00 172,000.00 172,000.00 100% - 1.12 1 LS 194,000.00 194,000.00 1.00 194,000.00 194,000.00 100% - 1.13 1 LS 886,000.00 886,000.00 1.00 886,000.00 886,000.00 100% - 1.14 1 LS 1,216,994.00 1,216,994.00 1.00 1,216,994.00 1,216,994.00 100% - 1.15 1 LS 70,000.00 70,000.00 1.00 70,000.00 70,000.00 100% - 1.16 1 LS 380,000.00 380,000.00 1.00 380,000.00 380,000.00 100% - 1.17 1 LS 450,000.00 450,000.00 1.00 450,000.00 450,000.00 100% - 1.18 1 LS 20,000.00 20,000.00 1.00 20,000.00 -20,000.00 100%- 1.19 1 LS 8,500.00 8,500.00 1.00 8,500.00 8,500.00 100% - 6" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP 6" GATE VALVE & BOX 6" HYDRANT DUCTILE IRON FITTINGS FOUNDATION TANK SHAFT TANK MATERIAL / SHOP FABRICATION AGGREGATE BASE 4' X 6' OVERFLOW SPLASHPAD CONCRETE SIDEWALK 8" BOLLARD CONCRETE DRIVEWAY APRON GEOTEXTILE FABRIC TYPE V NON WEAR Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B BITUMINOUS RIBBON CURB Original Contract % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) BITUMINOUS WEAR SPWEA340B BITUMINOUS BASE SPNWB330B Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. TEMPORARY ROCK CONSTRUCTION ENTRANCE PLACEMENT & REMOVAL COMMON TOPSOIL BORROW (LV) CONNECT TO EXISTING WATERMAIN 20" PVC WATER MAIN 20" PVC WATERMAIN, C900 TANK ERECTION TANK PAINTING TANK MIXING SYSTEM EROSION CONTROL ENGINEERING ALTERNATE A - 1,000,000 GALLON COMPOSITE TANK 20" GATE VALVE PART 1 SITE WORK MOBILIZATION TRAFFIC CONTROL SALVAGE, STOCKPILE & RESPREAD TOPSOIL 20" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP B618 CURB SILT FENCE, MS INFILTRATION BASIN, FILTER FABRIC, 6' DRAIN TILE & 6' FLARED END SECTION MNDOT SEED MIXTURE 25-131 SHRUB 5 GAL. CONTAINER PERENNIAL 1 GAL. CONTAINER 2.5" B&B DECIDUOUS TREE 6' HT CONIFEROUS TREE BONDS / INSURANCE MOBILIZATION TANK DELIVERY Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 3 56 227705274 3927 TWENTYFIVE From 05/01/25 To 05/31/25 05/31/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. 1.20 1 LS 160,000.00 160,000.00 1.00 160,000.00 160,000.00 100% - 2 1 LS 25,000.00 25,000.00 1.00 25,000.00 25,000.00 100% - 3 825 CY 51.00 42,075.00 825.00 42,075.00 42,075.00 100% - 4 1 LS 120,000.00 120,000.00 1.00 120,000.00 120,000.00 100% - 4,703,386.00$ 4,544,549.00$ -$ 4,544,549.00$ 97%158,837.00$ Original Contract Totals COMMON EXCAVATION & SITE GRADING ELECTRICAL / CONTROLS LOGO ALLOWANCE STRUCTURAL FILL BELOW FOUNDATION Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 3 57 227705274 3927 TWENTYFIVE From 05/01/25 To 05/31/25 05/31/25 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Date: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. CO1 1.00 LS (19,576.92) (19,576.92) - - - 0% (19,576.92) CO1 1.00 LS 860.00 860.00 1.00 860.00 860.00 100% - CO3 1.00 LS (9,913.00) (9,913.00) - - - 0% (9,913.00) (28,629.92)$ 860.00$ -$ 860.00$ -3%(29,489.92)$ 4,674,756.08$ 4,545,409.00$ -$ 4,545,409.00$ 97%129,347.08$ Project Totals Change Order Totals Original Contract and Change Orders Change Orders DEDUCT CITY SUPPLIED 20" BV VALVE ON RISER INCREASE LOGO ALLOWANCE DEDUCT WINTER FROST CHARGES FOR ELECTRICAL SERVICE Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 3 58 STAFF REPORT Agenda Item: 7.a Council Meeting: June 12, 2025 Prepared By: Dwight Klingbeil, Planner Topic: Corcoran Crossroads Liquor Store Concept Plan Action Required: Discussion Summary The applicant, Yogi LLC, requests an opportunity to appear before the City Council to solicit informal comments on a concept plan for a proposed liquor store at 19905 County Road 10 (PID 26-119-23-11- 0022). Recommendation Staff recommends that the Council review and discuss the concept plan and provide the applicant with informal comments. The Council should provide clear direction to the applicant so they can decide whether to proceed with a formal application. Any comments provided by the Council are advisory in nature and are non-binding. While the comments are non-binding, the applicant will consider the input from the City Council prior to a formal submittal Council Action Discussion Attachments 1. 2025-06-05 CC Report - Corcoran Crossroads Liquor Store.pdf 59 Page 1 of 8 STAFF REPORT City Council Meeting: June 11, 2025 Prepared By: Dwight Klingbeil Topic: Corcoran Crossroads Liquor Store Concept Plan (PID 26-119-23-11-0022) (City File No. 25-017) Action Required: Discussion Review Deadline: June 14, 2025 1. Application Request The applicant, Yogi LLC, requests an opportunity to appear before the City Council to solicit informal comments on a concept plan for a proposed liquor store at 19905 County Road 10 (PID 26-119-23-11- 0022). 2. Context Zoning and Land Use The site consists of a single 0.82-acre parcel at 19905 County Road 10 (PID 26- 119-23-11-0022). The property is zoned Neighborhood Commercial (C-1), guided Commercial, and is located in Southeast District. The subject property is the former site of the Corcoran NAPA Auto Parts store. Surrounding Properties The guiding, zoning, and existing use of the surrounding properties are detailed in the table below. All surrounding properties are within the Metropolitan Urban Service Area (MUSA). Direction Guided Zoning District Use North Public/Semi-Public Public/Institutional (P/I) Church (St. Thomas the Apostle Church) East Mixed Use Downtown Mixed Use (DMU) Agricultural South Commercial Neighborhood Commercial (C-1) Commercial (Corcoran Crossroads Gas Station) West Commercial Neighborhood Commercial (C-1) Commercial (A-1 Outdoor Power) Figure 1 Project Location 60 Page 2 of 8 Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map identifies no significant communities on the site. 3. Analysis Planning staff coordinated review of the concept plan with Public Works and Engineering as well as the Public Safety team. Memos from the City Engineer and Public Safety are enclosed in this report as well as incorporated into the following analysis as appropriate. The applicant is responsible for reviewing the entirety of both memos and incorporating the feedback as the project progresses. Use The application shows a liquor store use within the existing building on site, along with formally striped parking stalls. Liquor stores are not an allowed use within the C-1 district and are only allowed within the Community Commercial (C-2) district. This means an amendment to the Zoning Ordinance would be required for this use to be compatible with the site. • Council may wish to provide feedback on support for or against an amendment to the Zoning Ordinance to allow a liquor store in the C-1 district. Figure 2 Floor Plan 61 Page 3 of 8 Lot Standards and Building/Parking Setbacks The existing site is non-conforming due to the structure and parking setbacks. The applicant is proposing a change of use within the existing footprint of the site. The C-1 district standards are shown in the table below: C-1 Standards Existing/Proposed Minimum lot area Single-tenant building 25,000 square feet 35,797 sq ft Multi-tenant building 1 acre N/A Minimum lot width 100 feet 103.19 feet Minimum lot depth 200 feet 202 & 250.25 feet Minimum Principal Structure Setbacks: Front, from Major Roadways* 100 feet 33.6 & 53.7 feet Front, from all other streets 25 feet N/A Side 20 feet 19.8 feet (south) Rear 20 feet 19.9 feet (west) Adjacent to Residential 50 feet N/A Maximum Principal Building Height 35 feet Undef. (<35 feet) Maximum Building Size 50,000 square feet 5,900 square feet Maximum Impervious Surface Coverage 80% Undef. *Major Roadways are state highways and county roads The applicants propose a single-tenant liquor store on an 0.82-acre lot (35,797 square feet). The site exceeds the minimum required lot size of 25,000 square feet for single- tenant buildings and is compliant with this standard. However, if the applicant intends to develop a multi-tenant building on the site, a variance would be required, as multi-tenant buildings require a minimum lot area of 1 acre. According to the submitted survey, the existing structure does not meet the 100’- minimum front setback from major roads, as it is setback 33.8’ from County Road 10 and 53.7’ from County Road 116. Additionally, the building does not meet the 20’- minimum side and rear setbacks, as it is setback 19.8’ from the southern property line and 19.9’ from the west property line. This is allowed however, as the building setbacks pre-date the existing zoning ordinance. Therefore, the structure is legal, non- conforming, and the applicant’s proposal does not intensify these non-conformities. The maximum building height of the C-1 district is 35 feet. While the applicant has not provided any information on the height of the existing structure, staff is confident that the structure does not surpass this limit. Additionally, this district has a maximum impervious surface limit of 80%. The applicant did not provide any information pertaining to the impervious surface coverage on the site. A formal application should 62 Page 4 of 8 identify the building height and impervious surface coverage to confirm compliance with these requirements. Buildings/Architecture The applicant did not provide any architectural details for the existing structure, nor did they provide information on changes to the façade with the proposed use. However, the building will be required to comply with the building material standards outlined in Section 1060.050, Subd.1(C). The existing structure appears to be constructed with painted metal siding and roofing. Under the building materials standards for non-residential districts, up to 20% of exterior walls may be constructed with curtain wall panels of steel, fiberglass or aluminum siding, provided the siding has been fabricated and finished with a durable non-fade surface and their fasteners are of a corrosion resistant design. The existing structure appears to exceed this limit, with approximately 100% of the wall surface being constructed of steel/metal siding. However, this material was installed prior to the adoption of the current Zoning Ordinance requirements and is considered legal non- conforming. While the applicant is not proposing an expansion to the building, it is worth noting that upgrades to the existing building materials will be required if the structure expands. Specifically, Section 1060.050 Subd. 1.A.2. requires the existing façade be upgraded so that at least 25 percent of the existing structure conforms to the exterior building material requirements outlined in Section 1060.050, unless otherwise approved through a Conditional Use Permit (CUP). Additionally, if the applicant proposes a change in materials to the existing structure, the proposed materials must be in compliance with the current Ordinance. Signage The applicant has not provided information regarding signage for the site. There is an existing freestanding sign on the site that is a legal, non-conformity. It can remain, but only the panel of the sign can be switched out. Any other changes would require the sign to be brought into compliance with Chapter 84.05 of the City Code, and a separate sign permit will be required. Since the property is zoned C-1, it is allowed to have the following signage: • One freestanding sign, not to exceed 16 feet in height and 64 sq. ft. in copy area. • One wall sign on at the primary entrance not to exceed 10% of the primary building face. o The existing structure contains a number of entrances, and it is not clear which will be the applicant’s primary building entrance. This should be identified as part of the formal submittal. Parking and Drive Aisles 63 Page 5 of 8 Section 1060.060 requires that parking and drive aisles must be setback 100 ft. from County Road 10 and County Road 116, and 10 ft. from the side and rear property lines. The concept plan shows showing a 0-foot setback along the shared property line with the gas station to the south which is a legal nonconformity. However, the concept plan also shows a 12’-6’ setback from County Road 116, a ~5’ encroachment into the County Road 10 right-of-way (ROW) and a ~5’ encroachment into the neighboring property to the west (19905 County Road 10). The most recent site plan on file with the City reflected a 10-foot setback from both County Road ROWs. Additionally, the parking lot was illegally expanded to the west within the required setback and now encroaches into the neighboring property where a minimum 10-foot parking setback was shown. The sections of the parking lot encroaching onto adjacent ROW and properties will need to be corrected and restored to green space as part of the approvals for a formal application. However, given the site constraints, a variance from one or more of the parking and drive aisle setbacks may be helpful to accommodate parking on the site. • Council may wish to provide feedback on support for a potential variance and identify strategies to mitigate the reduced setback for parking lots along County Roads. Under Section 1060.060, retail uses, such as a liquor store, are required to provide at least 8 off-street parking stalls and one parking stall for each 200 square feet of retail space. The applicant is showing 4,828 square feet of retail space, which would require 24 parking stalls in total. The applicant is showing 24 parking stalls on their plans, which complies with this requirement. Section 1060.060 establishes minimum drive aisle widths, which vary based on the orientation of parking stalls. All 24 proposed stalls are 90° parking stalls, which requires a minimum drive-aisle width of 26’. The drive aisle along County Road 10 would not meet this minimum width requirement, as it is measured at approximately 13’ at its narrowest point. The applicant could meet the minimum drive aisle width requirement if they removed four parking stalls (stalls 10-13 on the parking exhibit) from their site plan. However, this would mean that they may not be able to meet the minimum required Figure 3 Parking Layout 64 Page 6 of 8 parking. A formal site plan for this proposal should explore angled parking to comply with the minimum drive aisle standards outlined in Section 1060.060 Subd. 4.C.2. Off-street parking lots for non-residential uses are required to have a perimeter of poured, cast in place, concrete curb around the entire parking lot and must be surfaced with asphalt, concrete, or other surfaces as approved by the City Engineer. The existing parking lot contains sections of paved asphalt and gravel. The gravel sections were not permitted by the City and are not protected as a legal nonconformity. A formal site plan would require the applicant to remove the gravel sections of the parking lot and install a perimeter concrete curb. Landscaping The site is subject to the landscape standards outlined in Section 1060.070, which requires the following: • One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site permitter, whichever is greater. • One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. Of site perimeter, whichever is greater. Section 1060.060 requires parking areas with four or more stalls to be screened from properties guided or zoned residential and from public streets. This screening requirement comes in the form of shrubbery, which must be at least three feet in height, to screen vehicle headlights. Ultimately, the site predates the landscaping standards in the Zoning Ordinance, and City practice is to only require compliance with this standard if there is an expansion. Additionally, the site is relatively constrained, so there is not a lot of room for landscaping. However, the Council could choose to require some degree of landscaping as part of a variance if it helps to mitigate the impact of granting a variance request. Lighting A lighting plan was not provided with the concept plan, but the applicant would be required to comply with the lighting performance standards outline in Section 1060.040 of the Zoning Ordinance. A formal application must include a detailed photometric plan showing the location of all exterior lights on the property, fixture cut-off angles, and illumination levels at the property line to confirm compliance with the zoning ordinance standards. Buffer Yard A buffer yard would not be required for this project as the site is not adjacent to a residential property or a zoning district of less intensity. 65 Page 7 of 8 Access The site currently contains two access points, one on County Road 10 and a shared access point on County Road 116. Since the property fronts on County Roads, the access must be reviewed and approved by Hennepin County. Since this proposal is at the conceptual level, the County has not submitted formal comments as of yet. However, the County did receive a copy of the concept plan and provided some general feedback, which has been included as an attachment to this report. In their letter, the County indicated that they’d prefer access be consolidated to one access point originating from County Road 116, as the access on County Road 10 is less than 200 feet away from the nearby intersection. However, if the access on County Road 10 were to remain, the County believes an appropriate driveway width would be 36 feet, which would require the driveway width to be reduced by 19 feet. Utilities The site is located within the MUSA boundary and is already connected to City sewer and water. The applicant will need to confirm that the existing services will be sufficient for their proposed use with the formal application. Stormwater The site is less than one acre and is not anticipated to trigger City, watershed or MPCA stormwater improvements, but an erosion control plan will be required. Parks and Trails The Comprehensive Plan shows an existing on-road trail on County Road 116 and a proposed on-road trail on County Road 10. This proposed on-road trail would be constructed when the County improves County Road 10 in the future. Park Dedication will not be required for this proposal, as no subdivision is proposed. Public Safety The Public Safety Review Committee reviewed the plans and provided the attached memo regarding access and fire code issues. Summary The subject property is a challenging site as it is relatively small, fronts County Roads on two borders, and there are several existing non-conformities (legal and illegal). The applicant is seeking Council feedback on a liquor store or similar retail use that would reactivate a vacant property on one of the busiest intersections within the City. In summary, the Council may wish to provide feedback on the following: - Proposed liquor store use is not currently allowed within the C-1 district. o Is there support to amend the Zoning Ordinance to allow this use in this district? 66 Page 8 of 8 - Parking lot and drive aisle setback requirements. o Is there support for a reduced parking lot and drive aisle setback beyond the previously approved 10-foot setback? If so, what conditions would be reasonable to mitigate impacts from this variation? - Minimum number of parking stalls conflicting with the minimum drive-aisle width requirements. o Would the Council support a reduction in the number of parking stalls required for the sake of securing an appropriate drive aisle width if data is provided to support the reduced number? Assuming the applicant moves forward with the project, the next steps are outlined below: 1. Land Use Application – a. Zoning Ordinance Amendment to allow Liquor Stores as an allowed use within the C-1 District. b. Site Plan Amendment to establish a new use on the site. Variances (if required) 4. Recommendation Staff recommends that the Council review and discuss the concept plan and provide the applicant with informal comments. The Council should provide clear direction to the applicant so they can decide whether to proceed with a formal application. Any comments provided by the Council are advisory in nature and are non-binding. While the comments are non-binding, the applicant will consider the input from the City Council prior to a formal submittal. Attachments: 1. Applicant Narrative dated April 15, 2025 2. Concept Plan Exhibit 3. Proposed Floor Plan 4. Engineering Memo dated June 2, 2025 5. Public Safety Memo dated May 7, 2025 67 68 69 70 71 Memo To: Kevin Mattson, City Engineer/ Public Works Director From: Kent Torve, City Engineer Steve Hegland, PE Project: Yogi LLC Corcoran Crossroads Liquor Store Date: June 2, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Concept Plan – Yogo LLC dated March 19, 2025 Comments: General: 1. In addition to engineering comments, the proposed concept plan is subject to planning, zoning, and land-use requirements and shall meet all other applicable codes of the City of Corcoran. 2. The proposed site plan is showing repurposing the existing building and parking lot. The entire lot is 0.82 acres so even if the entire lot is disturbed, it is not anticipated to meet the thresholds for a the City of Corcoran Stormwater Management requirements. Plat/Easements: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. 2. The site plan is proposing to utilize a portion of the existing pavement which is in Hennepin County Right of Way. This shall be reviewed by Hennepin county and may need to be removed or an encroachment agreement obtained. This shall be reviewed and approved by Hennepin County. Transportation 1. The site plan is showing the existing gravel which was added to the west of the bituminous parking lot to stay. This was added outside of the public approval process and should be removed so people don’t utilize it for parking on their own. 2. The access aisle to the northeast of the building is not wide enough per City Code. This should be revised to provide an adequate drive aisle. 3. Concrete curb and gutter should be provided around the parking lot. 4. Hennepin County shall review the width and location of the access to County Road 10. This is wider than the 24’ allowed by the City of Corcoran. 5. The current access to County Road 116 is shared with the businesses to the south. Hennepin County shall ultimately be responsible for permitting any access locations to the property. 72 June 2025 Yogi LLC Kevin Mattson, City Engineer/ Public Works Director Page 2 of 2 Grading /Stormwater 1. The development is not anticipated to trigger any City of Corcran or Elm Creek Watershed Stormwater Management Requirements. Due to the size. 2. A grading and drainage plan should be provided to show where runoff from the parking lots will occur. Water/Sanitary Sewer 1. The existing building is hooked up to City sewer and water which was installed with the Downtown Improvement project. The applicant should confirm that the existing services which were extended to the building are sufficient for their uses. End of Comments 73 Page 1 of 1 MEMO Date: April 2, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Deputy Director of Public Safety Burns Re: City File 25-007 Corcoran Crossroads Liquor Store A Public Safety plan review meeting was held on May 7, 2025, to review the submitted concept plat for Corcoran Crossroads Liquor Store. In attendance were the following: Director of Public Safety Gottschalk, Deputy Director of Public Safety Burns, Fire Chief Farrens, Fire Chief Leuer, Construction Services Supervisor Prichard, Community Development Director Davis-McKeown and Planner Klingbeil. The comments below are based on the materials submitted on February 26 and April 15, 2025. 1. Parking stalls 9, 10, and 11 will likely need to be removed due to the limited drive-aisle width. 74 STAFF REPORT Agenda Item: 7.b Council Meeting: June 12, 2025 Prepared By: Natalie Davis, Community Development Director Topic: Larkin Road Subdivision Planned Unit Development Concept Plan (City File No. 25- 018) Action Required: Discussion Summary Maplewood Development, Inc., the applicant, requests an opportunity to appear before the City Council to solicit informal comments on a concept Planned Unit Development (PUD) concept plat referred to as “Larkin Road Subdivision” for the property located at 20130 Larkin Road with frontage on Larkin Road as well as County Road 50. The subject property is 68.68 acres. The proposal includes 189 housing units with a mix of 65' wide single-family lots, 50' wide single-family lots, and twinhomes. Recommendation Staff recommends that the City Council review and discuss the sketch plat and provide the applicant with informal comments. The Council should provide clear direction to the applicant so that they can decide whether to proceed with a formal application. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the input from the City Council when they prepare their formal submittal. Council Action Attachments 1. 2025-06-12 Larkin Subd PUD Concept Plan Staff Report.pdf 75 Page 1 of 19 STAFF REPORT City Council Meeting: June 12, 2025 Prepared By: Natalie Davis McKeown Topic: Larkin Road Subdivision Planned Unit Development Concept Plan (PID 26-119-23-13-0006) (City File No. 25-018) Action Required: Discussion 1. Application Request Maplewood Development, Inc., the applicant, requests an opportunity to appear before the City Council to solicit informal comments on a concept Planned Unit Development (PUD) concept plat referred to as “Larkin Road Subdivision” for the property located at 20130 Larkin Road with frontage on Larkin Road as well as County Road 50. The subject property is 68.68 acres. 2. Background The subject property is an undeveloped parcel of land used for agriculture with a number of existing agricultural structures. A preliminary PUD plan and preliminary plat were approved on this site for an industrial park in December 2022. These approvals expired in 2024 after the project did not move forward. 3.Context Zoning and Land Use The site is guided Light Industrial in the 2040 Comprehensive Plan and zoned Light Industrial (I-1) district. The eastern portion of the site is within the Shoreland Overlay District. The site is within the Metropolitan Urban Service Area (MUSA) and the Southeast District. A 50’ wide gas line easement currently bisects the site from east to Figure 1 Site Location 76 Page 2 of 19 west approximately 400’ north of Larkin Road which limits development, including grading and drainage, within this area. Surrounding Properties The guiding, zoning, and existing use of the surrounding properties are detailed in the table below. All surrounding properties are within the MUSA. Direction Guided Zoning District Use Staging Phase North Parks/Open Space Public / Institutional (P-I) City park - 2020 – 2025 - 2030 – 2035 East Light Industrial I-1 Industrial 2020 – 2025 South Existing Residential Urban Reserve (UR) - Residential - Agricultural 2035 – 2040 West - Medium Density Residential - Low Density Residential - Medium Density Residential (RMF-1) - Single Family Residential 2 (RSF-2) - UR - Residential - Agricultural - 2020 – 2025 - 2035 – 2040 Natural Characteristics of the Site The 2040 Comprehensive Plan’s Natural Resource Inventory Areas map identifies wet prairie wetlands along the west property line, old field uplands along the north and northeast portions of the site, and a stream that runs along the east property line. The wetland delineation completed as part of the previous project on this site identified seven wetlands, roughly 5.56 acres total, near the west and east boundaries of the site. 4. Analysis Planning staff coordinated review of the concept plat with Public Works and Engineering as well as the Public Safety team. Memos from the City Engineer and Public Safety are enclosed in this report as well as incorporated into the following analysis as appropriate. The applicant is responsible for reviewing the entirety of both memos and incorporating the feedback as the project moves forward. Concept Plan The concept plan proposes a residential development of 189 housing units with an estimated density provided by the applicant of 3.00 units an acre. A mix of housing products are proposed: - 65’-wide single family homes lots 97 (51%) - 50’-wide single family home lots 68 (35%) 77 Page 3 of 19 - Twinhomes 24 (13%) - Use The proposed residential development will require a Comprehensive Plan Amendment (CPA) to re-guide the land use of this site from Light Industrial in the 2040 Comprehensive Plan to Low Density Residential. A Low Density Residential land use designation will allow for a PUD that includes single family homes and twinhomes at a density as low as 3 units an acre. The Comprehensive Plan is a living document. When the City finds evidence to support a change to the plan, the City Council has the discretion to make a change. The City should consider the following issues when reviewing a CPA request: • Evidence submitted by the applicant demonstrating the reason(s) that the plan should be changed, including, but not limited to, whether new information 78 Page 4 of 19 has become available since the Comprehensive Plan was adopted that supports re-examination of the plan, or that existing or proposed development offers new opportunities or constraints that were not previously considered by the plan. • Whether or not the change is needed to allow reasonable development of the site. • The relationship of the proposed amendment to the supply and demand for particular land uses within the City and the immediate vicinity of the site. • A demonstration by the applicant that the proposed amendment has merit beyond the interests of the proponent. • The possible impacts of the amendment on all specific elements of the Comprehensive Plan as may be applicable, including but not limited to: o Transportation; o Sanitary sewer, including existing and proposed sanitary sewer flows as compared to the adopted plan; o Housing, including the extent to which the proposal contributes to the City’s adopted housing goals; o Surface water, including compliance with the City’s goals for water quality as well as water quantity management; o Water supply; o Parks and open space; and • Consideration of the impact of the proposed amendment upon current and future special assessments and utility area charges, future property tax assessments or other fiscal impacts upon the City. This is a policy decision for the City. The City should evaluate all these issues when considering the decision. The City Council is asked to provide staff and the applicant feedback on whether they are open to this change. Density The concept plan provides a density estimate of 3.0 units per acre reached through the following calculations: - 68.68 gross acres – 5.56 acres of wetlands = 63.12 pre-development net density - 189 units / 63.12 acres = 2.99 unit/acre Once wetland buffers and trail corridor are also deducted from the gross acreage of the site, it is anticipated that the development will meet or exceed the minimum density of 3.0 units per acre. Streets & Access The concept plan shows a northwest extension of Blue Bonnet Drive into the project site. There will be additional local roadways and four permanent cul-de-sacs within the development. A public safety access is shown to the north from County Road 50 based 79 Page 5 of 19 on the knowledge that Hennepin County denied a previous development on this the ability to move forward with an access permit for a full access. Eventually, a second full access point into the development will come from the extension of Blue Bonnet Drive further west on County Road 50 with development of the properties to the west. The Public Safety team would like Hennepin County to confirm their stance on permitting a full access for this site on County Road 50. A full access would be preferred and recommended by Public Safety to serve the number of homes proposed. Alternatively, the Public Safety memo questions whether a connection to Commerce Street to the east can be considered. However, this was evaluated with a previous development, and it was determined that the nearby creek and natural topography in this area made such a connection challenging. Parking Parking standards are provided in Section 1060.060 of the Zoning Ordinance. Single- family homes and twinhomes require two parking spaces per unit and a minimum driveway length of 22’ that does not conflict with sidewalks or right-of-way (ROW). The concept elevations and floorplans confirm all homes will have at least a 2-car garages. Trails and Parks A proposed off-road trail is shown along the eastern boundary of the site on the Parks and Trails Plan in the 2040 Comprehensive Plan. This is now intended to be a segment of the Three Rivers Park District Diamond Lake Regional Trail (DLRT), which will connect to the trail segment in Tavera to the south, up to City Park, and onwards 80 Page 6 of 19 through Rush Creek Reserve to the north. This trail is reflected on the proposed concept plan in addition to local trails within the development. The developer will receive park dedication credit for the net area of the easement for the off-road trail. The rest of park dedication is anticipated to be handled as cash-in-lieu of land. The developer is responsible for the base (grading and gravel) of the trail, and the City typically reimburses the developer for pavement. It will be helpful for the Council to provide direction as to whether they see it as a public benefit for the developer to pave the trail at their expense. The trail location is consistent with what was approved as a part of the preliminary plat for Corcoran Farms, but the alignment will be further reviewed by the Parks and Trails Commission at the time of preliminary plat for this application. The trail must also be reviewed by Three Rivers for compliance with their master plan. Per the Engineering Memo, the trail must comply with the City of Corcoran Pedestrian Crosswalk Policy. Due to the regional nature of the trail and the proximity to City Park, trail crossing enhancements are anticipated. Utilities The applicant’s narrative notes an extension of trunk sanitary sewer from the north to Blue Bonnet Drive is planned as well as a 0.5-acre future municipal well site. The Engineering Memo touches on several items related to municipal sewer and water for the site. While a feasibility study was completed as a part of the Environmental Assessment Worksheet (EAW) for Corcoran Farms to understand the impacts on the available City infrastructure, the feasibility study should be updated to understand the impacts and water pressure of the revised land uses. The Engineering Memo also notes that multiple connections to offsite utilities are shown on the concept plan. The applicant is responsible for ensuring that all easements are in place for these utilities. Further, the applicant will be responsible for extending the watermain to the southern parcel boundary along with the trunk sanitary sewer. Stormwater Management The concept plan shows four stormwater ponds distributed throughout the site. The Engineering Memo provides detailed comments related to stormwater. A stormwater management plan must be provided to confirm compliance with the City of Corcoran and Elm Creek Watershed Management Committee regulations. The applicant should refer to the City of Corcoran Stormwater Guidelines for Development Review for standards. Wetlands A wetland delineation was finalized on this site and remains valid through November 30, 2026. There are seven wetlands located on the Corcoran site. Some wetland impacts are proposed. All remaining wetlands on the site subject are subject to wetland regulations and buffers as outlined in Section 1050.010 of the Zoning Ordinance. 81 Page 7 of 19 The City’s Natural Resources Communities Quality Ranking Map reflects the wetlands on this site as low quality. Low quality wetlands must have an average wetland buffer width of 15’ (the buffer can be no less than 10’ and no wider than 20’ for the purposes of calculating this average). There is an additional 15’ structure setback that is applied from the edge of the wetland buffer. Roads and trails and related retaining walls or fences have a 5’ setback from the wetland buffer. It should also be noted that the Elm Creet Watershed’s average wetland buffer width requirement for a low-quality wetland is 25’ with a minimum width of 10’. The plans must comply with this average requirement as well as the City’s standard. Based on the concept plan and narrative, two wetland impacts are anticipated to allow for extension of the public roadway and emergency access. Impacts to wetlands must be reviewed and approved through the appropriate Wetland Conservation Act (WCA) permitting process. If for some reason approval is not granted, the site design would need to be modified accordingly to avoid the wetlands and account for the required wetland buffers. Wetland buffers will need to be shown along with the required wetland buffer monuments at the time of preliminary plat. As part of a wetland buffer establishment plan, the applicant must confirm whether they plan to use existing buffers as allowed and defined by City Code or if they plan to establish new buffers. The wetland buffer establishment plan will be reviewed and approved by the City’s wetland consultant and must comply with the City’s Wetland Buffer Plan Policy. Shoreland Overlay District The City’s standards for the Shoreland Overlay are provided in Section 1050.020 of the Zoning Ordinance. The Shoreland Overlay extends 300 feet from the creek to the east of the site, but this is not shown on the concept plan. This must be shown on a preliminary application if the project moves forward. Lots within the Shoreland Overlay for the creek are not subject to a minimum lot size requirement, but the project may need PUD flexibility from the following minimum lot width requirements that must be met at the ordinary high-water level (OHWL) and at the building line: - Single Family (sewered) 75’ - Two family (sewered) 115’ Additionally, structures must be setback at least 50’ from the OHWL, 30’ from the top of a bluff, 50’ from the ROW line of a County Road, and 20’ from the ROW line of other public streets. Further, impervious surface coverage of lots within the Shoreland Overlay District must not exceed 25% of the site, and there is a structure height limit of 25’. It is unclear how many lots are within the district or whether flexibility from these standards will be necessary. The City Council should provide feedback on whether they are open to deviations if needed. The applicant must confirm and identify all requested PUD flexibilities with the submittal of a preliminary application. 82 Page 8 of 19 The shoreland overlay district requires a 25’ average buffer with a 50’ structure setback from the buffer. The buffer and setback must be shown on a preliminary application in order to confirm compliance. A walking trail, such as the planned regional trail, may be established within a shoreland buffer area, but the trail should be constructed to minimize erosion. An undisturbed area of vegetative buffer at least 10 feet in width should remain between the trail and wetland edge or the top of the stream bank. Lighting Street lighting will be required as a part of the development. A lighting plan was not provided, but the applicant would be expected to comply with the performance standards in Section 1060.040 of the Zoning Ordinance. Street lighting locations will be reviewed by Public Safety with the final lighting locations determined at the time of final plat. Landscaping and Buffer Ordinance Landscaping standards are outlined in Section 1060.070. For residential development, one overstory tree is required per dwelling unit. A total of 189 trees must be planted as a part of this project as the underlying landscaping requirement. For the sake of the buffer yard requirement within the landscaping performance standards, the proposed PUD would be considered an “RSF-3” zoning district. This means, a buffer yard would be required on the west property line where the project abuts property zoned UR and RSF-2. A buffer yard class “A” would apply where the property is adjacent to RSF-2 properties, and a buffer yard class “B” would apply adjacent to property zoned UR. The planted buffer yard options are provided in the table below. This buffer yard must be included on the landscaping plan, but it will not count towards the other minimum landscaping requirements. Plantings within the buffer shall be native or naturalized species, including native grasses. Buffer Yard Class Width Overstory Plantings1 Understory Plantings1 Shrubs1,2 Structures3 A 10’ 1 2 0 None 15’ 1 1.5 0 None 20’ 0.5 1.25 0 None B 10’ 1 4 6 Minimum 4’ fence 20’ 3 6 9 None 20’ 1 2 3 Minimum 4’ fence 30’ 2 4 12 None 30’ 1 2 4 Minimum 4’ berm 1 Per 100 feet of distance 2 Requirement must be met by shrubs, tall native prairie plantings, or a combination deemed acceptable by 83 Page 9 of 19 the City 3 Fences are subject to requirements in Section 1060.080 Lot Analysis The property is currently zoned I-1. The property will need to be rezoned in order to allow the proposed concept plan to proceed. The applicant proposes rezoning the property to a PUD district. Low density residential PUDs are typically based on the RSF- 3 zoning district standards detailed below: RSF-3 Standard Single-Family Twinhomes Minimum Lot Area 7,500 sq. ft. 15,000 sq. ft. Minimum Lot Width 65 ft. 100 ft. Minimum Principal Structure Setbacks - Front, Major Roadways 100 ft. 100 ft. - Front, All Other Streets 20 ft. 25 ft. - Front Porch (less than 120 sq. ft.) 15 ft. N/A - Side (living) 10 ft. 10 ft. - Side (garage)* 5 ft. 5 ft. - Rear 30 ft. 25 ft. Maximum Principal Building Height 35 ft. 35 ft. * Minimum separation between structures on adjacent parcels shall be 15 ft. The concept plan proposes 189 lots with single family lot width as low as 50’. The concept plan notes that PUD flexibility is needed for the minimum lot width and area for the 50’ wide lots. While the minimum lot width request is documented as 50’, the minimum lot area requested is not identified in the narrative. The specific request must be identified if the application moves forward. No other deviations for the single-family homes or the twinhomes are noted. Typical building pads for the single-family home lots and twinhomes are shown. It appears setbacks, including the 25’ setback from the front property line for twinhomes, are accommodated on the concept plan. The Council is asked to provide feedback on the proposed PUD lot standards. PUD Design Standards The PUD analysis will be broken into two sections: PUD Design Standards and PUD Public Benefits. The following is an analysis of the concept plan in achieving the minimum design standards required for all PUDs. A. Appropriate Integration PUDs must appropriately integrate into existing and future development. This can be accomplished through the use of similar lot sizes, density, setbacks, and design as well as the continuation of existing land uses, providing architectural transitions, landscape 84 Page 10 of 19 buffering, or other means. The applicant’s narrative states the proposed plan provides an appropriate transition between light industrial properties to the east and residential properties to the west. b. Variety and enhanced design. A low-density residential PUD must include at least 5 different styles of detached homes and 2 styles of attached homes that meet the City’s established architectural standards. Several example elevations were provided by the applicant and are attached to this report which satisfy the minimum number of required elevations. Section 1040.040, Subd. 8 provides design standards for single- family homes and twinhomes that are applicable to properties within the RSF-1, RSF-2, and RSF-3 zoning districts. The applicant has not requested flexibility from the underlying residential architectural standards and will be expected to comply with these standards unless specific flexibility is requested and granted. The front elevation shall have no more than 75% of any one type of exterior finish unless the finish is brick, stucco, and/or stone. Not enough information was provided to confirm the submitted elevations comply with these standards. The building materials and percentages would need to be provided in the preliminary application and confirmed with building permit review. The residential architectural standards require the front elevation to consist of doors, windows, and variations of the wall face with the use of architectural elements such as pilasters or columns, wainscots, or canopies. This appears to be satisfied with the submitted elevations. Garages must be architecturally styled to match the exterior design of the home and must not comprise more than 55% of the viewable ground floor street-facing linear building frontage. Some of the concept elevations may be able to comply with this Figure 2 Example Elevation 85 Page 11 of 19 standard. However, staff believes a deviation from this standard may be necessary for all or some of the proposed housing styles. Other projects with 3-car garages on a 65’ wide lot have so far needed some flexibility from this standard to provide this feature. The twinhome elevations do not look like they can comply with this standard. Staff is also concerned it may be difficult for a 50’ wide lot to achieve the 55% maximum with a 2-car garage. The applicant would be responsible for identifying the percentage deviation needed to accommodate their product with the preliminary submittal. Allowable roofing materials include asphalt shingles, wood shingles, concrete, clay, ceramic tile, or residential steel roofing with hidden fasteners. Roof overhangs must be at least 12 inches. It appears the submitted concept elevations will be able to comply with these standards. Each façade that faces a street shall receive equal architectural treatment as the front elevation in terms of materials and articulation. All other elevations that are not visible from a street must make an effort to incorporate elements from the front elevation, and each side elevation must include at least one window or door opening. Finally, a maximum of 18 inches of the foundation may be exposed on any elevation. c. Open Space As currently proposed, a minimum of 15% of the pre-developable area must be set aside as open space. This is estimated to equate to 9.47 acres. Based on the concept plan, the project includes 13.08 acres of open space that is upland (as indicated in green on the concept plan). The open space acreage cannot include the trail easement corridor that is contemplated in the 2040 Comprehensive Plan, but other local trails shown would be able to count towards the open space requirement. Staff believes the trail corridor shown on the 2040 Comprehensive Plan is not included in the open space calculations, but the applicant must confirm with the preliminary submittal. The applicant does proposes an additional open space trail corridor to enhance the trail easement area as part of the proposed open space. The applicant will be required to submit an open space plan with the preliminary PUD development plan. The open space plan must illustrate the use and/or function of the open space areas and include any proposed improvements and/or design features of the open space areas. The open space areas must be delineated in such a way that it signals to residents it is common open space rather than someone’s private backyard. d. Perimeter Buffer The property will be required to provide a landscaping buffer along County Road 50 to screen homes within the development. This is not shown on the concept plan, but would be required with the preliminary submittal where it would not conflict with the emergency access and trail corridor shown on the plan. e. Public Accessibility 86 Page 12 of 19 When a PUD includes natural features such as a creek, public access must be provided to those features. The proposed concept plan includes a public trail that runs near the creek. f. Discretionary Standards. The City Council has the authority to impose other standards for the proposed PUD as are reasonable and necessary to protect and promote the general health, safety, and welfare of the community and surrounding areas. If additional standards are desired, it would be helpful for members of the Council to provide this feedback to the applicant now for the applicant to make an informed decision. g. Prohibited Features and Modifications The concept plan does not propose prohibited features or modifications to residential district standards. The proposal does not request a deviation from the underlying side setback requirement established in the RSF-3 district. The proposal does not include interior perimeter roads that are parallel to major roadways. The applicant is not requesting flexibility from minimum screening and/or buffering standards. PUD Benefits PUDs should seek to satisfy several of the identified public benefits in Corcoran’s PUD Public Benefit Policy which is enclosed to this report for reference. The size and constraints of the site and extent of flexibility requested will be considered to determine whether an appropriate amount of public benefits is proposed to justify granting the PUD. The City identified 27 public benefits within the policy, but potential public benefits not captured by the policy can be discussed as part of the concept plan. An initial analysis of each identified public benefit is provided below: 1. Placement of uses so as to integrate with adjacent uses. The proposed plan provides open space primarily around the entire perimeter of the homes. There is not dedicated open space in the adjacent property to connect to, but as properties to the west develop there is a chance for the open space areas to be expanded upon. 2. Collaboration with adjoining landowner(s). The applicant will be required to host a neighborhood meeting. All landowners within 350’ of the property will be notified of the neighborhood meeting. The applicant is encouraged to work with the surrounding landowners by being available for ongoing discussions from the neighborhood and incorporating meaningful feedback where feasible. If City staff does not attend the neighborhood meeting, it will be important for the applicant to provide a meeting summary detailing the discussion with the neighborhood, including any compromises reached. This document will inform whether this category is satisfied as the preliminary plat moves forward. 87 Page 13 of 19 3. Appropriately located neighborhood scale commercial/office uses. Not applicable. 4. Percentage of units within ¼ mile of an identifiable neighborhood focal point. The proposed open space that wraps around the DLRT and creek is significant and is arguably a focal point. In order to satisfy this standard, at least 20% of the units must be within ¼ mile of this space. It appears that this could be achieved with the proposed layout. The applicant would need to provide a radius exhibit with the preliminary plat to confirm. If Council does not agree that the open space surrounding the DLRT as a focal point by itself, the applicant could consider incorporating features such as picnic shelters and/or community gardens to provide an additional public benefit. 5. Distribution of attached units. The concept plan includes attached units, but they are all clustered together. Therefore, this benefit is not achieved with the current design of the lot layout. 6. Creation of open space using multi-story buildings. Not applicable. 7. Visual termini. The purpose of this PUD public benefit is to encourage the placement of monuments, statutes, gazebos, or other landmarks at the end of streets. Such items are not indicated as part of the concept plan. 8. Attached units are embedded. The Zoning Ordinance refers to County Roads as major roadways. The attached units included in the development are not visible from major roadways. The twinhomes are visible from Larkin Road which is considered a Minor Collector. 9. Exceptional landscaping to buffer homes from major roads. This is not currently shown, but could be incorporated into the development plan. 10. Percentage of units within 1,000 feet walk from a park. Not applicable. While City Park is located to the north of this site, at least 20% of the units (38 units) must be within 1,000 feet from this park as measured from roadways, trails, or sidewalks in order to satisfy this public benefit. Unfortunately, the northern shape created by the project boundary makes it impossible for 38 lots to be located within 1,000 feet from the park. 11. Internal Trail Connections 88 Page 14 of 19 The proposal appears to include this as a benefit. There is one additional internal trail that connects to the larger trail system in addition to the emergency access that connects to the trail as well. 12. Cul-de-sacs are open ended. The northern cul-de-sac is technically open ended and serves as a trail connection and the emergency access from County Road 50. However, at least 50% of the cul-de-sacs must be open ended in order to be considered a public benefit. Since only 4 of the 5 shown cul-de-sacs are permanent in nature, it may be possible to make the southeast cul-de-sac open ended to achieve this public benefit while providing an additional DLRT trail connection. 13. Open space is consolidated and usable. The PUD Public Benefit Policy outlines 6 guiding principles to review the design of open space. It is not expected for open space to achieve all of the guidelines, but an effort to incorporate many of the guidelines is expected. The open space is primarily located on the perimeter of the site, along the DLRT corridor, with additional open space separating the twinhomes from the single-family lots. Many of the homes are organized within the open space, and it is used as a framing or organizing feature. The open space will be easily accessible to residents of the subdivision as the vast majority of the lots will have direct access to common open space. The public trail will go through the open space, making the area enjoyable to the larger public. It is possible portions of the open space will be confused for someone else’s yard. However, additional planning can create a delineation strategy to better identify the common space. For example, a different level of landscaping or type of vegetation could help to delineate the open space. There are stormwater ponds within the open space, but more design details would need to be provided if it is intended to double as an aesthetic-design feature. Staff believes the plans so far show that the proposed open space is a public benefit. 14. Open space is connected with green natural corridors. The proposed open space does appear to provide a fairly continuous natural corridor throughout the perimeter of the site as well as between the twinhomes and single-family homes to the south of the site. 15. Viable open space master plan is created. Since this is a low-density residential PUD, an open space plan is a basic requirement. Therefore, this public benefit is not applicable to the proposed sketch plan. 16. Natural resources and features are retained. The 2040 Comprehensive Plan does not indicate a high-quality community on the property. The concept plan proposes minimal wetland impacts, but this will need to be confirmed as the application moves forward before stating this public benefit is 89 Page 15 of 19 achieved. The applicant’s narrative explains that the property is currently absent of any significant trees, but there are two larger trees near the northwest corner of the site. It is unclear if these are proposed to remain or be removed. 17. Extensive internal landscaping. A landscaping plan was not provided with the sketch plan. The underlying landscaping standard requires 1 overstory tree per dwelling unit for a minimum of 189 trees to be planted within the development (one tree planted on each residential lot). In order for the applicant to satisfy this standard, they would need to plant at least 120% of the minimum underlying landscaping units for a total of 227 trees. Trees required for the buffer yards do not count towards this public benefit. This could potentially be accommodated, but this does not appear to be currently proposed. 18. Use of native plants in landscaping. A landscaping plan was not provided with the sketch plan. The applicant would need to incorporate appropriate use of native plantings in order to include this as a public benefit for their proposal. 19. Use of preferred trees in landscaping. A landscaping plan was not provided with the sketch plan. In order to propose this as a public benefit, the landscaping plan would need to be primarily comprised of preferred trees as outlined in the City’s Northeast District Plan and Design Guidelines. However, considering the project’s proximity to the Town Center area, the Council could direct the applicant to base their landscaping plan on the “Suggested Trees for Town Center” provided in the Southeast District and Design Guidelines. It would be helpful for the Council to provide whether they have a preference between one or the other, or if trees identified on either list would satisfy this public benefit. 20. Existing rural structures are retained and/or reused. There are existing rural structures on the property. However, these would conflict with the proposed residential lots, so this public benefit is not proposed. 21. Higher architectural standards. While the submitted elevations appear that they will be able to comply with the City’s architectural standards for the most part, it does not appear that the elevations propose “higher architectural standards” as a public benefit for the project. Theoretically, the applicant could satisfy this public benefit by proposing architectural standards that exceed the City Code requirements, utilizing recommended rural architectural styles as identified in the Southeast District Plan (Agrarian Contemporary, Farmhouse, Arts & Crafts – Prairie), and/or committing to the use of regional building materials. 22. Lot size variety. 90 Page 16 of 19 This public benefit may be achieved when at least 10% of the proposed lots exceed a lot width of 65’ or exceed a lot area of 7,5000 square feet. It is currently unclear the number of lots that may exceed these standards. With the tight lot layout and density estimate, staff believes it is unlikely the lot size variety expected can be achieved to satisfy this public benefit. 23. Larger tree sizes. A landscaping plan with proposed tree sizes at the time of planting was not included. If the applicant were to propose this as a public benefit, they would need to commit to planting at least 25% of the required overstory trees at sizes greater than the minimum outlined in the Zoning Ordinance: Potted/Bare Root or Balled and Burlapped Shade Trees 2.5” diameter Evergreen Trees 4’ high 24. Natural restoration work. The sketch plan does not appear to propose natural restoration work as a part of the PUD. If the applicant were to propose this as a public benefit, at least 5 acres of natural restoration would need to be converted to wooded areas, prairies, and wetlands. Removal of buckthorn can also qualify under this public benefit option. 25. Extraordinary environmental protection. The sketch plan does not appear to propose extraordinary environmental protection. 26. Area of parkland, woodland, or other open space (above minimum). This public benefit is meant to encourage additional conservation of natural spaces above what is otherwise required of the applicant. The proposed concept plan appears to propose this PUD public benefit with over 13 acres of open space where 9.47 acres is required. 27. Innovation and utilization of new technologies and materials. The sketch plan does not appear to include creative and efficient methods of design and/or incorporate new technologies or materials. 28. Potential PUD benefits not otherwise captured. a. Developers are required to provide the base for trails. Historically, it has been seen as a public benefit for developers to agree to pave trails at their cost. While this is not specifically proposed as a part of the sketch plan, this could be an additional benefit for the Council to consider for negotiation with the developer. 91 Page 17 of 19 Finally, the applicant’s narrative specifically proposes the following as PUD public benefits: a. Extension of sanitary sewer trunk line to Blue Bonnet Drive b. Extension of public roadway and infrastructure to northwest property c. Public well site of 0.5 acres d. Three Rivers Park District Trail e. Trail Corridor Open Space (7.34 acres). Summary of Discussion Points In summary, the concept plan has the following discussion topics: 1. CPA to re-guide the site from Light Industrial to Low Density Residential. 2. Rezoning to PUD based on RSF-3 standards. a. Requested or identified flexibilities: i. Unidentified lot size minimum ii. Minimum lot width of 50’ for single-family lots 1. This will also likely require a deviation from the minimum lot width requirements for lots within the Shoreland Overlay. b. Likely or other potential flexibilities: i. Shoreland Overlay district standards 1. Setbacks 2. Impervious surface limit of 25% 3. Maximum height limit of 25’ ii. Garages that exceed the maximum 55% of the viewable ground floor street-facing linear building frontage 1. 3-car garages on 65’ wide lots 2. 2-car garages on 50’ wide lots 3. 2-car garages for twinhomes c. Discretionary standards i. Are there additional standards proposed for the PUD to protect and promote the general health, safety, and welfare of the community and surrounding areas? d. In exchange for PUD flexibility, the following PUD public benefits appear to be accomplished with the current proposal: - Placement of uses so as to integrate with adjacent uses. - Attached units are embedded. - Internal Trail Connections 92 Page 18 of 19 - Open space is consolidated and usable. - Open space is connected with green natural corridors. - Natural resources and features are retained. - Area of parkland, woodland, or other open space (above minimum). e. The following PUD benefits could potentially be accomplished but are not currently proposed: - Collaboration with adjoining landowner(s). - Percentage of units within ¼ mile of an identifiable neighborhood focal point. - Visual termini. - Exceptional landscaping to buffer homes from major roads. - Cul-de-sacs are open ended. - Viable open space master plan is created. - Extensive internal landscaping. - Use of native plants in landscaping. - Use of preferred trees in landscaping. • Does the Council have a preference if the applicant incorporates trees from the NE District Plan vs. the Town Center suggested trees from the SE District Plan? - Higher architectural standards. - Larger tree sizes. f. The following PUD benefits appear unlikely to be accomplished: - Distribution of attached units. - Existing rural structures are retained and/or reused. - Lot size variety. - Natural restoration work. - Extraordinary environmental protection. - Innovation and utilization of new technologies and materials. g. The following PUD benefits appear to be not applicable to this proposal: - Appropriately located neighborhood scale commercial/office uses - Creation of open space using multi-story buildings. - Percentage of units within 1,000 feet walk from a park. h. Potential PUD benefits not captured by the policy: - Paved trail at developer’s expense (staff identified). It is not expected that a PUD satisfy all potential public benefits. The size and constraints of the site should be considered in determining whether the proposed public benefits justify the extent of the requested flexibility. It will be helpful for the Council to 93 Page 19 of 19 provide feedback to the applicant and staff on the concept’s requested flexibility and proposed public benefits. Additionally, feedback on the potential PUD benefits the Council considers most important for this project to incorporate will be helpful in guiding subsequent discussions and negotiations with the developer. Next Steps Assuming this project moves forward, the next steps are outlined below: 1. Update Feasibility study. 2. Neighborhood meeting. 3. A land use application for a Comprehensive Plan Amendment, Rezoning, Preliminary PUD Plan, and Preliminary Plat. 4. WCA permitting for wetland impacts. 5. A land use application for a Final PUD and Final Plat. 6. Watershed approval of City-approved final grading and stormwater plans. Recommendation Staff recommends that the City Council review and discuss the sketch plat and provide the applicant with informal comments. The Council should provide clear direction to the applicant so that they can decide whether to proceed with a formal application. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the input from the City Council when they prepare their formal submittal. Attachments: 1. Applicant Narrative 2. Concept Plan. 3. Elevation and Floor Plan Examples. 4. Engineering Memo 5. Public Safety Memo 6. Hennepin County Email 7. City of Corcoran Stormwater Guidelines for Development Review. 8. City of Corcoran PUD Public Benefit Policy. 94 95 96 97 COUNTY ROAD 50 LARKIN RD W W W W W W W W W W W W W W W W W W W W W W W W W WW F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/SF/SF/S F/S F/S F/S F/S F/S F/S F/S F/S W W W W W W W W W W W F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S W F/S F/S F/S W F/S W F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/S F/SF/SF/SF/SF/SF/SF/SF/SF/SF/SF/S W W W W W W W W W W W F/S F/S F/S W W W W F/S F/S F/S F/S F/S F/S F/S F/S WF/S F/S F/S W W W W W W W W W W F/SF/SF/SF/SF/SF/SF/SF/SF/SF/S FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION Fi l e L o c a t i o n : G: \ 0 4 _ H O L D I N G \ 2 0 1 3 0 L a r k i n R d f o r C l a r k \ M n T O P O - L i D A R L a r k i n R d - T o w n h o m e s . d w g P l o t t e d B y : Sa m M a r a s o n Ap r i l 2 2 , 2 0 2 5 a t 2: 0 7 : 4 9 P M N 0 SCALE IN FEET 75 150 300 SITE DATA TYPICAL 50' LOT NOT TO SCALE TYPICAL 65' LOT NOT TO SCALE F/S W www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of CO N C E P T P U D S K E T C H P L A N CO R C O R A N D E V E L O P M E N T 20 1 3 0 L A R K I N R D C O R C O R A N , M N SRM SRM 4000603-00 TYPICAL TWIN HOME LOT NOT TO SCALE 98 35' WIDE PADS 99 THE BERRY 1,490 - 2,174 Sq. Ft. | 1 Story | 2-3 Bedrooms | 2-3 Full Baths | 2 Car Garage | 35' Width x 63' Depth FIRST FLOOR A359 ELEVATION A ELEVATION B 100 THE ITASCA 1,573 Sq. Ft. | 2 Story | 2 Bedrooms | 2 Full Baths | 2-3 Car Garage | 35' Width x 62' Depth FIRST FLOOR B243 ELEVATION A ELEVATION B ELEVATION C BASEMENT 101 THE CARMINE 1,708-2,443 Sq. Ft. | 1 Story | 2-4 Bedrooms | 2-3 Full Baths | 2 Car Garage | 35' Width x 65' Depth FIRST FLOOR A360 ELEVATION A ELEVATION B 102 THE BLUE RIDGE 1,858 Sq. Ft. | 1 Story | 2-3 Bedrooms | 2 Full Baths | 2 Car Garage | 35' Width x 69' Depth FIRST FLOOR A316 ELEVATION A ELEVATION B 103 50' WIDE PADS 104 THE POMROY 1,890 - 3,117 Sq. Ft. | 1 Story | 2-4 Bedrooms | 2-3 Full Baths | 1 Half Bath | 3 Car Garage | 50' Width x 53-59' Depth FIRST FLOOR A564ELEVATION A ELEVATION B BASEMENT 105 THE NIAGARA 2,034 - 3,681 Sq. Ft. | 1 Story | 2-5 Bedrooms | 2-3 Full Baths | 1 Half Bath | 3 Car Garage | 50' Width x 65' Depth FIRST FLOOR 6184 BASEMENT ELEVATION A ELEVATION B ELEVATION C ELEVATION D 106 THE VERMILION 2,290-3,002 Sq. Ft. | 2 Stories | 3-5 Bedrooms | 2-3 Full Baths | 1 Half Bath | 2-3 Car Garage | 35' Width x 50' Depth FIRST FLOOR B248 BASEMENT ELEVATION A ELEVATION B ELEVATION C ELEVATION D SECOND FLOOR 107 THE ONTARIO 2,565 - 3,481 Sq. Ft. | 2 Stories | 3-5 Bedrooms | 2-3 Full Baths | 1 Half Bath | 2-3 Car Garage | 40-50' Width x 45-46' Depth FIRST FLOOR SECOND FLOOR 8453 BASEMENT ELEVATION A ELEVATION B ELEVATION C ELEVATION F ELEVATION G 108 THE CARNELIAN 2,671 - 3,447 Sq. Ft. | 2 Stories | 3-5 Bedrooms | 2-4 Full Baths | 1 Half Bath | 3 Car Garage | 39' Width x 47-49' Depth FIRST FLOOR A565ELEVATION A ELEVATION B BASEMENT SECOND FLOOR 109 THE FREEBORN 2,840 - 4,201 Sq. Ft. | 2 Stories | 3-6 Bedrooms | 2-4 Full Baths | 1 Half Bath | 3 Car Garage | 48' Width x 46-48' Depth FIRST FLOOR SECOND FLOOR A566ELEVATION A ELEVATION B ELEVATION C BASEMENT 110 THE ERIE 2,840 - 4,201 Sq. Ft. | 2 Stories | 3-6 Bedrooms | 2-4 Full Baths | 1 Half Bath | 3 Car Garage | 50 Width x 48' Depth FIRST FLOOR SECOND FLOOR 8454ELEVATION A ELEVATION B ELEVATION C BASEMENT 111 THE HAZELTINE 3,079-4,220 Sq. Ft. | 2 Stories | 4-6 Bedrooms | 2-5 Full Baths | 1 Half Bath | 3 Car Garage | 49' Width x 51' Depth FIRST FLOOR A567ELEVATION A ELEVATION B BASEMENT SECOND FLOOR 112 25-29' WIDE PADS TWINHOMES 113 1,652 - 1,669 Sq. Ft. | 2 Stories | 3 Bedrooms | 2 Full Baths | 1 Half Bath | 2 Car Garage | 25 Width x 50-51' Depth THE MARSELL FIRST FLOOR SECOND FLOOR B343 ELEVATION C ELEVATION D ELEVATION G ELEVATION A ELEVATION B ELEVATION E ELEVATION F 114 1 ,726 - 1,730 Sq. Ft . | 2 Stories | 3 Bedrooms | 2 Full Baths | 1 Half Bath | 2 Car Garage | 25 Width x 48-51' Depth THE GENTRY FIRST FLOOR SECOND FLOOR B342 ELEVATION C ELEVATION D ELEVATION G ELEVATION A ELEVATION B ELEVATION E ELEVATION F 115 1,846 - 1,857 Sq. Ft. | 2 Stories | 3 Bedrooms | 2 Full Baths | 1 Half Bath | 2 Car Garage | 28 Width x 49-52 ' Depth THE LOVENIA FIRST FLOOR SECOND FLOOR B344 ELEVATION C ELEVATION D ELEVATION EELEVATION A ELEVATION B 116 2,134 - 2,146 Sq. Ft. | 2 Stories | 3-4 Bedrooms | 2-3 Full Baths | 1 Half Bath | 2 Car Garage | 29 Width x 52-53' Depth THE F RANCIS FIRST FLOOR SECOND FLOOR B345 ELEVATION C ELEVATION D ELEVATION EELEVATION A ELEVATION B 117 Memo To: Kevin Mattson, PE Public Works Director From: Steve Hegland, PE Project: Larkin Subdivision Concept Plan Review Date: June 2, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. ALTA - Larkin Rd Subdivision Concept dated April 22, 2025 2. Concept PUD Sketch - Larkin Rd Subdivision Concept dated April 22, 2025 3. Narrative - Larkin Rd Subdivision Concept dated April 22, 2025 Comments: General: 1. Comments provided are preliminary based on the Concept Plan provided. Additional comments should be anticipated for future submittals that include more details of the development. 2. In addition to engineering related comments per these plans, the proposed plans are subject to the review by planning, zoning, Public Safety, and shall comply with all other applicable codes and standards of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 3. If filtration is required by ECWMC for the site, the City strongly prefers a NURP pond with filter bench (offset to one side of the pond) be used with adequate maintenance access. The filter bench design is efficient from land use and requires less future maintenance as compared to other treatment options. 4. Due to the rural nature of Corcoran conveyance systems, offsite receiving waters will be evaluated to understand any impacts from additional drainage. 5. A feasibility study was completed for the previous light industrial development on this property to identify the impacts on the available City infrastructure. If the project continues, the feasibility study should be updated to understand the impacts of the revised land uses on the City infrastructure. 6. The proposed project will trigger both the City of Corcoran and the Elm Creek Watershed requirements for a stormwater management system. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. 2. An existing high-pressure gas main and associated easement are present within this development. The gas company will review and approve all improvements and encroachments within the easement. 3. In addition to the gas easement, an Electric Transmission Line Easement is located along the southern portion of the site. The applicant shall ensure that the easement does not restrict any of the proposed development. The proposed layout of the southeastern cul-de-sac appears to be in conflict. 118 June 2025 Larkin Road Subdivision Concept Kevin Mattson Page 2 of 3 4. ROW and easement widths of roadways will be reviewed as the plan develops. Due to the trunk sanitary sewer within the development, ROW and associated easements may need to be widened to accommodate utility corridors. 5. Drainage and utility easements shall be provided all infrastructure used for the maintenance, conveyance and treatment of stormwater. Transportation/Site Plans 1. The previous feasibility study identified that turn lane improvements at the development entrance as well as turn lane improvements at Larkin Road and County Road 116 were necessary for the previously proposed light industrial development. The impacts from the revised proposed land use would have to be reviewed to determine which mitigation measures are necessary. 2. The development shall provide an access road which terminates along the Northwest corner of the development with the intent that it will be extended north in the future. The ROW shall be provided fo the roadway extension to the plat boundary for future extension. This access would ultimately align with the main access road to and through the City Park which is the preferred long-term alignment. 3. A local road stub should be evaluated to the properties to the west. This could be utilized in the future should that area redevelop to reduce access location along Larkin Road. 4. The 20’ fire access road and trail connecting to County Road 50 shall be reviewed by Hennepin County. The timing of the secondary access should be reviewed and approved by Public Safety. 5. Street lighting and no parking sign locations shall be reviewed by public safety and final lighting locations shall be determined at the time of final plat. 6. Regional trail and connections shall meet planning requirements. The regional trail shall be reviewed for its connection with the Master Park Plan as well as for conformance with the City of Corcoran Pedestrian Crosswalk Policy. Due to the regional nature of the trail and adjacent City Park, trail crossing enhancements should be anticipated. 7. Sidewalks shall be incorporated into development plans. Grading/Erosion Control/Stormwater 1. A stormwater management plan shall be provided to confirm that stormwater management is in accordance with City of Corcoran and Elm Creek Watershed Management Commission Standards. 2. Reference the City of Corcoran Stormwater Guidelines for Development Review for standards for stormwater systems and modeling. 3. At the time of Preliminary Plat, the wetland buffers should be identified as either newly established wetland buffers or whether they are existing buffers as defined by City Code. The wetland buffer zones, and wetland buffer signage shall also be clearly identified and labeled. 4. The applicant shall ensure that downstream receiving waters (potentially wetlands) are not starved of necessary runoff. 5. The wetland delineation is 4 years old but is still valid until 11/30/2026. 6. The concept sketch shows some direct wetland impacts and will require a wetland replacement plan application. Impacted wetlands shall be reviewed and approved through the appropriate WCA permitting process. 7. There is also some potential for indirect impacts due to stormwater ponds next to wetlands on the NW site of the site. The applicant will need to demonstrate that no hydrologic loss to the wetlands will occur. 119 June 2025 Larkin Road Subdivision Concept Kevin Mattson Page 3 of 3 8. The proposed project is within the shoreland overlay district. In addition to meeting the overlay district design standards, the applicant shall keep this in mind when designing the stormwater management for the site, including site BMP’s. Stormwater for the site shall be managed during construction and post buildout to reduce impacts on adjacent natural features. 9. All pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements. 10. All drainage swales shall maintain a minimum of 2% slope and all slope should be 4:1 or flatter unless approved by the city engineer. 11. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. Watermain/Sanitary Sewer 1. The watermain shall be extended to the southern parcel boundary along with the trunk sanitary sewer that is shown. The applicant shall be responsible for extending the 18” trunk sanitary main to the southern lot boundary. 2. A local lateral shall be extended to the west along the very southwestern roadway. 3. An 8” sanitary sewer lateral shall be proved to the developments SE corner as shown in the City comprehensive plan and a 12” sewer stub shall be provided to the western boundary in accordance the comprehensive plan. 4. The water pressure shall be reviewed with the feasibility study to determine if the water loop shown is sufficient or if a larger loop is necessary down Larkin Road from County Road 116. In the previous development plan, the applicant was able to loop water to the adjacent business park to meet necessary requirements. 5. The lot for a municipal well is identified. The feasibility of the lot and required setbacks shall be reviewed to confirm it meets the necessary requirements for a well. If requested, the applicant shall allow the city access to the site to vest for the well viability prior to acceptance. 6. The City is capped at an allowable sewer capacity at the L-80 lift station to service SE Corcoran until the trunk sanitary sewer is extended south from NE Corcoran. Because of this, any changes in land use should closely monitor impacts on sewer and water demand within this area. In reviewing the preliminary information provided, the sewer demand for medium density housing is similar to that of light industrial. If this development moves forward, this should be more closely reviewed. 7. Multiple connections to offsite utilities are shown on the plans. The applicant shall be responsible for ensuring that all easements are in place for these utilities. End of Comments 120 Page 1 of 1 MEMO Date: May 7, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 25-018 Larkin Subdivision Concept Plan A Public Safety plan review meeting was held on May 7, 2025, to review the submitted concept plan for the Larkin Subdivision. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Fehrens, Construction Services Manager Prichard, Planner Klingbeil, and Community Development Director Davis McKeown. The comments below are based on the materials submitted on April 22, 2025, and should be considered preliminary in nature. 1. All cul-de-sacs must be up to City specifications. 2. Fire hydrants locations will be subject to approval by the applicable fire chief. 3. A second, full road connection is recommended with the number of homes proposed. a. Could there be a feasible connection to Commerce Street? b. Would Hennepin County reconsider position on a road connection at County Road 50 for this property now that a residential development is proposed? 121 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. From:Transportation.Plats To:Seth Gellman Subject:RE: [External] FW: Larkin Road Subdivision Concept Plan (City File 25-018) Date:Thursday, May 8, 2025 4:21:03 PM Attachments:image001.png Good afternoon, Thanks for sending this proposal for our review. Our plat review committee reviewed the concept plan materials and have the following comments: We likely will request 60-foot half right of way on CSAH 50. How does the city envision the local road network nearby to develop? Has the city considered a local area plan to establish this? More specifically, how will the parcels immediately west of the site get access? A connection to the cul de sac on the west side of this site may be beneficial. The emergency access drive at the north will need a barrier to prevent motor vehicles using the emergency access for a shortcut. County staff will work with the city to develop a satisfactory barrier that also allows the emergency access to be used as a trail. We are generally supportive of a regional trail connection here, but are concerned about the proposed midblock crossing on CSAH 50, which happens to be where the highway transitions from 30 MPH to 55 MPH. We would expect to see a fair amount of pedestrian and bicycle traffic crossing CSAH 50 from the development to the city park. We would like to coordinate with the city, Three Rivers Park District and the city’s park planning effort to arrive at a safer and more comfortable permanent crossing location and improvements for the regional trail. Our standard drainage language applies: The existing drainage patterns shall not be altered unless approved by Hennepin County. Watershed District approval and drainage calculations are required if the work alters existing drainage patterns. Post- construction flow rates entering Hennepin County’s drainage system, overland or through pipes, shall not exceed pre-construction rates for the two, 10 and 100-year events. From https://www.hennepin.us/yourgovernment/ordinances/ordinance-22 The emergency access and trail shall not inhibit wetland drainage. A 15-inch minimum driveway culvert is required at the intersection with CSAH 50, and an additional culvert conveying the wetland underneath the access road may be necessary. The designer should explore drainage patterns to determine minimum diameter - currently the wetland drainage is conveyed under CSAH 122 CAUTION: This email was sent from outside of Hennepin County. Unless you recognize the sender and know the content, do not click links or open attachments. 50 at this location with a 24-inch culvert. Thank you, Christina Neel (she/her)Development Review CoordinatorTransportation Project DeliveryOffice: 612-596-0244christina.neel@hennepin.us | hennepin.us From: Seth Gellman <SGellman@corcoranmn.gov> Sent: Tuesday, April 22, 2025 3:57 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Dwight Klingbeil <DKlingbeil@corcoranmn.gov>; Kendra Lindahl <klindahl@landform.net>; Hegland, Steven <steven.hegland@stantec.com>; Kroeze, Caleb <Caleb.Kroeze@stantec.com>; Anthony.Kaster@stantec.com; Kevin Mattson <kmattson@corcoranmn.gov>; Lauren Letsche <LLetsche@corcoranmn.gov>; Matt Gottschalk <mgottschalk@corcoranmn.gov>; Ryan Burns <rburns@corcoranmn.gov>; Transportation.Plats <Transportation.Plats@hennepin.us> Subject: [External] FW: Larkin Road Subdivision Concept Plan (City File 25-018) Good afternoon all, Please see the documents attached relating to 25-018 Larkin Road Subdivision Concept Plan. Please submit all comments by May 12, 2025. Thank you! Disclaimer: If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly permanently delete this message from your computer system. 123 Stormwater Guidelines for Development March 2019 Issue Cities changing from rural to urban development are challenged by the additional stormwater generated due to construction of impervious surfaces, along with the offsite infrastructure, or lack thereof, to manage effectively. To standardize the modeling and review process, the guidelines below were created for efficiency. Note: A watershed approval is required per Elm Creek WMO rules, which also reviews flow rates, water quality and volume management. Modeling Watershed Information · Provide an aerial photo of the development that includes the overall watershed and subwatershed boundaries · Provide a summary of the acreage to each discharge point leaving the site. Any increase (or decrease) shall be identified. · Show any floodplain adjacent to project or within the project · Show downstream water bodies and flow paths o Downstream flow paths and water bodies typically need to have elevations, inverts, and condition identified. Subwatersheds A HydroCAD model (typically used) has inputs that can vary by user. To minimize resubmittals, review time and effort, the following data shall be utilized. · Electronic model shall be submitted · Hydrologic Soil Group (HSG) shall be lowered one category due to the mass grading and compaction of the soils. For example, an existing B soil, shall be modeled as a proposed C soil (unless it remains undisturbed) · Wetlands, filtration basins, and ponds shall be modeled at CN of 98 · Identify peak rates for storm events and proposed shall be equal or less than existing rates. o Note: There are certain conditions where at City’s discretion the off-site conditions require a reduction in flow rate from existing rates. · SWMM (i.e. EPA-, XP-, or PC-) models can be submitted for review, however these increase review time. Model Setup for Outlet Control Structures, NWLs and Infiltration · The model’s flow control structures (OCS, culverts, etc.) shall match the construction plan information. During the plan and model review both may be modified and revised · Individual detail plates are required for each OCS, and individual plates shall have inverts identified · A pond or wetland NWL (and model starting elevation) shall be set at the constructed outlet control elevation. o No live storage shall be utilized below the controlling OCS elevation. o No live storage shall be used for filtration shelves on ponds below controlling OCS elevation · If a pond or wetland has an NWL (wet surface), infiltration shall not be used in flood routing. · If a pond has filtration BMP causing drawdown below the NWL, this drawdown elevation shall not be used as the NWL for flood routing. (Filtration has a slower release time and during wet periods is not available as live storage). Construction Plans Catch Basins · Street drainage shall be sufficient to manage the 10-year event 124 · Typical a CB inlet capacity is 2 to 2.5 CFS, and CBs shall be spaced accordingly · Three inches (0.25 feet) of head on a CB will inundate a street centerline (2% slope). · Spacing is 200 to 250 feet using longitudinal street dimensions of 40 feet from road centerline to half the house footprint (assumes rear half of house drains to rear yard). Dimensions equal 10,000 SF. · CBs may be required on both sides of ped ramps to capture flows Natural Drainage Features · Waterbodies receiving urban drainage (wetlands, ditches, gullies) may need to have OCS installed, erosion protection, or reduced flow rates to allow the feature to function over the long term due to more consistent flows from increased impervious via development · Offsite work may be necessary and City will assist with coordination, easements, etc. HWLs and EOFs · The freeboard requirements are: o Low Opening is a minimum of two feet above the HWL o Low Opening is a minimum of two feet above the EOF · EOFs shall be accurately shown and as builts are required. The highest point shall be the EOF (for example top of curb) since this is the controlling elevation o In certain instances, channel calculations of the swale may be required to show the EOF has capacity to manage estimated flow · Overland EOFs are preferred, however if a second pipe serves as an EOF then modeling will include a 100-year event using the second pipe (EOF) as the only outlet (primary outlet plugged). Rear Yards · Rear yards or swales less than 2% shall have draintile. Typically, every two to three lots will require rear yard CBs. Sump Connections · Houses adjoining a wetland or pond do not need individual sump connection · Others will have access to rear yard stormsewer. Offsite Impacts Adjacent Parcels · City will review adjacent parcels (downstream and upstream) for impacts from volume, point discharge, etc. and may require off site improvements. City will assist in coordination of any off site work. · Off site water quality improvement projects may be determined by the City for assistance with compliance with City’s TMDL approach of implementing improvements upon development. · FEMA modifications may be necessary due to development and implemented by City. 125 Page 1 of 9 Corcoran PUD Public Benefits Policy 1. Placement of uses so as to integrate with adjacent uses. Purpose: To reward developments that make connections to adjacent properties and uses. Criteria: This public benefit can be accomplished if there is an opportunity to connect adjacent uses and such connections are made. Examples include the following: - Placing features, such as private parks and conservation areas, contiguous to existing or planned private parks or conservation areas (as long as there was a choice to put it somewhere else.) o It is seen even more of a public benefit when there are no restrictions for public access to these areas. o Public parks are not eligible as a public benefit under this category. - A conscious effort to link the neighborhood to public or semi-public uses (schools, religious institutions, etc.). - Adjacent development has the opportunity to link to the development in question. 2. Collaboration with adjoining landowner(s). Purpose: To encourage an open dialogue between many landowners. Criteria: This public benefit may be accomplished when a developer demonstrates collaboration with property owners and residents within the surrounding neighborhood. Applicants must host a neighborhood meeting early in the process as a required component of the PUD process. It may be seen as a public benefit when applicants demonstrate that they incorporated meaningful feedback and continued ongoing discussions in an effort to work with neighboring property owners to create a more unified plan for the larger neighborhood. Collaboration may also offer a better chance to accomplish other identified public benefits. 3. Appropriately located neighborhood scale commercial/office uses. 126 Page 2 of 9 Purpose: To reward developments that provide small scale commercial/office uses. Criteria: This benefit will be considered on a very limited basis and may be accomplished when small scale commercial/office uses are appropriately located within or adjacent to a residential or mixed- use neighborhood. This category is typically not applied to land guided as low-density residential in the City’s Comprehensive Plan; however, consideration will be given to appropriately located non-residential uses contemplated in RSF-1, RSF-2, or RSF-3 (e.g., daycare facilities, educational facilities, and places of worship). 4. Percentage of units within ¼ mile of an identifiable neighborhood focal point. Purpose: Encouragement to give new neighborhoods a unique identity and to serve as an ordering device. Criteria: This public benefit may be satisfied if approximately 20% of units within a development are within ¼ mile of an identifiable neighborhood focal point. Examples of neighborhood focal points include the following: parks, greens, squares, monuments, historic structures (silos, barns, granaries, etc.), picnic shelters, and community gardens. Monument entrance signs into a development are not considered an identifiable neighborhood focal point, but may be considered as a visual terminus discussed subsequently in this document. 5. Distribution of attached units. 127 Page 3 of 9 Purpose: Encourage smaller clusters of attached units to be more integrated/intermixed within the larger development. Criteria: This benefit can be satisfied if no more than 1/3 of attached units within the development are located in the largest cluster of attached homes. In other words, a PUD must have at least 3 separately located groups of attached units dispersed throughout the development with no more than 1/3 of the total attached units located within a single group. Example: If there are 100 attached units in a project, there must be at least three separate clusters of attached homes with the largest group of homes not exceeding 33 units. 6. Creation of open space using multi-story buildings. Purpose: Promote the creation of open space using multi-story buildings. Criteria: This benefit may be met if it is demonstrated that the applicant purposefully used multi- story buildings for the purpose of creating open space. This is not a benefit possible in PUDs for land guided as existing residential or low density residential in the City’s Comprehensive Plan. 7. Visual Termini Purpose: Encourage the placement of monuments, statutes, gazebos, or other landmarks at the end of streets. 128 Page 4 of 9 Criteria: This public benefit may be satisfied with the incorporation of a visual termini. An entrance monument providing neighborhood identity may qualify to satisfy this public benefit. Other termini examples (such as statutes and gazebos) that are less common may be considered more of a public benefit than an entrance monument sign for the development. 8. Attached units are embedded. Purpose: Reduce the amount of attached units visible from major roadways. Criteria: This public benefit may be satisfied if attached units abut no more than 30% of the perimeter of a major roadway (in linear feet). Only areas where there is an opportunity to build units will be included in the total perimeter measurement. Wetlands or otherwise unbuildable areas will not be included. Attached units are not considered to abut the ROW if there is an outlot or feature between them and the ROW of the area is landscaped and/or has a setback exceeding 60 feet. This criterion is only applicable to proposals with land guided as low-density, medium- density, or mixed residential and detached units are a component of the proposed development. Areas guided for high-density and mixed use are not expected to satisfy this identified public benefit. Example: A development has 1,000 linear feet of major roadway and 200 feet of the major roadway has attached units adjacent to it. 9. Exceptional Landscaping to Buffer Homes From Major Roads. Purpose: Buffer homes from major roadways. Criteria: This public benefit may be satisfied if a heavily landscaped buffer is provided along major roadways. Any newly planted vegetation must be salt tolerant. The landscaping should be comprised of a variety of overstory and understory trees, evergreens, and/or shrubs in general conformance with the parameters outlined for Buffer Yard Class B in Section 1060.070, Subd. 2(J)(1)(f). An open decorative fence may also be incorporated into the buffer. Retention of existing woods or healthy, mature landscaping where 129 Page 5 of 9 possible is preferred and may qualify towards the buffer even when the exact parameters of Buffer Yard Class B are not satisfied. 10. Percentage of units within 1,000 feet walk from a park. Purpose: Promote location of parks within a short walk from people’s homes. Criteria: This public benefit may be satisfied if at least 20% of the homes within a development are within a 1,000-foot walk from a private or public park. This will be measured along roadways and/or trails. 11. Internal Trail Connections Purpose: Encourage the creation of off-road trails within a neighborhood. Criteria: This benefit may be met by the creation of internal trails to provide pedestrian and/or bicycle movement within a development. 12. Cul-de-sacs are open ended. Purpose: Foster the creation of pedestrian and bicycle connections or trail systems along arterial and collector roadways. Criteria: To satisfy this public benefit, approximately 50% of the cul-de-sacs within the development should be open ended. If there is an existing or proposed trail abutting an open-ended cul-de-sac, a trail connection must be provided. Cul-de-sac with a trail connection to the arterial at the end. 130 Page 6 of 9 13. Open Space is consolidated and usable. Purpose: Create open space areas that can be usable to the neighborhood, either passively or actively. Criteria: This public benefit may be satisfied if the open space is created based on the following guidelines: - Buildings are organized around the open space. - Open space is a framing and organizing feature. - Open space is accessible to the local population within the neighborhood. - Open space is designed in such a way that it doesn’t appear as though it is someone’s backyard. -Stormwater ponds canbe incorporated as a design feature. - It is preferred that applicants commit to making privately owned open space accessible and usable to the larger public. It is not expected for open space to achieve all of the above guidelines, but a good faith effort to incorporate as many of the guidelines as possible is expected for this public benefit to be satisfied. 14. Open space is connected with green (natural) corridors. Purpose: Connect open spaces and reduce the occurrent of isolated open space areas. Criteria: Where open space is not consolidated, it will be seen as a public benefit to link open space with natural corridors. A well-designed combination of open space areas, trails (formal or informal), and stormwater ponds can help to achieve the purpose of this identified public benefit. 15. Viable open space master plan is created. Purpose: Encourage developers to create a unified open space plan for their proposed neighborhoods and to use that open space as an organizing device for the neighborhood. 131 Page 7 of 9 Criteria: It may be seen as a public benefit if developers provide a master open space plan that highlights open space areas and the pedestrian corridors and connections between them. The master plan must also identify long-term maintenance practices and responsibilities. 16. Natural resources and features are retained. Purpose: Encourage the preservation of significant or unique natural resources and/or topographical features if they exist. Criteria: This public benefit may be satisfied when a developer retains high-value and/or unique natural features of a site where possible. Examples of desirable features include high quality natural communities as identified in the 2040 Comprehensive Plan Natural Resources Inventory Areas map, trees, ravines, and hilltops. A PUD is not expected to retain all identified natural resources or features, particularly on sites comprised of large areas of high quality natural communities. However, an applicant must provide a detailed narrative explaining their efforts to minimize the removal and/or alteration of natural features while achieving their own vision for the site. If multiple natural plant communities are identified on the site, the applicant should attempt to retain areas of each type of community. 17. Extensive internal landscaping. Purpose: Encourage a larger amount of landscaping than required by code. Criteria: This public benefit may be satisfied if a proposal includes at least 120% of the minimum landscaping units required in the underlying Zoning Ordinance. 18. Use of native plants in landscaping. Purpose: Use vegetation that is better adapted to our climate to reduce water consumption and required maintenance. Criteria: This benefit may be satisfied if landscaping incorporates appropriate use of native plants. 19. Use of preferred trees in landscaping. Purpose: Encourage incorporation of tree species identified the City as a preferred species.. Criteria: This benefit may be satisfied if proposed landscaping is primarily comprised of trees species identified as preferred in the Northeast District Plan and Design Guidelines. However, PUD proposals located in the Town Center should be primarily comprised of the identified “Suggested Trees for the Town Center” provided in the Southeast District Plan and Design Guidelines. 132 Page 8 of 9 20. Existing rural structures are retained and/or reused. Purpose: Preserve existing structures that are in good condition and have historical value. Criteria: This public benefit is satisfied with the incorporation of existing structures, foundations, etc., into the development for aesthetic and historic preservation purposes. Preservation of a silo is particularly desired within the community. Historic structures can be used as identifiable neighborhood centers if integrated into park/open space. Developers, homebuilders, Homeowner Associations, and homebuyers will not be required to retain historical structures (that were retained as a public benefit in the approval of a PUD) when it is determined it is no longer structurally or financially feasible. If/when this occurs, a visual terminus, such as a gazebo or monument, can replace the rural structure to satisfy the intent of this category. 21. Higher Architectural Standards Purpose: Encourage a higher architectural standard within PUD proposals. Criteria: This public benefit is met when a developer goes above and beyond the architectural standards required in code. Residential developments that honor Corcoran’s rural character by incorporating the recommended architectural styles identified in the Southeast District Plan will satisfy this category. A commitment to use regional building materials may also be considered a public benefit. 22. Lot Size Variety Purpose: Encourage larger lot sizes. Criteria: This public benefit may be met if at least 10% of the lots within the development exceed a lot width of 65’ or exceed a lot area of 7,500 square feet. 23. Larger Tree Sizes Purpose: Encourage developments to provide more effective screening and mature landscaping within the first few years of construction. Criteria: It may be considered a public benefit for developers to commit to planting at least 25% of the required overstory trees at the following sizes: Potted/Bare Root or Balled and Burlapped Shade Trees 4” diameter Evergreen Trees 10’ 133 Page 9 of 9 24. Natural restoration work Purpose: Reward developments that restore wooded areas, prairies, wetlands, soils, etc. Criteria: It may be considered a public benefit if at least 5 acres of natural restoration work is completed to restore wooded areas, prairies, and wetlands. Removal of buckthorn also qualifies under this public benefit. 25. Extraordinary environmental protection Purpose: Reward any other unregulated environmental protection that has not already been addressed. Criteria: It may be considered a public benefit when there is other extraordinary environmental protections implemented not already addressed by this document. 26. Areas of parkland, woodland, or other open space (above minimum) Purpose: Encourage creation of open space areas in a development, whether they are active park areas in a development or passive woodland areas or other open space. Criteria: It may be seen as a public benefit when additional acres are set aside for dedicated parkland (if accepted by the City) or other open space areas that are in outlots or conservation easements. Wetlands and areas on steep slopes would not count. Open space areas must be 50 feet or larger in the smallest dimension to be counted in this category. 27. Innovation and Utilization of New Technologies and Materials Purpose: Reward innovative proposals that include new and creative design approaches and/or utilize new technologies and/or building materials within the overall site layout, buildings, and/or other development features. Criteria: It may be seen as a benefit when PUD plans feature creative and efficient methods of design or incorporate new technologies or materials. For example, the use of building- integrated solar technology (AKA solar skins) for a development that provides high energy efficiency while being aesthetically compatible with the surrounding neighborhood. 134 STAFF REPORT Agenda Item: 7.c Council Meeting: June 12, 2025 Prepared By: Natalie Davis, Community Development Director Topic: Heather Meadows 3 rd Addition OS&P Final Plat Revision (City File No. 24-032) Action Required: Direction Summary The applicant, Markus Lee of ML Unlimited LLC, requests the City Council reconsider requirements within the approvals for Heather Meadows 3rd Addition, an OS&P plat that received final plat approval in September 2024. The project is located near Oakdale Drive and Heather Lane. The final plat approved 12 buildable lots and 44.8 acres of open space preserved as farmland in two outlots. Recommendation Staff recommends no changes to the original approvals. Council Action Decision Attachments 1. 2025-06-12 Heather Meadows 3rd Addition OSP FP Revision Rqst CC Staff Report.pdf 135 Page 1 of 8 STAFF REPORT City Council Meeting: June 12, 2025 Prepared By: Natalie Davis McKeown Topic: Heather Meadows 3rd Addition Open Space & Preservation (OS&P) Final Plat (PIDs 05-119-23-31-0001; 05-119-23-32-0001; 08-119-23- 22-0011) (City File No. 24-032) Action Required: Decision 1. Request The applicant, Markus Lee of ML Unlimited LLC, requests the City Council reconsider requirements within the approvals for Heather Meadows 3rd Addition, an OS&P plat that received final plat approval in September 2024. The project is located near Oakdale Drive and Heather Lane. The final plat approved 12 buildable lots and 44.8 acres of open space preserved as farmland in two outlots. 2. Background The City Council approved the preliminary plat for this project at their meeting on June 27, 2024, along with the following: 1. A Conditional Use Permit for Lot 1, Block 4 to allow agricultural structures in excess of the allowed accessory structure footprint for a 4-acre lot. 2. A variance from OS&P buffer requirements for Lot 1, Block 4 and Lot 1, Block 5 along Oakdale Drive. Figure 1 Site Location 136 Page 2 of 8 a. A buffer to the extent possible with the existing structures was required to mitigate the impact of approving the variance. 3. A variance from the OS&P requirement that all lots front a paved street internal to the development (Lot 1, Block 4 and Lot 1, Block 5 front a paved street that is not internal to the development). 4. A variance to allow a 91’ setback for an agricultural building. a. A planted buffer within the 91’ setback was required to mitigate the impact of approving the variance. Additionally, the approved preliminary plat resolution included the following language regarding ownership of the open space outlots: 1. Outlot A and Outlot B will be protected by a restrictive covenant in favor of the City that will remain in place until such time that municipal sewer and water are available to serve the site. The covenant will outline the following options in how the open space can be owned until municipal services are available: a) The open space outlots can be dedicated to the City if accepted by the City. b) The open space outlots can be sold to the owner of Lot 1, Block 4. c) The open space outlots can be dedicated to a Homeowners Association that comprises a majority of the homes within this development. d) The open space outlots can be sold to a developer once municipal sewer and water are available. Figure 2 Preliminary Plat 137 Page 3 of 8 The City Council approved the final plat for Heather Meadows 3rd Addition on September 26, 2024. The same language provided above regarding the ownership of the outlots was included in the approving resolution for the final plat. 3. Analysis While working through the final requirements of releasing the final plat, the applicant requested additional flexibility be provided regarding the ownership of the outlots and the buffer yard planting requirements. Staff was not able to approve these requests administratively as it deviated from specific conditions of approval included in the approving resolutions for the project. If the City Council agrees with the flexibility requested by the applicant, revisions must be made to the approvals of the development. Ownership of Open Space Outlots The applicant requests the ability to sell the open space outlots to any individual or entity as long as the individual or entity remains subject to and complies with all covenants, conditions, restrictions, and applicable development limitations, including adherence to the Preservation, Restoration, and Management Plan. The proposed covenants and Preservation, Restoration, and Management Plan are included as an attachment to this report for reference. Section 940 has a couple of areas that discuss ownership of open space outlots in OS&P plats. Section 940.050, Subd. 1 (B)(4) states the following: Open space shall be owned by an individual, a homeowners association, the City or other legal entity that will use the land for open space purposes pursuant to a conservation easement or covenant restricting additional development until urban services are provided. In the case of private ownership of open space where public access is desired, such as trail crossing or other public purposes, the City shall require that a public easement be provided over the open space area. Section 940.060, Subd. 1 provides more specific language for the “Ownership of Common Areas”: Operation and maintenance requirements for residential subdivision common open space facilities shall be as provided in this division. Where certain land areas or structures are provided within the subdivision for private recreational use or as common services facilities or centralized wastewater treatment systems, the owner of such land and buildings shall provide covenants as approved by the City to ensure their continued operation and maintenance to a predetermined reasonable standard. These common areas may be placed under the ownership of one of the following, depending upon with is more appropriate in the discretion of the City: 138 Page 4 of 8 A. Dedicated to the public where a community-wide use would be anticipated; or B. Subdivider’s ownership and control; or C. Homeowner’s associations. […] Staff believes the intention of the ownership restriction for open space outlots was to prevent a party that does not have an interest in the development from owning the development. Additionally, staff believes the passive recreation opportunities provided by the farmed open space outlots (e.g., scenic view) qualify as a common area for the development subject to the language outlined in Section 940.060. Further, there is a portion of the stormwater pond for the development, which would be considered a common service facility, on Outlot A. Staff did include the ability for the applicant to sell or assign the outlots to someone who also owns Lot 1, Block 4 as this lot includes the agricultural buildings that will services these outlots. This makes sense as even if the applicant never sells the property, eventually someone would be a successor of the property owner. Staff determined this call-out was consistent with the OS&P intent and requirements because such a party would theoretically have an invested interest in the overall development as they would also own a residence within the development. Additionally, this requirement is consistent with the CUP approvals allowing the agricultural structures on Lot 1, Block 4 to remain on a 4-acre lot requires the farming of an adjacent parcel under the same ownership. Staff notes the restrictive covenants as originally approved do not prevent the subdivider from renting the outlots to another farmer, so that flexibility is still possible under the existing approvals. With all this in mind, continues to recommend the restrictive covenants as originally approved. If the City Council agrees with the existing approvals, no action is needed other than to affirm the existing resolutions. If the City Council determines that the farmed open space outlots do not provide passive, private recreation opportunities to the residents of the development and therefore do not qualify as a common area, then new language can be approved by Council. However, Outlot A includes a portion of stormwater ponding for the development, and therefore staff believes the original language must still apply to Outlot A to comply with Section 940.050. With this in mind, staff recommends only changing the restrictive covenants for Outlot B. A resolution is provided to this effect using the applicant’s language allowing them to sell Outlot B to any entity. If the Council is open to this change for Outlot A as well, this should be discussed, and a formal variance application from Section 940.050 would be required. Buffer Yard Requirement The applicant requests to eliminate all native grass plantings required in the buffer zone as required by the OS&P standards for the two properties that front Oakdale Drive. They also request to leave the buffer zone exactly the way it is presently. They argue it is unreasonable to require native grasses to grow in the yard of either property (22901 Oakdale Drive and 22925 Oakdale Drive). 139 Page 5 of 8 Figure 3 Google Earth Image of Trees within Buffer Zone Prior to 2024 The applicant provided an exhibit, attached to this report, and states the trees and shrubs shown are already planted. Additionally, the planting exhibit shows two highlighted areas that are currently planted in trees to be harvested at a later date as a part of their tree farm, and they feel there is no reason to remove the existing trees only to plant native grasses. They would like to continue to use these areas for farming as the soil conditions are well suited for farming. They state the City Code calls out the purpose of the buffer zone is to minimize land use conflicts, and they do not feel there is a conflict that requires a buffer zone. Both properties are both existing homesteads that are not causing an eye sore from Oakdale Drive and the developed area to the southwest of the overall project site will not be visible from Oakdale Drive even without planting the native grasses. 140 Page 6 of 8 Figure 4 Native Planting Exhibit Section 940.050, Subd. 1 (D)(7) states the following: A buffer zone of at least 100 feet shall be provided at the perimeter of the developed area of the site abutting public streets. The buffer zone shall be thickly planted with native grasses, shrubs, and trees to minimize land use conflicts. This standard was a requirement for the residential lots abutting Oakdale Drive, both of which contained existing structures within the 100’ buffer area. The City Council granted a variance to allow the structures to remain; however, the following condition was imposed to address the impact on granting the variance: The applicant must revise the landscaping plan to plant the required buffer on Lot 1, Block 4 and Lot 1, Block 5, where such buffer will not conflict with existing structures. Additionally, the City also granted a variance from the 100’ setback required for agricultural structure from the property line adjacent to Oakdale Drive, allowing an existing building to remain with a setback of 91’. The following condition was imposed to address the impact on granting the variance: 141 Page 7 of 8 Where it will not create a conflict with the building, the 91’ setback should be planted with the required buffer yard required for the open space and preservation plat to provide screening along Oakdale Drive. The Council is asked to review the attached native planting exhibit and provide the following feedback: - Is the Council open to foregoing the required native grasses within the buffer zone? - Is the Council open to continued agricultural use within the buffer zone of the two residential lots along Oakdale Drive? • This means some areas of the buffer zone will sometimes have trees, but these trees will be subject to removal at the property owner’s discretion since this would be part of their tree farm. • There is also a portion of the buffer zone that is being farmed but no trees are planted. The field line is noted in the northwest corner of Lot 1, Block 5. - Does the Council believe the proposed number of trees and shrubs qualify as thickly planted? - Does the Council want the right-of-way along Oakdale Drive to still be planted with native grasses as required in the approving resolutions to achieve the design objectives of Section 940.050, Subd. 1(F)? Staff prepared a resolution that assumes the Council is open to providing further flexibility from the buffer zone and variance conditions based on the applicant’s request, but it still requires the following: - Native trees and shrubs within the buffer zone area that was not pre-existing at the time of the preliminary plat application or within the identified agricultural areas. - Native grasses within the right-of-way along Oakdale Drive. T The City Council can approve the included revision resolution as drafted, propose alternative language/deviations, or choose to make no changes to the original approvals (a new resolution is not required for this option). If the Council believes no changes are warranted to the original approving resolution, direction should be provided to staff and the applicant regarding whether the level of plantings proposed on the native planting exhibit are appropriate. 4. Recommendation Staff recommends no changes to the original approvals. Attachments 1. Resolution 2025-62 Approving Revisions to Preliminary and Final Plat Resolutions 142 Page 8 of 8 2. Resolution 2025-63 Approving Revisions to Variance Resolution 3. Applicant Narrative: Outlot Ownership 4. Applicant Proposed Outlot Covenants 5. Applicant Narrative: Buffer Zone 6. Applicant Proposed Native Planting Exhibit Received May 29, 2025 7. Resolution 2024-50 Approving the Preliminary Plat for Heather Meadows 3rd Addition 8. Resolution 2025-52 Approving Variances for Heather Meadows 3rd Addition 9. Resolution 2024-99 Approving the Final Plat and Development Contract for Heather Meadows 3rd Addition 143 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-62 Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING REVISIONS TO RESOLUTION 2024-50 AND RESOLUTION 2024-99 APPROVING THE PRELIMINARY PLAT AND FINAL PLAT FOR “HEATHER MEADOWS 3RD ADDITION” (CITY FILE NO. 24-032) WHEREAS, Mark and Markus Lee of ML Unlimited LLC (“the applicant”) request approval of revisions to language included in the preliminary plat and final plat approvals for the Heather Meadows 3rd Addition subdivision as it relates to the property described as follows: See Attachment A. WHEREAS, Resolution 2024-50 approved the preliminary plat for Heather Meadows 3rd Addition, and; WHEREAS, Resolution 2024-99 approved the final plat for Heather Meadows 3rd Addition; and WHEREAS, the following specific language was included in both resolutions regarding the restrictive covenants for the outlots as it pertains to ownership: a) The open space outlots can be dedicated to the City if accepted by the City. b) The open space outlots can be sold to the owner of Lot 1, Block 4. c) The open space outlots can be dedicated to a Homeowners Association that comprises a majority of the homes within this development. d) The open space outlots can be sold to a developer once municipal sewer and water are available. WHEREAS, the City Council reviewed the applicant’s request at a public meeting, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the applicant’s request in part and denies the applicant’s request in part subject to the following findings and conditions: 1. The following language shall be included for the covenants on Outlot A since it includes a portion of the stormwater pond that serves the development and is considered a common service facility: a. Open space Outlot A can be dedicated to the City if accepted by the City. b. Open space Outlot A can be sold or transferred to the owner of Lot 1, Block 4. c. Open space Outlot A can be dedicated to a Homeowners Association that comprises a majority of the homes within this development. d. Open space Outlot A can be sold to a developer once municipal sewer and water are available. 2. The following language shall be included for the covenants on Outlot B as it does not qualify as a common area: a. Open Space Outlot B can be dedicated to the City if accepted by the City. 144 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-62 Page 2 of 3 b. Open Space Outlot B can be sold or transferred to any individual or entity, provided that any future owner of the outlots remains subject to and complies with all covenants, conditions, restrictions, and applicable development limitations, including adherence to the Preservation, Restoration, and Management Plan. c. Open Space Outlot B can be dedicated to a Homeowners Association that comprises a majority of the homes within this development. d. Open Space Outlot B can be sold to a developer once municipal sewer and water are available. In such case, the outlot can be developed based on the prevailing City Subdivision and Zoning Ordinances at that time, and other restrictive covenants, including the Preservation, Restoration, and Management Plan are no longer applicable. 3. The applicant shall provide the covenants for the outlots for final review and approval by the City Attorney. 4. The applicant shall record the following with the Hennepin County’s Recorder’s Office and provide proof of recording to the City: a. This approving Resolution. b. The Outlot Covenants including the Preservation, Restoration, and Management Plan. 5. The Heather Meadows 3rd Addition development is subject to a stop work order should the above recording requirements not be satisfied. 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 12th day of June 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deborah Johnson – City Clerk ATTACHMENT A 145 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-62 Page 3 of 3 Outlots A and B, HEATHER MEADOWS 3RD ADDITION, Hennepin County, Minnesota. 146 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-63 Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING REVISIONS TO RESOLUTION 2024-52 APPROVING VARIANCES FOR “HEATHER MEADOWS 3RD ADDITION” (CITY FILE NO. 24-032) WHEREAS, Mark and Markus Lee of ML Unlimited LLC (“the applicant”) request approval of revisions to language included in the variance approvals for the Heather Meadows 3rd Addition subdivision as it relates to the property described as follows: See Attachment A. WHEREAS, Resolution 2024-52 approved variances for Heather Meadows 3rd Addition related to the required buffer zone and agricultural structure setback. WHEREAS, Resolution 2024-52 required planting of a thick buffer zone that includes native grasses, trees, and shrubs where it will not conflict with existing structures as a condition to mitigate the impact of granting the variances. WHEREAS, the City Council reviewed the applicant’s request at a public meeting, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request to further reduce the buffer zone requirements subject to the following findings and conditions; 1. The Native Planting Exhibit received May 29, 2025, is approved unless otherwise revised by this Resolution. 2. Native grasses are not required within the buffer zone or the 91’ setback for an agricultural structure on Lot 1, Block 4. 3. Native trees and shrubs required for the buffer zone and 91’ setback are not required where Lot 1, Block 4 and Lot 1, Block 5 are used for agriculture. 4. Trees and shrubs that existed within the buffer zone area and 91’ setback prior to 2024 but are not considered a native species are allowed to remain. 5. Existing trees and shrubs within the buffer zone area and 91’ setback but not grandfathered in prior to the development application shall be confirmed as or replaced with a native species. 6. The Native Planting Exhibit must be revised to reflect the following: a. The species of all new plantings proposed in the buffer zone. i. No more than 33% of the required new trees in the buffer zone can be of the same species. b. Native grasses are required in the right-of-way along Oakdale Drive 147 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-63 Page 2 of 3 7. The applicant is required to record this resolution with the Hennepin County’s Recorder’s Office and provide proof of recording to the City. 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 12th day of June 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deborah Johnson – City Clerk 148 City of Corcoran June 12, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-63 Page 3 of 3 ATTACHMENT A Lot 1, Block 4, HEATHER MEADOWS 3RD ADDITION, Hennepin County, Minnesota. Lot 1, Block 5, HEATHER MEADOWS 3RD ADDITION, Hennepin County, Minnesota. 149 Narrative Outlot Covenants We believe that it is reasonable to have the ability to sell the outlots to any individual or entity as long as the individual or entity remains subject to and complies with all covenants, conditions, restrictions, and applicable development limitations as set forth herein, including adherence to the Preservation, Restoration, and Management Plan set forth. 150 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS (HEATHER MEADOWS 3RD ADDITION - OUTLOT A AND OUTLOT B) This Declaration is made on _________________________, 2025, by ML Unlimited LLC, a Minnesota limited liability company ("Declarant"). RECITALS WHEREAS, Declarant is the owner of certain real property located in Corcoran, Minnesota, legally described as O utlot A and Outlot B, Heather Meadows 3rd Addition, Hennepin County, Minnesota (hereinafter referred to as the "Property"); WHEREAS, Declarant desires to establish covenants, conditions, restrictions, reservations, and easements for the benefit and orderly use of the Property; NOW, THEREFORE, Declarant declares that Outlot A and Outlot B shall be held, sold, and conveyed subject to the following covenants, conditions, restrictions, reservations, and easements, all of which are for the purpose of preserving and enhancing the value and use of the Property. These provisions shall run with the land and be binding upon all parties having any right, title, or interest in the Property or any part thereof, and shall inure to the benefit of each owner thereof. SECTION 1 RESTRICTIONS AND CONDITIONS ON OUTLOT A AND OUTLOT B 1.1 Restriction on Further Development No further development of Outlot A or Outlot B shall occur until municipal sewer and water services are deemed available to the site by the City of Corcoran. At such time that these utilities become available, the open space may be developed in accordance with the zoning and development regulations in effect at that time and shall comply with all applicable development standards for urban densities. 1.2 Ownership and Disposition of Open Space Outlots The ownership and future disposition of Outlot A and Outlot B shall be subject to the following provisions: - The outlots may be dedicated to the City of Corcoran, subject to the City's acceptance; - The outlots may be sold to the owner of Lot 1, Block 4, Heather Meadows 3rd Addition; - The outlots may be dedicated to a Homeowners Association that comprises a majority of the homes within Heather Meadows 3rd Addition; - The outlots may be sold to a developer, but only after municipal sewer and water are deemed available to the site by the City of Corcoran; - The outlots may be sold or transferred to any individual or entity, provided that any future owner of the outlots remains subject to and complies with all covenants, conditions, 151 restrictions, and applicable development limitations as set forth herein, including adherence to the Preservation, Restoration, and Management Plan if applicable. 1.3 Preservation Plan Compliance Outlot A and Outlot B shall be subject to the Preservation, Restoration, and Management Plan (Exhibit A), but only if active farming activities on the outlots cease. If farming practices cease on either Outlot A or Outlot B, then the specific outlot on which farming ceases shall become subject to the standards and requirements set forth in the Preservation, Restoration, and Management Plan. The other outlot shall remain excluded from such requirements for so long as active farming continues. Upon the termination of farming operations on any outlot, all use, maintenance, and any potential development of that outlot shall comply with the standards and requirements set forth in the Preservation, Restoration, and Management Plan (Exhibit A). IN WITNESS WHEREOF, Declarant has executed this Declaration as of the day and year first above written. ML Unlimited LLC By: ___________________________________ Its: ___________________________________ STATE OF MINNESOTA COUNTY OF ________________ The foregoing instrument was acknowledged before me this ____ day of _______________, 2025, by ________________________________, the __________________________ of ML Unlimited LLC, a Minnesota limited liability company, on behalf of the company. _______________________________ Notary Public Drafted By: Markus Lee 22901 Oakdale Drive Corcoran, Mn 55374 152 EXHIBIT A Heather Meadows 3rd Addition Preservation, Restoration, and Management Plan for Open Space (Outlot A and Outlot B) 1. Purpose and Objective The objective of this plan is to outline the preservation, restoration, and management strategies for the open space portions (Outlot A and Outlot B) of the Heather Meadows 3rd Addition. The plan is designed to maintain the land's agricultural productivity, enhance ecological value through tree farming, and ensure sustainable land use practices in alignment with the future zoning regulations of the City of Corcoran. 2. Land Use and Management Practices 2.1 Current Use: Cash Crop Agriculture • Preservation: The land will continue to be used for cash crop agriculture, supporting the local agricultural economy and maintaining soil health. • Management: The land will be regularly tilled, planted, watered, and harvested in accordance with best practices for cash crop farming. • Soil Conservation: Practices such as crop rotation, cover cropping, and minimal tillage will be implemented to prevent soil erosion and degradation. 2.2 Tree Farming Operations • Tree Planting: Selected tree species will be planted in designated rows within the open space areas. The tree species will be chosen based on local climate suitability, soil conditions, and intended use for Lee’s Tree Farm. • Cover Crop Management: Clover and grass cover crops will be planted between tree rows to reduce soil erosion, enhance soil fertility, and promote biodiversity. • Maintenance: Regular watering, mowing, and weeding will be conducted to ensure the healthy growth of both the trees and cover crops. • Harvesting: Trees and cash crops will be harvested according to the farm’s operational schedule and sustainable harvesting practices. 2.3 Future Use: Transition to Native Grasses and Trees • In the event that agricultural and tree farming operations cease before a change in zoning: The open space areas will be restored by planting native grasses and trees. These species will be chosen to enhance local biodiversity, prevent soil erosion, and create a natural habitat for local wildlife. • Timeframe: Should the agricultural operations cease, a final design of the open space and establishment plan must be submitted to the city within 30 days of the agricultural use 153 EXHIBIT A ending for administrative review and approval. A visual aid depicting the open space and proposed improvements shall be included in this (future) submittal. • Restoring Outlots A and B to Native Prairie Upland areas will be restored per city requirements, Located in Section 1050 (overlay districts) of the City Code. Plantings will include Native prairie grass and native forb mixes such as Little Bluestem (Schizachyrium scoparium), Big Bluestem (Andropogon gerardii), Indian Grass (Sorghastrum nutans), Prairie Clover (Dalea purpurea), and mixed pollinator- friendly wildflowers. A Seed mix such as Mesic Prairie General 35-242 used from Minnesota board of water and soil resources will be used. • Wetland Buffer monuments: As Described in Section 1050 (overlay districts) of the Corcoran city code, a permanent wetland buffer monument shall be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. If no buffer is required, the monument shall be at the edge of the wetland. (See Sheet 8 “Wetland buffer and tree preservation plan” on Heather Meadows 3rd Addition construction set) • Wetland Buffers: As Described in Section 1050 (overlay districts) of the Corcoran city code, a wetland buffer shall be installed around all wetlands in Outlots A and B. (See Sheet 8 “Wetland buffer and tree preservation plan” on Heather Meadows 3rd Addition construction set) • Three-Year Maintenance Plan The planted native species will be maintained with minimal intervention, allowing for natural ecological succession. Periodic mowing may be conducted to manage grass height and prevent the establishment of invasive species. Below Depicts the Maintenance plan intended to accomplish best results over a 3 year period. Year 1 Type 3 erosion control blanket will be used on slopes 3:1 or greater unless hydroseeding has been applied. Years 1 -3 Mowing shall occur as needed throughout the growing season for three years to control noxious weeds. Weeds shall be managed through hand pulling or spot spraying. Trees and shrubs shall be pruned only in cases of damage or broken branches. Inlets must remain clear of debris. Filtration basins and ponds shall be monitored and any debris removed promptly. • Review of Maintenance Plan 154 EXHIBIT A The duration of the maintenance plan will be reassessed based on the final submitted design and plantings. • Removal of agriculture accessory structure buildings on Lot 1 Block 4 Within 30 days of agricultural use ending on Outlots A and B, all agricultural accessory structure buildings will be removed by the property owner of the outlot using heavy equipment. Building debris will be hauled offsite to landfill and/or concrete recycling facility. Grass will be planted where the buildings were located. A Subcontractor may be hired by the property owner of the outlot to perform work. The property owner is responsible for applying for and obtaining all necessary permits for demolition of the buildings. • Inspection and Compliance The City of Corcoran reserves the right to inspect Outlot A and Outlot B at any time to ensure that the provisions outlined in this management plan are being properly implemented. Inspections may be conducted by city officials or their designated representatives, and the property owners will be required to provide access to the land as needed. • Responsibilities & Financial Guarantees The property owner of the outlot is responsible for transitioning the farmed open space into a native prairie. The property owner of the outlot is responsible for the removal of agricultural accessory structures on Lot 1, Block 4. The City of Corcoran may require financial guarantees to ensure compliance with demolition, restoration, seeding, cutting, and planting obligations as outlined in this plan. 3. Reporting and Documentation • Lee’s Tree Farm shall maintain records of agricultural activities, tree planting, cover crop management, and any other relevant land management practices. 4. Amendments to the Plan • Any changes or amendments to this plan must be submitted to and approved by the City of Corcoran. The property owners shall notify the city of any significant changes in land use or management practices. 5. Effective Date • This plan shall take effect upon approval by the City of Corcoran and shall remain in effect until amended or rescinded with the consent of the City of Corcoran. 155 Narrative Native Planting Along Oakdale Drive We request to eliminate all Native grass plantings from the Buffer zone. We also request to leave the buffer zone exactly the way it presently is. It is unreasonable to require Native grasses to grow in the yard of either properties (22901 Oakdale Drive and 22925 Oakdale Drive). The trees and shrubs required in the planting exhibit have already been planted and are posing no issues. According to city code, the Purpose for the Buffer zone requirement is to Minimize land use conflicts and we do not feel there is any conflict. There are two highlighted areas on the native planting exhibit that are currently planted in trees to be harvested at a later date and we feel that there is no reason to remove the existing trees only to plant native grass. These areas have good soil conditions very well suited for farming. These are both existing homesites that are not causing any eye sore from Oakdale drive. The developed area will not be visible from Oakdale drive even without planting the native grasses. 156 Denotes actively farmed ground 157 15 8 15 9 16 0 16 1 16 2 16 3 16 4 16 5 16 6 16 7 16 8 16 9 170 171 172 173 174 175 176 STAFF REPORT Agenda Item: 8.a Council Meeting: June 12, 2025 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: City Park Bid Results Action Required: Discussion Summary Project History: December 19, 2024: The Parks and Trails Commission received a memo summarizing public feedback: Strong preference for the inclusion of a splashpad and playground. Emphasis on connectivity and safety, particularly regarding paths and safe crossings. Of the 197 survey responses, the majority were from families with children aged 25-44, with 90% residing in Corcoran. December 19, 2024 & January 16, 2025: The Parks and Trails Commission reviewed 60% designs and recommended vendors for the playground (Playworld) and splashpad (Aquatix). February 23, 2025: The City Council approved 60% designs and provided direction for 90% project designs. This direction was to proceed with a combination of scenarios 1B and 2A from the report, to include the full park building, playground, and explore paved parking options. Due to funding limitations, the splashpad was postponed to a future phase, with current plans including a designated area for the splashpad with stubbed utility connections. March 20, 2025: The Parks and Trails Commission reviewed 90% designs and provided feedback on the design and playground equipment options. April 24, 2025: The City Council approved going out to bid on the site work (parking lot, grading, utilities, etc.) and park building. May 1, 2025: The Planning Commission held a public hearing on the proposed site plan and variance for the City Park Remaster and recommended approval of the project. May 2, 2025: Both bids were posted, with bid openings both occurring on May 28, 2025. May 22, 2025: The City Council approved the site plan and variance for the City Park Remaster. Anticipated Next Steps: Task Date CC meeting to discuss options Thursday, June 12, 2025 CC meeting to request approval of bids Monday, June 23, 2025 Start construction Mid-July, 2025 Site work completion (substantial)October 15, 2025 Site work completion (final)May 29, 2026 Building completion May 29, 2026 Bid Review Bids were received and reviewed in coordination with project consultants, Stantec (site work) and Oertel Architects (building). 177 This report is intended to update the City Council on the bid results, outline recommendations from consultants and staff, and invite discussion on key alternate items ahead of a formal approval request at the June 23, 2025, City Council meeting. The bid for site work consisted of the base bid and six alternates (A-F): A – Boardwalk (part of the Diamond Lake Regional Trail) B – Diamond Lake Regional Trail segment C – Full parking lot paving D – Pinwheel trail paving E – Pedestrian lighting F – Athletic field irrigation Stantec and staff reviewed the 8 received bids, with the low bidder being Fehn Companies, Inc. Staff recommends accepting the base bid plus alternates A (boardwalk), B (Regional Trail), C (Parking Lot), D (Pinwheel Trail), and F (Field Irrigation). Additional information regarding each is included in the attached memo from Stantec. These alternates offer long-term functional and operational value. The inclusion of the boardwalk and trail components qualifies for reimbursement through the cooperative agreement with Three Rivers Park District – up to $525,000 in 2025, with a potential additional $525,000 in 2026 if needed. Staff is working with Three Rivers Park District to keep them informed of updates and navigating the cooperative agreement process. Staff is also working through reimbursement for segments of the trail that are not within the park, as anticipated incoming park dedication funds. The bid for the building consisted of a base lump sum, in which the alternates are included in the lump sum. Should Council wish to exclude either or both alternates, those costs would be deducted from the lump sum. Two alternates were included: #1 – Interior room partition #2 – Eastern building overhang Oertel and staff reviewed the 10 received bids. Oertel discussed the project and bid conditions with the apparent low bidder, Valint Construction Services to ensure the scope and any outliers were confirmed. Staff is looking for discussion regarding the alternates and if the Council would like to include the internal partition and external overhang. Project Funding and Budget Snapshot To date, the paid expenses for design, concept planning, construction documentation, bid preparation, federal grant administration, etc. is approximately $585,000. There are invoices that will still come in for construction documents and bidding, estimated at $75,000. Also included in the project scope is the proposed playground purchase using state contract pricing, with a direct quote from Midwest Playscapes for $850,000. Staff is coordinating with the Wacker/Espeseth 178 family and See my Legacy, a third-party donation facilitator, regrading contributions toward the playground in memory of Bri Espeseth. Pages for streamlined community donations are being created to enable donations more seamlessly. Projected costs: • Playground: $850,000 • Site work (Fehn bid): $2,803,352.01, with all alternates • Building (Valint bid): $2,215,125.00, with internal divider and external overhang • Interim invoices: estimated at $75,000 • Water connection fee to Maple Grove for irrigated areas: $15,000 • Electrical service by Wright-Hennepin: $20,000-$30,000 • Construction administration: 6-7% of construction cost (estimated at $200,000-300,000) • Geotechnical services: approximately $35,000 • WAC/SAC: $10,000 Total projected costs: $6,203,477.01 (with alternates, divider, and overhang ; $25,000 for electrical service, $250,000 used for construction administration) External funding: • Up to $525,000 – Three Rivers Park District reimbursement (2025) • $500,000 – HUD Federal Fund reimbursement • $300,000 – Hennepin County Youth Sports Grant reimbursement • $100,00 – NW Area Jaycees donation • $45,000 – Hanover Athletic Association • ~$5,500 – Corcoran Athletic Association Total external funding committed is to $1,475,500. Additional donations are anticipated. Staff is waiting to hear if the City is chosen for the DNR Outdoor Recreation Grant, which would be used towards the playground. Once there is information regarding grant awardees, staff will update the Council regarding playground possible next steps. The Park Dedication Fund balance, as of June 3, 2025, was $5,796,902.28. This reflects the approximately $585,000 already paid towards this project. $6,203,477.01 - $1,475,500 = $4,727,977.01 Projected costs – external funding = Park Dedication Need As additional donations or funding is finalized, the reliance on the park dedication fund would be reduced further. Incoming park dedication is anticipated in the near future as the City works through the finalization of 3 approved final plats and the reimbursement process with Three Rivers Park District for the constructed segments of the Diamond Lake Regional Trail. The bids received reflect today’s construction market, with real numbers. While some bids came in underestimate, other exceeded the estimates, highlighting the competitive market that exists. Both Stantec and Oertel engaged in detailed conversations with the recommended contractors to validate pricing and scope, including clarifications on outliers within the bids. The current bids likely represent the most cost-effective opportunity to deliver the project at its current scale. 179 Requested Council Discussion No formal action is requested at this meeting. However, staff seeks direction and discussion on the following items to ensure that items brought forward at the Monday, June 23, 2025, City Council meeting reflect the Council’s intent: 1. Site work alternates: 1. Does Council support staff’s recommendation to include alternates A, B, C, D, and F? 2. What are the Council’s thoughts on Alternate E (Pedestrian Lighting)? 2. Building alternates: 1. Does Council support including the interior room partition and eastern overhang? Financial/Budget No financial impact is requested during this meeting, but Council might consider the bid amounts when providing feedback on the alternates and Park Dedication Fund impact. Options 1. Review the information included in the staff report and attachments. Provide staff direction on the preferred project alternatives to be brought back to request formal approval from the City Council at the June 23, 2025, meeting. 2. Table the information for a future meeting. Note: This option will likely delay the project timeline. 3. Provide staff with alternative direction. Recommendation Review the information included in the staff report and attachments. Provide staff direction on the preferred project alternatives to be brought back to request formal approval from the City Council at the June 23, 2025, meeting. Council Action Review the information included in the staff report and attachments. Provide staff direction on the preferred project alternatives to be brought back to request formal approval from the City Council at the June 23, 2025, meeting. Attachments 1. City Park Site Plans.pdf 2. Stantec Memo - Bid Results.pdf 3. Bid Tabulations - Site Work.pdf 4. Oertel - Letter of Rec.pdf 5. Bid Tabulations - Building.pdf 180 llllllll l l l l l l l l lll l l l l l l l l X X X X X X X X X X X X SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 0 1 / 2 0 2 5 - 4 : 4 4 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 1 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 - S 1 0 1 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D C-101 OV E R A L L S I T E P L A N 1.SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N C-104 C-102C-103 C-105 181 llllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l llllll l l l l l 6 . 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) RESPREAD SALVAGED GRAVEL PEDESTRIAN RAMP (ALTERNATE BID) R30 . 0 0 PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER TRANSFORMER LOCATION - SEE ELECTRICAL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 REINSTALL SALVAGED BLEACHERS (INCIDENTAL) REINSTALL LIGHT POLE (INCIDENTAL) REINSTALL SALVAGED FENCE (INCIDENTAL) WETLAND EDGE REINSTALL SALVAGED FENCE (INCIDENTAL) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R3 0 0 . 0 0 APPROXIMATE STAGING AREA FOR BUILDING CONTRACTOR. SITE CONTRACTOR SHALL COORDINATE GRADING AND RESTORATION WITH BUILDING CONTRACTOR SCHEDULE/PHASING BIKE RACK - SEE LANDSCAPE PLANS PLAYGROUND DESIGN BY OTHERS SEE LANDSCAPE PLANS CONCRETE PAD FOR TRASH ENCLOSURE (TRASH ENCLOSURE INSTALLED BY BUILDING CONTRACTOR) KNOCKDOWN CURB AT TRASH ENCLOSURE SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 0 1 / 2 0 2 5 - 4 : 4 5 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D C-102 SI T E P L A N 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES NSEE SHEET C-105 SE E S H E E T C - 1 0 3 182 X X X X X X X X X X X X 12 . 2 26.0 26.0 26.0 9 . 0 18. 5 WETLAND EDGE (TYP.) 34 . 0 26.0 10 . 0 ' FUTURE TRAIL 10 . 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) ADA STALL (BASE BID; TO BE REMOVE IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) CENTRAL STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLANS 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) R 3 0 . 0 0 R30 . 0 0 LANDSCAPE ISLAND CURB (BASE BID) RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER GRAVEL SURFACE (BASE BID) PAVED SURFACE (ALTERNATE -SEE SHEET C-103A) R47 . 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL R4.0 0 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN SOUTH STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) R1 9 5 . 0 0 R4 9 5 . 0 0 R19 5 . 0 0 R760 . 8 9 PARKING LOT PAVEMENT APPROXIMATE STAGING AREA FOR BUILDING CONTRACTOR. SITE CONTRACTOR SHALL COORDINATE GRADING AND RESTORATION WITH BUILDING CONTRACTOR SCHEDULE/PHASING ADA STALLS (BASE BID)CONCRETE ADA PEDESTRIAN CURB RAMP CONCRETE ADA PEDESTRIAN CURB RAMP ADA ACCESS AISLE (TYP.) CONCRETE ADA PEDESTRIAN CURB RAMP CURB CUT AT FUTURE SIDEWALK PEDESTRIAN CROSSING (TYP.) BIKE RACK - SEE LANDSCAPE PLANS CONCRETE PAD FOR TRASH ENCLOSURE (TRASH ENCLOSURE INSTALLED BY BUILDING CONTRACTOR) KNOCKDOWN CURB AT TRASH ENCLOSURE R 7 . 0 0 18.5 18.5 18.5 TREE (TYP.) - SEE LANDSCAPE PLAN CONCRETE BOLLARD (TYP. OF 2) SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 4 / 2 0 2 5 - 6 : 0 8 p m Dr a w i n g n a m e : \ \ u s 0 2 4 2 - p p f s s 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D U: \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 5 L I B R A R Y \ I M A G E S \ H e g l a n d - S . j p g C-103 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND 2. PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. 3. SEE SHEET C-103A FOR THE FULL PAVEMENT PARKING LOT ALTERNATE LAYOUT. 4. SEE LANDSCAPE DRAWINGS FOR CONCRETE JOINTING LAYOUT. 5. PROVIDE CURB CUTS AND ADA COMPLIANT PEDESTRIAN RAMPS AT ADA STALLS (INCIDENTAL). NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 1 A D D E N D U M 1 05 / 1 5 / 2 0 2 5 1 183 X X X X X X X X X X X X 12 . 2 12 . 2 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 9.1 9. 0 9. 0 9. 0 6. 0 37.0 37.0 37.0 37.0 9 . 0 18. 5 10 . 0 10 . 0 10 . 0 WETLAND EDGE (TYP.) 26.0 34 . 0 26.0 26.0 9. 0 6. 0 6. 0 10 . 0 ' 8.0 18.5 18.5 FUTURE TRAIL 8.0 10 . 0 9. 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) ADA STALL (ALTERNATE BID) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) CENTRAL STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLANS 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) LANDSCAPE ISLAND CURB (ALTERNATE) 8' WIDE LOCAL TRAIL (ALTERNATE BID) LANDSCAPE ISLAND CURB (ALTERNATE) 26 . 0 ' CONCRETE CURB AND GUTTER DESIGN B618 (ALTERNATE BID; NO PERIMETER CURB IN BASE BID SOUTH AND WEST OF RIBBON CURB IN PARKING LOT) R 3 0 . 0 0 R30 . 0 0 LANDSCAPE ISLAND CURB (BASE BID) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER R47 . 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL ADA SIGN (TYP.) LANDSCAPE ISLAND CURB (ALTERNATE) R4.0 0 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN SOUTH STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION 6' WIDE SIDEWALK (ALTERNATE) 6' WIDE SIDEWALK (ALTERNATE) PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS ADA STALLS (ALTERNATE BID) 18.5 18.5 R1 4 5 . 0 0 R1 9 5 . 0 0 CURB CUT AT SIDEWALK PEDESTRIAN CROSSING (TYP.) PAVED SURFACE FULL PARKING LOT (ALTERNATE) 10 . 0 APPROXIMATE STAGING AREA FOR BUILDING CONTRACTOR. SITE CONTRACTOR SHALL COORDINATE GRADING AND RESTORATION WITH BUILDING CONTRACTOR SCHEDULE/PHASING ADA ACCESS AISLE (TYP.) ADA STALLS (BASE BID)CONCRETE ADA PEDESTRIAN CURB RAMP CONCRETE ADA PEDESTRIAN CURB RAMP BIKE RACK - SEE LANDSCAPE PLANS CONCRETE PAD FOR TRASH ENCLOSURE (TRASH ENCLOSURE INSTALLED BY BUILDING CONTRACTOR) KNOCKDOWN CURB AT TRASH ENCLOSURE R 7 . 0 0 TREE (TYP.) - SEE LANDSCAPE PLAN 6' WIDE SIDEWALK (ALTERNATE) 18.5 18.5 18.5 CURB CUT AT TRAIL CONCRETE BOLLARD (TYP. OF 2) R1 9 5 . 0 0 R4 9 5 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 5 / 2 0 2 5 - 1 : 5 6 p m Dr a w i n g n a m e : \ \ u s 0 2 4 2 - p p f s s 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D U: \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 5 L I B R A R Y \ I M A G E S \ H e g l a n d - S . j p g C-103A SI T E P L A N F U L L P A R K I N G L O T PA V I N G ( A L T E R N A T E ) 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND. 2. PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. 3. SEE LANDSCAPE DRAWINGS FOR CONCRETE JOINTING LAYOUT. 4. PROVIDE CURB CUTS AND ADA COMPLIANT PEDESTRIAN RAM PS AT ADA STALLS (INCIDENTAL). NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 1 A D D E N D U M 1 05 / 1 5 / 2 0 2 5 1 184 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 6.0 6. 0 BOARDWALK - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS PAVE PINWHEEL TRAIL (ALTERNATE BID) PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE REGIONAL BITUMINOUS TRAIL (ALTERNATE BID) SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) BOARDWALK (ALTERNATE BID) R40 0 . 0 0 R2 8 5 . 0 0 R 2 8 5 . 0 0 R193.70 R1 8 5 . 0 0 WETLAND PERMITS FOR THE PROJECT STIPULATE THAT THERE CAN BE NO PERMANENT LOSS OF WETLAND AREA. TO ENSURE THIS OBLIGATION IS MET, ADEQUATE MEASURES MUST BE TAKEN TO RESTORE DISTURBED WETLANDS TO PRE-CONSTRUCTION CONDITIONS TO THE EXTEND POSSIBLE. CONCRETE APRON -SEE DETAIL 4/S502 CONCRETE APRON -SEE DETAIL 4/S502 R10 . 0 0 R1 0 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 4 / 2 0 2 5 - 6 : 2 8 p m Dr a w i n g n a m e : \ \ u s 0 2 4 2 - p p f s s 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D U: \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 5 L I B R A R Y \ I M A G E S \ H e g l a n d - S . j p g C-104 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N SEE SHEET C-103 SE E S H E E T C - 1 0 5 1 A D D E N D U M 1 05 / 1 5 / 2 0 2 5 1 1 1 185 X X X X l l l l l l l l l l l l l l l PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 10.0 6.0 6. 0 6 . 0 PEDESTRIAN RAMP (ALTERNATE BID) 6' WIDE CONCRETE SIDEWALK (TYP.) GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 PLAYGROUND AREA - SEE LANDSCAPE PLANS PATCH PAVEMENT (MATCH EXISTING THICKNESS) (ALTERNATE BID) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R16 0 . 0 0 R16 0 . 0 0 R40 0 . 0 0 R26 3 . 0 0 R14 0 . 0 0 R 1 0 . 0 0 R5.00 R 2 0 . 0 0 R15.00 R 1 5 . 0 0 R 7 4 . 0 0 R1 4 0 . 0 0 R 1 1 . 7 9 R1 0 0 . 0 0 R 1 0 0 . 0 0 R 1 0 0 . 0 0 CHAIN LINK FENCE - 32 LF CHAIN LINK FENCE - 24 LF SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 4 / 2 0 2 5 - 6 : 2 9 p m Dr a w i n g n a m e : \ \ u s 0 2 4 2 - p p f s s 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 05 / 0 1 / 2 0 2 5 52 2 4 3 05 / 0 1 / 2 0 2 5 0 IS S U E D F O R B I D U: \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 5 L I B R A R Y \ I M A G E S \ H e g l a n d - S . j p g C-105 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N SEE SHEET C-102 SE E S H E E T C - 1 0 4 1 A D D E N D U M 1 05 / 1 5 / 2 0 2 5 1 186 Memo To: Jessica Christensen Buck, CPRP Parks and Recreation Manager From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: June 3, 2025 Subject: Present Bid Results – City Park Improvements Council Action Requested Staff is recommending Council provide staff direction on the preferred project alternatives to be brought back to request formal approval from the City Council. Bid Results Eight bids were received on Wednesday, May 28th, 2025 for the City Parks Improvement Project. Bid results are summarized below and details are provided in the attached bit tabulation. Contractor Fehn Companies Inc. New Look Contracting, Inc. Peterson Companies Sunram Construction, Inc. BCI Construction. Inc. Park Construction Co. U.S. SiteWork, Inc. Veit & Company, Inc. Bid Placement Low #2 #3 #4 #5 #6 #7 #8 Base Bid $1,797,412.70 $1,997,613.15 $2,160,859.85 $2,183,631.00 $2,246,759.78 $2,400,680.25 $2,457,132.70 $2,538,010.38 Bid Alt A $331,829.11 $372,247.85 $367,579.35 $354,512.15 $358,454.92 $346,515.70 $401,347.60 $371,226.10 Bid Alt B $160,028.08 $161,075.25 $311,080.10 $188,736.05 $176,741.54 $195,042.15 $196,186.30 $216,431.70 Bid Alt C $211,465.98 $224,577.50 $224,450.70 $223,835.60 $228,280.20 $203,454.58 $225,684.70 $270,793.25 Bid Alt D $37,279.82 $39,076 $38,256.20 $37,829.50 $41,726.60 $43,834.38 $40,686.00 $49,397.00 Bid Alt E $206,366.14 $77,464.25 $213,297.35 $78,985.50 $76,341.98 $208,142.15 $212,202.00 $228,354.75 Bid Alt F $58,970.18 $71,400 $40,460.00 $107,720.00 $73,772.31 $41,882.20 $47,240.00 $77,340.00 Base Bid and All Alternates $2,803,352.01 $2,943,454.00 $3,355,983.55 $3,175,249.80 $3,202,077.33 $3,439,551.41 $3,580,479.30 $3,751,553.18 The low bidder was Fehn Companies Inc. for both the base bid as well as all potential base bid plus bid alternative scenarios. 187 June 3, 2025 Jessica Christensen Buck, CPRP Page 2 of 5 Reference: City Park Improvements –Bid Results Alternates Below is a summary of the alternates bid with this project. Regardless of which combination of alternates awarded, the low bidder will remain Fehn Companies Inc. Bid Alternate #A: Boardwalk This bid alternate will install the boardwalk as part of the regional trail through the northwest portion of the park. As a portion of this reginal trail crosses a wetland, a boardwalk was required to avoid impacts to the wetland. The cost of the boardwalk would be eligible for reimbursement through Three Rivers Park District. Bid Alternate A Amount $331,829.11. Staff would recommend to the City Council to accept Bid Alternate A for the boardwalk construction as the overall costs of the boardwalk and trail construction would be fully reimbursed by Three Rivers Park District. Figure 1: Location of Boardwalk for Regional Trail Bid Alternate #B: Regional Trail This bid alternate is for the installation of the regional trail around the perimeter of the park. The work includes the grading, aggregate base, paving and restoration of the areas in which the reginal trail runs. This trail extension will connect to the trail stub at the entrance to County Road 10 and route the trail around the western side of the athletic fields, ultimately connecting to the parking lot along the south of the park. Bid Alternate B Amount $160,028.08. Staff would recommend that he City Council to accept Bid Alternate B for the regional trail construction as the overall costs for the regional trail and boardwalk would be fully reimbursed by Three Rivers Park District. 188 June 3, 2025 Jessica Christensen Buck, CPRP Page 3 of 5 Reference: City Park Improvements –Bid Results Bid Alternate #C: Parking Lot Paving Bid alternate #C will construct the full limits of the proposed parking lot to a bituminous parking with concrete curb and gutter. The base bid for the project had included paving the northeastern portion of the parking lot and leaving the remainder as a gravel surfacing w hich ready to be paved in the future. Bid Alternate #C Amount $211,465.98. Staff would recommend approving Bid Alternate C on the project. By paving the entire parking lot, the park project will be more in line with other projects in which the full parking lot areas is paved with concrete curb and gutter. Also, a paved parking lot will create a much better facility for both the staff to maintain as well as the users. Stormwater runoff from gravel parking lots is difficult to maintain and given it is draining to the newly constructed BMP, it would take considerable maintenance from public works staff to ensure that any sediment or debris is not washed out. Additionally, with any newly constructed gravel surface, it takes some time for the surface to fully set and is often wet and soft on the surface after rain events. A new gravel lot would need to be graded routinely to correct the surface rutting and address tracking of sediment from the lot. Figure 2: Paved Parking Lot Area Bid Alternate #D: Pinwheel Trail Pavement This bid alternate will install paving over the interior “pinwheel” of the ballfield complex. This would pave over the existing gravel trails within the complex to match the newly paved regional trail and parking lot. Bid Alternate #D Amount $37,279.82. Staff would recommend this bid alternate as it appears to be good value and will create a uniform trail system throughout this portion of the park. 189 June 3, 2025 Jessica Christensen Buck, CPRP Page 4 of 5 Reference: City Park Improvements –Bid Results Bid Alternate #E: Pedestrian Lighting This bid alternative is to add fourteen (14) pedestrian scale lights around the park building and playground. The lighting will create a positive aesthetic as well as can create a sense of security during evening hours. Bid Alternate #E Amount $206,366.14. Staff would ask the City Council to review and determine if this amenity is important to the overall park plan. If not approved with the project, staff may explore installing critical conduit crossings for the lighting to minimize park disturbances should they be installed in the future with a different project. Figure 3: Pedestrian Lighting Locations Bid Alternate #F: Athletic Field Irrigation System This bid alternate will install an irrigation system over the newly constructed athletic fields. The additional of an irrigation system would help expedite the establishment of the fields as often times in Minnesota, given the variable weather, establishing turf can extend past the substantial completion of projects. Additionally, given the heavy programming that these fields endure, the irrigation system will allow for them to be maintained to a higher standard and kept in better condition throughout the recreat ion season. Bid Alternate #F Amount $58,970.18. In addition to this bid amount, the City would also need to pay a connection fee to the City of Maple Grove as part of the water service agreement approximately $15,000 for the irrigated areas. Staff would recommend approving this bid item as with any newly created active 190 June 3, 2025 Jessica Christensen Buck, CPRP Page 5 of 5 Reference: City Park Improvements –Bid Results recreation space, irrigation allows for the investment in the park to be maximized and for the rec fields to be kept in a great condition. Figure 4: Athletic Field Irrigation Areas Engineer’s Recommendation The bids were competitive, therefore, Stantec recommends that the City Council review the bids received and provide staff direction with the recommended Bid Alternates for the project. City Staff would recommend that the Base Bid be awarded along with Bid Alternates A, B, C, D, and F. We recommend that the City Council review Bid Alternate E and determine if there is value in the pedestrian lighting at this time. 191 Project Name: City Project No.:Stantec Project No.: Bid Opening:Owner: Steve Hegland, P.E. License No. 52243 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total BASE BID: 1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 1 $160,000.00 $160,000.00 $72,000.00 $72,000.00 $70,740.00 $70,740.00 $125,725.15 $125,725.15 2 TRAFFIC CONTROL LUMP SUM 1 $4,103.41 $4,103.41 $4,000.00 $4,000.00 $8,945.00 $8,945.00 $2,500.00 $2,500.00 3 CLEAR TREE EACH 43 $102.59 $4,411.37 $157.00 $6,751.00 $140.50 $6,041.50 $114.00 $4,902.00 4 GRUB TREE EACH 43 $51.29 $2,205.47 $25.00 $1,075.00 $23.10 $993.30 $76.00 $3,268.00 5 CLEARING ACRE 0.3 $9,232.68 $2,769.80 $14,610.00 $4,383.00 $13,050.00 $3,915.00 $3,780.00 $1,134.00 6 GRUBBING ACRE 0.3 $3,077.56 $923.27 $14,610.00 $4,383.00 $13,050.00 $3,915.00 $2,520.00 $756.00 7 REMOVE TENNIS COURT AND FENCING LUMP SUM 1 $5,151.45 $5,151.45 $6,950.00 $6,950.00 $7,236.00 $7,236.00 $8,125.00 $8,125.00 8 REMOVE PLAYGROUND LUMP SUM 1 $5,904.20 $5,904.20 $4,365.00 $4,365.00 $8,119.00 $8,119.00 $10,000.00 $10,000.00 9 REMOVE SE BALLFIELD FENCING LUMP SUM 1 $3,292.81 $3,292.81 $5,000.00 $5,000.00 $3,484.00 $3,484.00 $22,850.00 $22,850.00 10 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 110 $4.16 $457.60 $3.50 $385.00 $5.15 $566.50 $2.50 $275.00 11 REMOVE BITUMINOUS PAVEMENT SQ YD 30 $7.46 $223.80 $10.00 $300.00 $8.80 $264.00 $3.00 $90.00 12 SALVAGE AND REINSTALL SIGN EACH 7 $359.01 $2,513.07 $400.00 $2,800.00 $429.00 $3,003.00 $385.00 $2,695.00 13 SALVAGE SIGN AND PLACE ONSITE EACH 1 $256.44 $256.44 $750.00 $750.00 $61.40 $61.40 $275.00 $275.00 14 REMOVE LIGHT POLE EACH 1 $223.90 $223.90 $678.00 $678.00 $1,308.00 $1,308.00 $3,000.00 $3,000.00 15 SALVAGE AND REINSTALL LIGHT POLE EACH 1 $1,538.63 $1,538.63 $2,850.00 $2,850.00 $5,298.00 $5,298.00 $5,250.00 $5,250.00 16 REMOVE CULVERT PIPE LIN FT 59 $7.42 $437.78 $26.00 $1,534.00 $16.90 $997.10 $21.00 $1,239.00 17 SALVAGE AND REINSTALL HYDRANT EACH 1.00 $1,949.12 $1,949.12 $3,000.00 $3,000.00 $3,300.00 $3,300.00 $1,575.00 $1,575.00 18 REMOVE SANITARY SEWER PIPE LIN FT 89 $6.16 $548.24 $21.00 $1,869.00 $19.60 $1,744.40 $8.50 $756.50 19 REMOVE DRAINTILE LIN FT 90 $18.86 $1,697.40 $7.50 $675.00 $4.10 $369.00 $8.50 $765.00 20 SALVAGE AND RESPREAD GRAVEL SQ YD 652 $5.68 $3,703.36 $3.50 $2,282.00 $2.30 $1,499.60 $6.25 $4,075.00 21 STREET SWEEPER W/ PICKUP BROOM HOUR 30 $359.01 $10,770.30 $1.00 $30.00 $227.50 $6,825.00 $135.00 $4,050.00 22 WATER FOR DUST CONTROL MGAL 30 $726.97 $21,809.10 $1.00 $30.00 $163.50 $4,905.00 $75.00 $2,250.00 23 SILT FENCE TYPE MS - MAINTAINED LIN FT 5632 $2.26 $12,728.32 $2.75 $15,488.00 $2.60 $14,643.20 $1.85 $10,419.20 24 SEDIMENT CONTROL LOG, TYPE STRAW - MAINTAINED LIN FT 360 $2.87 $1,033.20 $3.00 $1,080.00 $3.65 $1,314.00 $3.00 $1,080.00 25 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 12 $366.23 $4,394.76 $175.00 $2,100.00 $157.50 $1,890.00 $150.00 $1,800.00 26 CULVERT FLARED END PROTECTION - MAINTAINED EACH 6 $366.23 $2,197.38 $175.00 $1,050.00 $157.50 $945.00 $150.00 $900.00 27 CONSTRUCTION ENTRANCE (ROCK) - MAINTAINED LUMP SUM 1 $4,767.02 $4,767.02 $3,000.00 $3,000.00 $3,150.00 $3,150.00 $1,200.00 $1,200.00 28 ROLLED EROSION PREVENTION PRODUCT CATERGORY 25 SQ YD 11405 $1.38 $15,738.90 $1.90 $21,669.50 $2.20 $25,091.00 $1.80 $20,529.00 29 ROLLED EROSION PREVENTION PRODUCT CATERGORY 76 SQ YD 261 $5.13 $1,338.93 $34.50 $9,004.50 $30.50 $7,960.50 $35.00 $9,135.00 30 EXCAVATION - COMMON (EV) (P) CU YD 23861 $4.63 $110,476.43 $6.00 $143,166.00 $12.50 $298,262.50 $4.20 $100,216.20 31 SALVAGE AND RESPREAD TOPSOIL LUMP SUM 1 $31,184.69 $31,184.69 $89,500.00 $89,500.00 $97,610.00 $97,610.00 $92,400.00 $92,400.00 32 EXCAVATION - SUBGRADE (EV) CU YD 360 $9.63 $3,466.80 $1.00 $360.00 $32.20 $11,592.00 $25.00 $9,000.00 33 COMMON EMBANKMENT (CV) (P) CU YD 454 $191.13 $86,773.02 $35.00 $15,890.00 $22.60 $10,260.40 $25.00 $11,350.00 34 HYDRAULIC STABILIZED FIBER MATRIX POUND 27216 $1.02 $27,760.32 $1.25 $34,020.00 $1.40 $38,102.40 $1.20 $32,659.20 35 FERTILIZER TYPE 2 (@200 LB/ACRE) POUND 2380 $0.93 $2,213.40 $1.35 $3,213.00 $1.15 $2,737.00 $1.30 $3,094.00 Sunram Construction, Inc. Bidder No. 3 I hereby certify that this is an exact reproduction of bids received. City Park Improvements Corcoran, MinnesotaWednesday, May 28, 2025 at 10:00 AM CDT 193807229 Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies 193807229-Bid Tabs.xlsm BT-1 19 2 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Sunram Construction, Inc. Bidder No. 3Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies 36 SEEDING ACRE 11.3 $680.14 $7,685.58 $323.00 $3,649.90 $7,367.00 $83,247.10 $310.00 $3,503.00 37 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 1820 $3.03 $5,514.60 $3.10 $5,642.00 $1.85 $3,367.00 $3.00 $5,460.00 38 SEED MIXTURE 33-261 (@35 LB/ACRE) POUND 40 $23.85 $954.00 $27.50 $1,100.00 $61.10 $2,444.00 $27.00 $1,080.00 39 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 30 $13.80 $414.00 $15.90 $477.00 $33.30 $999.00 $16.00 $480.00 40 INSTALL WETLAND BUFFER SIGN EACH 25 $146.73 $3,668.25 $135.00 $3,375.00 $210.00 $5,250.00 $275.00 $6,875.00 41 BITUMINOUS MATERIAL FOR TACK COAT GAL 200 $4.10 $820.00 $3.25 $650.00 $4.20 $840.00 $3.15 $630.00 42 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 470 $90.93 $42,737.10 $94.50 $44,415.00 $93.10 $43,757.00 $89.25 $41,947.50 43 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 360 $106.79 $38,444.40 $102.50 $36,900.00 $109.50 $39,420.00 $96.60 $34,776.00 44 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 60 $195.83 $11,749.80 $109.25 $6,555.00 $200.50 $12,030.00 $103.00 $6,180.00 45 AGGREGATE SURFACING CLASS 2, 100% CRUSHED TON 109 $37.35 $4,071.15 $49.50 $5,395.50 $43.00 $4,687.00 $59.00 $6,431.00 46 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 4520 $20.73 $93,699.60 $24.25 $109,610.00 $22.50 $101,700.00 $45.75 $206,790.00 47 SELECT GRANULAR BORROW TON 7450 $12.38 $92,231.00 $16.60 $123,670.00 $14.50 $108,025.00 $21.45 $159,802.50 48 GEOTEXTILE FABRIC TYPE V, NON-WOVEN SQ YD 11330 $1.49 $16,881.70 $2.45 $27,758.50 $1.25 $14,162.50 $1.75 $19,827.50 49 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 937 $3.59 $3,363.83 $3.50 $3,279.50 $3.15 $2,951.55 $3.25 $3,045.25 50 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI- COMP LUMP SUM 1 $1,230.91 $1,230.91 $2,960.00 $2,960.00 $2,625.00 $2,625.00 $4,500.00 $4,500.00 51 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1717 $23.23 $39,885.91 $29.00 $49,793.00 $26.40 $45,328.80 $37.25 $63,958.25 52 CONCRETE RIBBON CURB LIN FT 278 $23.59 $6,558.02 $29.00 $8,062.00 $28.60 $7,950.80 $37.25 $10,355.50 53 6" CONCRETE SIDEWALK SQ YD 1560 $13.08 $20,404.80 $91.50 $142,740.00 $93.10 $145,236.00 $89.25 $139,230.00 54 7” CONCRETE PAD FOR TRASH ENCLOSURE SQ YD 11 $120.01 $1,320.11 $128.25 $1,410.75 $123.00 $1,353.00 $125.00 $1,375.00 55 STOP SIGN AND POST EACH 1 $666.74 $666.74 $850.00 $850.00 $682.50 $682.50 $715.00 $715.00 56 ADA STALL SIGN AND POST EACH 7 $410.30 $2,872.10 $3,020.00 $21,140.00 $420.00 $2,940.00 $440.00 $3,080.00 57 15" RC PIPE STORM CLASS V LIN FT 441 $57.45 $25,335.45 $71.25 $31,421.25 $50.10 $22,094.10 $68.00 $29,988.00 58 18" RC PIPE STORM CLASS V LIN FT 574 $63.09 $36,213.66 $71.50 $41,041.00 $52.90 $30,364.60 $71.30 $40,926.20 59 21” RC PIPE STORM CLASS V LIN FT 165 $73.86 $12,186.90 $82.00 $13,530.00 $63.20 $10,428.00 $80.65 $13,307.25 60 24" RC PIPE STORM CLASS V LIN FT 94 $99.68 $9,369.92 $94.75 $8,906.50 $103.00 $9,682.00 $113.00 $10,622.00 61 15" RC FLARED END SECTION W/TRASH GUARD EACH 6 $1,692.66 $10,155.96 $2,350.00 $14,100.00 $2,236.00 $13,416.00 $2,047.00 $12,282.00 62 18" RC FLARED END SECTION W/TRASH GUARD EACH 3 $1,930.66 $5,791.98 $2,500.00 $7,500.00 $2,363.00 $7,089.00 $2,205.00 $6,615.00 63 24" RC FLARED END SECTION W/TRASH GUARD EACH 3 $2,821.10 $8,463.30 $3,350.00 $10,050.00 $3,391.00 $10,173.00 $3,360.00 $10,080.00 64 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 8 $3,457.13 $27,657.04 $3,650.00 $29,200.00 $4,393.00 $35,144.00 $3,675.00 $29,400.00 65 CONSTRUCT 2'X3' CATCH BASIN EACH 1 $3,043.36 $3,043.36 $3,075.00 $3,075.00 $3,214.00 $3,214.00 $3,150.00 $3,150.00 66 CONSTRUCT 27" DIAMETER CATCH BASIN EACH 3 $2,332.89 $6,998.67 $2,575.00 $7,725.00 $2,835.00 $8,505.00 $2,415.00 $7,245.00 67 CONSTRUCT 5' DIAMETER PRECAST OUTLET CONTROL STRUCTURE EACH 2 $11,797.31 $23,594.62 $11,000.00 $22,000.00 $13,400.00 $26,800.00 $13,550.00 $27,100.00 68 4” SOLID WALL PVC SCH 40 DRAINTILE PIPE – PLAYGROUND LIN FT 80 $17.34 $1,387.20 $37.00 $2,960.00 $11.40 $912.00 $26.00 $2,080.00 69 4" PERFORATED PVC SCH 40 DRAINTILE PIPE - CURB LIN FT 1110 $15.08 $16,738.80 $19.50 $21,645.00 $14.00 $15,540.00 $25.55 $28,360.50 70 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - BUILDING LIN FT 28 $22.27 $623.56 $45.00 $1,260.00 $25.80 $722.40 $42.00 $1,176.00 71 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 92 $22.80 $2,097.60 $39.25 $3,611.00 $17.70 $1,628.40 $42.00 $3,864.00 72 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 392 $23.10 $9,055.20 $20.00 $7,840.00 $14.10 $5,527.20 $29.40 $11,524.80 73 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - FIELD LIN FT 904 $19.71 $17,817.84 $23.50 $21,244.00 $39.20 $35,436.80 $29.40 $26,577.60 74 4" DRAINTILE CLEANOUT W/ THREADED CAP EACH 8 $372.94 $2,983.52 $250.00 $2,000.00 $732.50 $5,860.00 $700.00 $5,600.00 193807229-Bid Tabs.xlsm BT-2 19 3 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Sunram Construction, Inc. Bidder No. 3Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies 75 6" DRAINTILE CLEANOUT W/ THREADED CAP EACH 7 $599.99 $4,199.93 $500.00 $3,500.00 $972.50 $6,807.50 $750.00 $5,250.00 76 8" DRAINTILE CLEAOUT W/ THREADED CAP EACH 2 $1,219.47 $2,438.94 $685.00 $1,370.00 $1,590.00 $3,180.00 $800.00 $1,600.00 77 PRECAST CONCRETE HEADWALL W/ RODENT SCREEN EACH 6 $795.30 $4,771.80 $1,000.00 $6,000.00 $515.00 $3,090.00 $900.00 $5,400.00 78 8" PVC SCH 40 PIPE - STORM LIN FT 337 $38.98 $13,136.26 $45.00 $15,165.00 $27.80 $9,368.60 $46.25 $15,586.25 79 ROOF DRAIN CONNECTION EACH 3 $572.62 $1,717.86 $700.00 $2,100.00 $916.50 $2,749.50 $895.00 $2,685.00 80 BIOFILTRATION MEDIA MIX C (CV) (P) CU YD 282 $35.40 $9,982.80 $40.00 $11,280.00 $58.10 $16,384.20 $66.25 $18,682.50 81 1/4-INCH PEA GRAVEL (CV) (P) CU YD 56 $56.78 $3,179.68 $87.00 $4,872.00 $106.50 $5,964.00 $135.00 $7,560.00 82 COARSE FILTER AGGREGATE (CV) (P) CU YD 146 $64.75 $9,453.50 $87.00 $12,702.00 $106.50 $15,549.00 $117.00 $17,082.00 83 FLARED END RIPRAP CLASS III TON 75 $88.01 $6,600.75 $150.00 $11,250.00 $69.30 $5,197.50 $100.00 $7,500.00 84 CONNECT TO EXISTING SEWER PIPE EACH 1 $5,514.11 $5,514.11 $2,525.00 $2,525.00 $2,519.00 $2,519.00 $4,200.00 $4,200.00 85 4' DIA SANITARY SEWER STRUCTURE EACH 5 $7,114.00 $35,570.00 $5,700.00 $28,500.00 $6,746.00 $33,730.00 $6,300.00 $31,500.00 86 8" PVC SANITARY SEWER PIPE, SDR 35 LIN FT 639 $52.49 $33,541.11 $79.00 $50,481.00 $34.50 $22,045.50 $80.00 $51,120.00 87 8" PVC SANITARY SEWER PIPE, SDR 26 LIN FT 618 $57.26 $35,386.68 $115.50 $71,379.00 $37.70 $23,298.60 $104.25 $64,426.50 88 4" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 78 $29.69 $2,315.82 $83.50 $6,513.00 $38.40 $2,995.20 $68.25 $5,323.50 89 8" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 13 $45.60 $592.80 $94.50 $1,228.50 $54.40 $707.20 $84.00 $1,092.00 90 CONNECT TO EXISTING SEWER SERVICE EACH 1 $1,728.46 $1,728.46 $1,500.00 $1,500.00 $1,011.00 $1,011.00 $2,100.00 $2,100.00 91 8"X4" PVC WYE – SANITARY EACH 1 $551.41 $551.41 $550.00 $550.00 $530.50 $530.50 $315.00 $315.00 92 8"X4" PVC ECCENTRIC REDUCER – SANITARY EACH 1 $233.29 $233.29 $625.00 $625.00 $429.00 $429.00 $420.00 $420.00 93 4" PVC BEND – SANITARY EACH 1.00 $29.69 $29.69 $35.00 $35.00 $349.00 $349.00 $21.00 $21.00 94 4" PVC CAP – SANITARY EACH 1 $47.72 $47.72 $35.00 $35.00 $355.00 $355.00 $21.00 $21.00 95 IMPROVED PIPE FOUNDATION (12" THICK) LIN FT 130 $19.09 $2,481.70 $1.00 $130.00 $5.20 $676.00 $15.00 $1,950.00 96 CONNECT TO EXISTING WATERMIAN EACH 1 $4,506.72 $4,506.72 $1,025.00 $1,025.00 $2,945.00 $2,945.00 $2,625.00 $2,625.00 97 4" PVC C900 WATERMAIN LIN FT 170 $31.81 $5,407.70 $62.00 $10,540.00 $23.70 $4,029.00 $51.50 $8,755.00 98 8" PVC C900 WATERMAIN LIN FT 1011 $50.90 $51,459.90 $69.75 $70,517.25 $39.30 $39,732.30 $78.75 $79,616.25 99 4" GATE VALVE AND BOX EACH 1 $2,470.74 $2,470.74 $3,050.00 $3,050.00 $3,356.00 $3,356.00 $2,520.00 $2,520.00 100 6" GATE VALVE AND BOX EACH 1 $2,847.19 $2,847.19 $3,425.00 $3,425.00 $3,700.00 $3,700.00 $2,835.00 $2,835.00 101 8" GATE VALVE AND BOX EACH 3 $3,849.27 $11,547.81 $4,425.00 $13,275.00 $4,640.00 $13,920.00 $3,675.00 $11,025.00 102 INSTALL HYDRANT AND VALVE EACH 1 $11,823.52 $11,823.52 $11,450.00 $11,450.00 $12,060.00 $12,060.00 $9,660.00 $9,660.00 103 6" DIP CL-52 HYDRANT LEAD LIN FT 26 $59.38 $1,543.88 $90.00 $2,340.00 $75.80 $1,970.80 $78.75 $2,047.50 104 DUCTILE IRON FITTINGS POUND 506 $15.91 $8,050.46 $14.00 $7,084.00 $12.50 $6,325.00 $13.65 $6,906.90 105 2" HDPE SDR-9 SERVICE LINE LIN FT 92 $23.33 $2,146.36 $48.00 $4,416.00 $33.60 $3,091.20 $48.25 $4,439.00 106 2" SERVICE SADDLE EACH 2 $233.29 $466.58 $545.00 $1,090.00 $1,856.00 $3,712.00 $1,050.00 $2,100.00 107 2" CORPORATION STOP EACH 2 $471.88 $943.76 $880.00 $1,760.00 $1,527.00 $3,054.00 $1,050.00 $2,100.00 108 2" CURB STOP AND BOX EACH 2 $864.23 $1,728.46 $1,375.00 $2,750.00 $1,829.00 $3,658.00 $1,420.00 $2,840.00 109 SERVICE CONNECTION CABINET AND METER SOCKET EACH 1 $28,721.12 $28,721.12 $9,500.00 $9,500.00 $29,400.00 $29,400.00 $18,600.00 $18,600.00 110 ELECTRICAL HANDHOLE EACH 2 $1,641.21 $3,282.42 $1,625.00 $3,250.00 $1,680.00 $3,360.00 $1,575.00 $3,150.00 111 PVC SCH 40 CONDUIT (1.5") LIN FT 1340 $12.31 $16,495.40 $9.75 $13,065.00 $12.60 $16,884.00 $9.50 $12,730.00 112 PVC SCH 40 CONDUIT (2") LIN FT 137 $15.39 $2,108.43 $10.75 $1,472.75 $15.80 $2,164.60 $11.00 $1,507.00 113 PVC SCH 40 CONDUIT (3") LIN FT 190 $16.41 $3,117.90 $13.00 $2,470.00 $16.80 $3,192.00 $12.50 $2,375.00 114 PVC SCH 40 CONDUIT (4") LIN FT 880 $20.52 $18,057.60 $17.25 $15,180.00 $21.00 $18,480.00 $17.00 $14,960.00 115 #12 AWG XHHW WIRE LIN FT 4020 $1.54 $6,190.80 $1.05 $4,221.00 $1.05 $4,221.00 $1.10 $4,422.00 116 #350 AWG XHHW WIRE LIN FT 160 $30.77 $4,923.20 $16.25 $2,600.00 $31.50 $5,040.00 $15.75 $2,520.00 117 #500 AWG XHHW WIRE LIN FT 600 $41.03 $24,618.00 $21.50 $12,900.00 $42.00 $25,200.00 $21.00 $12,600.00 118 LIGHTING UNIT TYPE PL EACH 6 $7,128.99 $42,773.94 $5,410.00 $32,460.00 $7,297.00 $43,782.00 $5,250.00 $31,500.00 119 LANDSCAPE BOULDER EACH 20 $690.33 $13,806.60 $1,100.00 $22,000.00 $660.00 $13,200.00 $1,065.00 $21,300.00 120 CONCRETE STAIRS SQ FT 100 $153.86 $15,386.00 $100.25 $10,025.00 $163.50 $16,350.00 $110.00 $11,000.00 193807229-Bid Tabs.xlsm BT-3 19 4 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Sunram Construction, Inc. Bidder No. 3Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies 121 STAIR HANDRAIL LIN FT 30 $244.13 $7,323.90 $256.00 $7,680.00 $250.00 $7,500.00 $275.00 $8,250.00 122 PLAY CONTAINER THICKENED CONCRETE EDGE LIN FT 168 $28.72 $4,824.96 $16.00 $2,688.00 $33.90 $5,695.20 $28.00 $4,704.00 123 PLAY CONTAINER CONCRETE CURB LIN FT 258 $36.93 $9,527.94 $55.00 $14,190.00 $41.50 $10,707.00 $65.75 $16,963.50 124 PLAY FEATURE THICKENED CONCRETE EDGE LIN FT 125 $28.72 $3,590.00 $16.00 $2,000.00 $33.90 $4,237.50 $28.00 $3,500.00 125 TOPSOIL – IMPORT FOR PLANTING BEDS CU YD 166 $47.68 $7,914.88 $38.50 $6,391.00 $90.90 $15,089.40 $42.00 $6,972.00 126 COMPOST TYPE 2 CU YD 34 $185.15 $6,295.10 $75.00 $2,550.00 $174.50 $5,933.00 $69.00 $2,346.00 127 WOOD MULCH TYPE 6 CU YD 150 $118.99 $17,848.50 $110.00 $16,500.00 $111.50 $16,725.00 $89.25 $13,387.50 128 DECIDUOUS TREE - 2" CAL B&B EACH 47 $692.38 $32,541.86 $774.00 $36,378.00 $659.00 $30,973.00 $459.00 $21,573.00 129 DECIDUOUS TREE - ORNAMENTAL- 2" CAL B&B EACH 1 $1,151.92 $1,151.92 $706.00 $706.00 $1,091.00 $1,091.00 $482.00 $482.00 130 CONIFEROUS TREE - ORNAMENTAL - 6FT B&B EACH 6 $717.52 $4,305.12 $706.00 $4,236.00 $681.00 $4,086.00 $448.00 $2,688.00 131 DECIDUOUS SHRUB - NO 2 CONT EACH 89 $71.80 $6,390.20 $71.00 $6,319.00 $67.60 $6,016.40 $41.50 $3,693.50 132 EVERGREEN SHRUB- NO. 2 CONT EACH 24 $99.70 $2,392.80 $75.50 $1,812.00 $93.80 $2,251.20 $50.00 $1,200.00 133 PERENNIAL - 1 GALLON EACH 339 $27.70 $9,390.30 $35.00 $11,865.00 $26.10 $8,847.90 $15.00 $5,085.00 134 LANDSCAPE METAL EDGER LIN FT 75 $21.03 $1,577.25 $19.25 $1,443.75 $20.10 $1,507.50 $10.00 $750.00 135 SITE FURNISHING - BENCH EACH 7 $3,333.70 $23,335.90 $2,695.00 $18,865.00 $2,791.00 $19,537.00 $2,735.00 $19,145.00 136 SITE FURNISHING - PICNIC TABLE EACH 2 $3,333.70 $6,667.40 $2,695.00 $5,390.00 $2,901.00 $5,802.00 $3,000.00 $6,000.00 137 SITE FURNISHING - BIKE RACK EACH 1 $1,795.07 $1,795.07 $1,295.00 $1,295.00 $1,537.00 $1,537.00 $1,275.00 $1,275.00 138 IRRIGATION SYSTEM LUMP SUM 1 $27,992.84 $27,992.84 $31,275.00 $31,275.00 $26,710.00 $26,710.00 $38,820.00 $38,820.00 139 IRRIGATION CABINET - WATER AND ELECTRIC SERVICE LUMP SUM 1 $10,996.09 $10,996.09 $18,250.00 $18,250.00 $18,230.00 $18,230.00 $19,550.00 $19,550.00 TOTAL BASE BID $1,797,412.70 $1,997,613.15 $2,160,859.85 $2,183,631.00 ALTERNATE A BID – BOARDWALK: A.1 CLEARING ACRE 0.4 $7,693.16 $3,077.26 $7,642.00 $3,056.80 $6,825.00 $2,730.00 $3,980.00 $1,592.00 A.2 GRUBBING ACRE 0 $2,564.39 $1,025.76 $7,642.00 $3,056.80 $6,825.00 $2,730.00 $2,750.00 $1,100.00 A.3 SILT FENCE TYPE MS - MAINTAINED LIN FT 779 $2.26 $1,760.54 $2.75 $2,142.25 $3.65 $2,843.35 $1.85 $1,441.15 A.4 CONCRETE ABUTMENT FOR TRAIL/BOARDWALK CONNECTION EACH 2 $5,477.53 $10,955.06 $16,500.00 $33,000.00 $10,980.00 $21,960.00 $28,105.00 $56,210.00 A.5 12' WIDE BOARDWALK WITH WOOD RAILING SQ FT 1728 $140.87 $243,423.36 $148.00 $255,744.00 $157.00 $271,296.00 $118.00 $203,904.00 A.6 BOARDWALK SUPPORT WITH HELICAL ANCHORS EACH 34 $1,728.40 $58,765.60 $1,817.00 $61,778.00 $1,545.00 $52,530.00 $1,770.00 $60,180.00 A.7 ADDITIONAL LENGTH OF HELICAL PIER LIN FT 100 $66.67 $6,667.00 $70.00 $7,000.00 $42.30 $4,230.00 $69.00 $6,900.00 A.8 HELICAL PILE COMPRESSION LOAD TEST LUMP SUM 1 $6,154.53 $6,154.53 $6,470.00 $6,470.00 $9,260.00 $9,260.00 $23,185.00 $23,185.00 TOTAL ALTERNATE A BID – BOARDWALK:$331,829.11 $372,247.85 $367,579.35 $354,512.15 ALTERNATE B BID – REGIONAL TRAIL: B.1 EXCAVATION - COMMON (EV) (P) CU YD 433 $34.41 $14,899.53 $11.00 $4,763.00 $203.50 $88,115.50 $4.20 $1,818.60 B.2 COMMON EMBANKMENT (CV) (P) CU YD 853 $24.36 $20,779.08 $21.00 $17,913.00 $50.20 $42,820.60 $25.00 $21,325.00 B.3 REMOVE CULVERT PIPE LIN FT 20 $7.42 $148.40 $49.00 $980.00 $5.30 $106.00 $21.00 $420.00 B.4 REMOVE CHAIN LINK FENCE LIN FT 60 $37.67 $2,260.20 $10.00 $600.00 $14.90 $894.00 $35.00 $2,100.00 B.5 SILT FENCE TYPE MS - MAINTAINED LIN FT 267 $2.26 $603.42 $2.75 $734.25 $4.70 $1,254.90 $1.85 $493.95 B.6 HYDRAULIC STABLIZED FIBER MATRIX POUND 7700 $1.28 $9,856.00 $1.25 $9,625.00 $1.60 $12,320.00 $1.20 $9,240.00 B.7 FERTILIZER TYPE 2 (@200 LB/ACRE) POUND 540 $1.02 $550.80 $1.30 $702.00 $1.15 $621.00 $1.30 $702.00 B.8 SEEDING ACRE 3 $1,020.63 $2,755.70 $325.00 $877.50 $8,812.00 $23,792.40 $310.00 $837.00 B.9 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 140 $3.03 $424.20 $3.00 $420.00 $1.95 $273.00 $3.00 $420.00 B.10 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 70 $13.80 $966.00 $27.45 $1,921.50 $28.50 $1,995.00 $27.00 $1,890.00 B.11 SEED MIXTURE 36-711 (@34 LB/ACRE) POUND 10 $32.00 $320.00 $16.00 $160.00 $40.70 $407.00 $16.00 $160.00 193807229-Bid Tabs.xlsm BT-4 19 5 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Sunram Construction, Inc. Bidder No. 3Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies B.12 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - REGIONAL TRAIL TON 650 $93.31 $60,651.50 $109.00 $70,850.00 $95.50 $62,075.00 $103.00 $66,950.00 B.13 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 1424 $23.23 $33,079.52 $25.25 $35,956.00 $42.90 $61,089.60 $45.75 $65,148.00 B.14 6" CONCRETE SIDEWALK SQ YD 10 $117.71 $1,177.10 $91.50 $915.00 $120.50 $1,205.00 $89.25 $892.50 B.15 TRUNCATED DOMES SQ FT 20 $61.55 $1,231.00 $70.00 $1,400.00 $63.00 $1,260.00 $69.00 $1,380.00 B.16 15" RC PIPE STORM CLASS V LIN FT 33 $59.38 $1,959.54 $93.00 $3,069.00 $58.10 $1,917.30 $63.00 $2,079.00 B.17 15" RC FLARED END SECTION W/TRASH GUARD EACH 2 $1,749.67 $3,499.34 $2,345.00 $4,690.00 $2,236.00 $4,472.00 $2,520.00 $5,040.00 B.18 CONCRETE APRON AT ABUTMENT SQ YD 9 $117.71 $1,059.39 $163.00 $1,467.00 $105.00 $945.00 $160.00 $1,440.00 B.19 4FT HIGH POLY COATED CHAIN LINK FENCE LIN FT 64 $59.49 $3,807.36 $63.00 $4,032.00 $86.20 $5,516.80 $100.00 $6,400.00 TOTAL ALTERNATE B BID – REGIONAL TRAIL:$160,028.08 $161,075.25 $311,080.10 $188,736.05 ALTERNATE C BID – PARKING LOT PAVING: C.1 BITUMINOUS MATERIAL FOR TACK COAT GAL 294 $4.05 $1,190.70 $3.25 $955.50 $4.15 $1,220.10 $3.15 $926.10 C.2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 705 $87.79 $61,891.95 $89.00 $62,745.00 $89.90 $63,379.50 $84.00 $59,220.00 C.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 529 $98.67 $52,196.43 $94.50 $49,990.50 $101.00 $53,429.00 $89.25 $47,213.25 C.4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 74 $195.83 $14,491.42 $109.00 $8,066.00 $200.50 $14,837.00 $103.00 $7,622.00 C.5 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 144 $23.23 $3,345.12 $28.50 $4,104.00 $26.20 $3,772.80 $45.75 $6,588.00 C.6 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 3012 $3.59 $10,813.08 $3.50 $10,542.00 $3.15 $9,487.80 $3.25 $9,789.00 C.7 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI- COMP LUMP SUM 1 $1,230.91 $1,230.91 $1,125.00 $1,125.00 $997.50 $997.50 $1,100.00 $1,100.00 C.8 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1,399 $23.23 $32,498.77 $29.00 $40,571.00 $31.80 $44,488.20 $37.25 $52,112.75 C.9 DELETE CONCRETE RIBBON CURB LIN FT -278 $23.59 -$6,558.02 $29.00 -$8,062.00 $28.60 -$7,950.80 $37.25 -$10,355.50 C.10 6" CONCRETE SIDEWALK SQ YD 125 $117.71 $14,713.75 $91.50 $11,437.50 $128.50 $16,062.50 $89.25 $11,156.25 C.11 ADA STALL SIGN AND POST EACH 4 $410.30 $1,641.20 $3,235.00 $12,940.00 $420.00 $1,680.00 $440.00 $1,760.00 C.12 TOPSOIL - IMPORT CU YD 69 $52.13 $3,596.97 $45.00 $3,105.00 $53.80 $3,712.20 $42.00 $2,898.00 C.13 COMPOST TYPE 2 CU YD 14 $154.89 $2,168.46 $75.00 $1,050.00 $146.00 $2,044.00 $69.00 $966.00 C.14 WOOD MULCH TYPE 6 CU YD 41 $106.17 $4,352.97 $110.00 $4,510.00 $99.90 $4,095.90 $89.25 $3,659.25 C.15 DECIDUOUS TREE- 2" CAL B&B EACH 7 $654.94 $4,584.58 $774.00 $5,418.00 $624.50 $4,371.50 $459.00 $3,213.00 C.16 DECIDUOUS SHRUB - NO 2 CONT EACH 45 $61.34 $2,760.30 $71.00 $3,195.00 $57.70 $2,596.50 $41.50 $1,867.50 C.17 EXTEND DRIP IRRIGATION TO ISLANDS LUMP SUM 1 $6,547.39 $6,547.39 $12,885.00 $12,885.00 $6,227.00 $6,227.00 $24,100.00 $24,100.00 TOTAL ALTERNATE C BID – PARKING LOT PAVING:$211,465.98 $224,577.50 $224,450.70 $223,835.60 ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT: D.1 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - PINWHEEL TRAILS TON 370 $103.25 $38,202.50 $109.00 $40,330.00 $105.50 $39,035.00 $103.00 $38,110.00 D.2 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 66 $24.69 $1,629.54 $30.50 $2,013.00 $26.70 $1,762.20 $45.75 $3,019.50 D.3 DELETE AGGREGATE SURFACING CLASS 2 TON -66 $38.67 -$2,552.22 $49.50 -$3,267.00 $38.50 -$2,541.00 $50.00 -$3,300.00 TOTAL ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT:$37,279.82 $39,076.00 $38,256.20 $37,829.50 193807229-Bid Tabs.xlsm BT-5 19 6 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Sunram Construction, Inc. Bidder No. 3Bidder No. 1 Fehn Companies, Inc. New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Peterson Companies ALTERNATE E BID – PEDESTRIAN LIGHTING: E.1 LIGHTING UNIT TYPE PD EACH 14 $13,283.52 $185,969.28 $4,325.00 $60,550.00 $13,750.00 $192,500.00 $4,400.00 $61,600.00 E.2 PVC SCH 40 CONDUIT (1.5”) LIN FT 1,276 $12.31 $15,707.56 $10.75 $13,717.00 $12.60 $16,077.60 $11.00 $14,036.00 E.3 #12 AWG XHHW WIRE LIN FT 3,045 $1.54 $4,689.30 $1.05 $3,197.25 $1.55 $4,719.75 $1.10 $3,349.50 TOTAL ALTERNATE E BID – PEDESTRIAN LIGHTING:$206,366.14 $77,464.25 $213,297.35 $78,985.50 ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM: F.1 ATHLETIC FIELD IRRIGATION SYSTEM LUMP SUM 1 $64,099.39 $64,099.39 $68,900.00 $68,900.00 $61,180.00 $61,180.00 $105,220.00 $105,220.00 F.2 DEDUCT FOR IMPROVED PLANT/SEEDING WARRANTY LUMP SUM 1 -$5,129.21 -$5,129.21 $2,500.00 $2,500.00 -$20,720.00 -$20,720.00 $2,500.00 $2,500.00 TOTAL ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM:$58,970.18 $71,400.00 $40,460.00 $107,720.00 TOTAL BASE BID $1,797,412.70 $1,997,613.15 $2,160,859.85 $2,183,631.00 TOTAL ALTERNATE A BID – BOARDWALK:$331,829.11 $372,247.85 $367,579.35 $354,512.15 TOTAL ALTERNATE B BID – REGIONAL TRAIL:$160,028.08 $161,075.25 $311,080.10 $188,736.05 TOTAL ALTERNATE C BID – PARKING LOT PAVING:$211,465.98 $224,577.50 $224,450.70 $223,835.60 TOTAL ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT:$37,279.82 $39,076.00 $38,256.20 $37,829.50 TOTAL ALTERNATE E BID – PEDESTRIAN LIGHTING:$206,366.14 $77,464.25 $213,297.35 $78,985.50 TOTAL ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM:$58,970.18 $71,400.00 $40,460.00 $107,720.00 Phone: Email:tmckenzie@fehncompanies.com jlandkammer@newlookcontracting.net ryan@sunramconstructioninc.com Signed By:Scott J. Lekatz Joel Landkammer Johathan M. Peterson Title:Business Development Estimator President PM Bid Bond Bid Bond Bid Bond Bid Bond 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 Bid Security: Addenda Acknowledged: 763-497-2428 ext. 123 (763) 420-2140(612) 282-0675 Ryan M. Sunram 8326 Wyoming Trail Sunram Construction, Inc. 20010 75th Ave. N. Corcoran, MN 55340Chisago City, MN 55013 5050 Barthel Indsutrial Dr. NE Albertville, MN 55301 New Look Contracting, Inc. 14045 Northdale Blvd. Rogers, MN 55374 Contractor Name and Address:Fehn Companies, Inc. Peterson Companies 193807229-Bid Tabs.xlsm BT-6 19 7 BID TABULATION Item Num Item Units Qty BASE BID: 1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 1 2 TRAFFIC CONTROL LUMP SUM 1 3 CLEAR TREE EACH 43 4 GRUB TREE EACH 43 5 CLEARING ACRE 0.3 6 GRUBBING ACRE 0.3 7 REMOVE TENNIS COURT AND FENCING LUMP SUM 1 8 REMOVE PLAYGROUND LUMP SUM 1 9 REMOVE SE BALLFIELD FENCING LUMP SUM 1 10 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 110 11 REMOVE BITUMINOUS PAVEMENT SQ YD 30 12 SALVAGE AND REINSTALL SIGN EACH 7 13 SALVAGE SIGN AND PLACE ONSITE EACH 1 14 REMOVE LIGHT POLE EACH 1 15 SALVAGE AND REINSTALL LIGHT POLE EACH 1 16 REMOVE CULVERT PIPE LIN FT 59 17 SALVAGE AND REINSTALL HYDRANT EACH 1.00 18 REMOVE SANITARY SEWER PIPE LIN FT 89 19 REMOVE DRAINTILE LIN FT 90 20 SALVAGE AND RESPREAD GRAVEL SQ YD 652 21 STREET SWEEPER W/ PICKUP BROOM HOUR 30 22 WATER FOR DUST CONTROL MGAL 30 23 SILT FENCE TYPE MS - MAINTAINED LIN FT 5632 24 SEDIMENT CONTROL LOG, TYPE STRAW - MAINTAINED LIN FT 360 25 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 12 26 CULVERT FLARED END PROTECTION - MAINTAINED EACH 6 27 CONSTRUCTION ENTRANCE (ROCK) - MAINTAINED LUMP SUM 1 28 ROLLED EROSION PREVENTION PRODUCT CATERGORY 25 SQ YD 11405 29 ROLLED EROSION PREVENTION PRODUCT CATERGORY 76 SQ YD 261 30 EXCAVATION - COMMON (EV) (P)CU YD 23861 31 SALVAGE AND RESPREAD TOPSOIL LUMP SUM 1 32 EXCAVATION - SUBGRADE (EV)CU YD 360 33 COMMON EMBANKMENT (CV) (P)CU YD 454 34 HYDRAULIC STABILIZED FIBER MATRIX POUND 27216 35 FERTILIZER TYPE 2 (@200 LB/ACRE)POUND 2380 Unit Price Total Unit Price Total Unit Price Total Unit Price Total $181,544.88 $181,544.88 $222,100.00 $222,100.00 $100,000.00 $100,000.00 $320,950.00 $320,950.00 $10,838.50 $10,838.50 $3,570.00 $3,570.00 $7,000.00 $7,000.00 $2,820.00 $2,820.00 $325.16 $13,981.88 $112.00 $4,816.00 $130.00 $5,590.00 $941.00 $40,463.00 $325.16 $13,981.88 $74.90 $3,220.70 $86.50 $3,719.50 $245.00 $10,535.00 $16,257.77 $4,877.33 $3,750.00 $1,125.00 $4,325.00 $1,297.50 $9,780.00 $2,934.00 $16,257.77 $4,877.33 $2,500.00 $750.00 $2,885.00 $865.50 $3,670.00 $1,101.00 $16,257.75 $16,257.75 $14,800.00 $14,800.00 $9,000.00 $9,000.00 $14,080.00 $14,080.00 $16,257.75 $16,257.75 $13,300.00 $13,300.00 $18,770.00 $18,770.00 $17,170.00 $17,170.00 $5,419.25 $5,419.25 $9,650.00 $9,650.00 $3,240.00 $3,240.00 $28,910.00 $28,910.00 $10.84 $1,192.40 $2.30 $253.00 $7.60 $836.00 $4.80 $528.00 $159.00 $4,770.00 $19.10 $573.00 $9.40 $282.00 $21.50 $645.00 $325.16 $2,276.12 $357.00 $2,499.00 $493.00 $3,451.00 $480.00 $3,360.00 $162.58 $162.58 $255.00 $255.00 $56.00 $56.00 $285.00 $285.00 $216.77 $216.77 $510.00 $510.00 $181.00 $181.00 $6,410.00 $6,410.00 $7,803.72 $7,803.72 $1,530.00 $1,530.00 $12,120.00 $12,120.00 $4,170.00 $4,170.00 $54.19 $3,197.21 $24.60 $1,451.40 $17.50 $1,032.50 $30.50 $1,799.50 $5,419.25 $5,419.25 $5,070.00 $5,070.00 $11,060.00 $11,060.00 $2,620.00 $2,620.00 $65.03 $5,787.67 $23.70 $2,109.30 $36.00 $3,204.00 $30.25 $2,692.25 $54.19 $4,877.10 $19.00 $1,710.00 $16.00 $1,440.00 $20.50 $1,845.00 $32.52 $21,203.04 $16.00 $10,432.00 $5.20 $3,390.40 $2.70 $1,760.40 $189.67 $5,690.10 $184.00 $5,520.00 $222.00 $6,660.00 $244.00 $7,320.00 $108.39 $3,251.70 $99.50 $2,985.00 $162.00 $4,860.00 $252.00 $7,560.00 $1.84 $10,362.88 $2.30 $12,953.60 $2.60 $14,643.20 $1.90 $10,700.80 $2.87 $1,033.20 $2.75 $990.00 $4.10 $1,476.00 $3.00 $1,080.00 $498.57 $5,982.84 $479.00 $5,748.00 $181.00 $2,172.00 $524.00 $6,288.00 $162.58 $975.48 $156.00 $936.00 $154.00 $924.00 $171.00 $1,026.00 $2,059.32 $2,059.32 $3,050.00 $3,050.00 $6,030.00 $6,030.00 $8,140.00 $8,140.00 $1.85 $21,099.25 $1.80 $20,529.00 $1.60 $18,248.00 $1.90 $21,669.50 $32.14 $8,388.54 $32.80 $8,560.80 $38.00 $9,918.00 $36.00 $9,396.00 $5.96 $142,211.56 $9.10 $217,135.10 $3.80 $90,671.80 $3.80 $90,671.80 $19,509.30 $19,509.30 $100,000.00 $100,000.00 $77,080.00 $77,080.00 $119,040.00 $119,040.00 $108.39 $39,020.40 $8.15 $2,934.00 $8.40 $3,024.00 $18.25 $6,570.00 $54.19 $24,602.26 $17.50 $7,945.00 $650.00 $295,100.00 $19.25 $8,739.50 $1.25 $34,020.00 $1.20 $32,659.20 $1.20 $32,659.20 $1.30 $35,380.80 $1.31 $3,117.80 $1.25 $2,975.00 $1.10 $2,618.00 $1.40 $3,332.00 Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc.Park Construction Company 193807229-Bid Tabs.xlsm BT-7 19 8 BID TABULATION Item Num Item Units Qty 36 SEEDING ACRE 11.3 37 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 1820 38 SEED MIXTURE 33-261 (@35 LB/ACRE) POUND 40 39 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 30 40 INSTALL WETLAND BUFFER SIGN EACH 25 41 BITUMINOUS MATERIAL FOR TACK COAT GAL 200 42 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 470 43 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 360 44 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 60 45 AGGREGATE SURFACING CLASS 2, 100% CRUSHED TON 109 46 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 4520 47 SELECT GRANULAR BORROW TON 7450 48 GEOTEXTILE FABRIC TYPE V, NON-WOVEN SQ YD 11330 49 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 937 50 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI- COMP LUMP SUM 1 51 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1717 52 CONCRETE RIBBON CURB LIN FT 278 53 6" CONCRETE SIDEWALK SQ YD 1560 54 7” CONCRETE PAD FOR TRASH ENCLOSURE SQ YD 11 55 STOP SIGN AND POST EACH 1 56 ADA STALL SIGN AND POST EACH 7 57 15" RC PIPE STORM CLASS V LIN FT 441 58 18" RC PIPE STORM CLASS V LIN FT 574 59 21” RC PIPE STORM CLASS V LIN FT 165 60 24" RC PIPE STORM CLASS V LIN FT 94 61 15" RC FLARED END SECTION W/TRASH GUARD EACH 6 62 18" RC FLARED END SECTION W/TRASH GUARD EACH 3 63 24" RC FLARED END SECTION W/TRASH GUARD EACH 3 64 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 8 65 CONSTRUCT 2'X3' CATCH BASIN EACH 1 66 CONSTRUCT 27" DIAMETER CATCH BASIN EACH 3 67 CONSTRUCT 5' DIAMETER PRECAST OUTLET CONTROL STRUCTURE EACH 2 68 4” SOLID WALL PVC SCH 40 DRAINTILE PIPE – PLAYGROUND LIN FT 80 69 4" PERFORATED PVC SCH 40 DRAINTILE PIPE - CURB LIN FT 1110 70 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - BUILDING LIN FT 28 71 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 92 72 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 392 73 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - FIELD LIN FT 904 74 4" DRAINTILE CLEANOUT W/ THREADED CAP EACH 8 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc. Park Construction Company $319.74 $3,613.06 $307.00 $3,469.10 $802.00 $9,062.60 $336.00 $3,796.80 $3.03 $5,514.60 $2.90 $5,278.00 $3.60 $6,552.00 $3.20 $5,824.00 $27.16 $1,086.40 $26.10 $1,044.00 $28.50 $1,140.00 $28.50 $1,140.00 $15.71 $471.30 $15.10 $453.00 $16.50 $495.00 $16.50 $495.00 $379.35 $9,483.75 $204.00 $5,100.00 $601.00 $15,025.00 $151.00 $3,775.00 $4.34 $868.00 $3.85 $770.00 $7.20 $1,440.00 $2.30 $460.00 $96.08 $45,157.60 $83.70 $39,339.00 $101.00 $47,470.00 $114.00 $53,580.00 $112.84 $40,622.40 $95.30 $34,308.00 $125.00 $45,000.00 $113.00 $40,680.00 $206.92 $12,415.20 $125.00 $7,500.00 $244.00 $14,640.00 $174.00 $10,440.00 $37.93 $4,134.37 $125.00 $13,625.00 $75.50 $8,229.50 $64.00 $6,976.00 $23.84 $107,756.80 $27.50 $124,300.00 $24.00 $108,480.00 $23.50 $106,220.00 $16.26 $121,137.00 $18.20 $135,590.00 $18.00 $134,100.00 $12.25 $91,262.50 $4.88 $55,290.40 $2.55 $28,891.50 $1.70 $19,261.00 $1.80 $20,394.00 $3.25 $3,045.25 $3.05 $2,857.85 $4.00 $3,748.00 $6.39 $5,987.43 $2,709.63 $2,709.63 $2,550.00 $2,550.00 $1,255.00 $1,255.00 $2,850.00 $2,850.00 $29.26 $50,239.42 $27.50 $47,217.50 $37.00 $63,529.00 $31.50 $54,085.50 $29.26 $8,134.28 $27.50 $7,645.00 $38.00 $10,564.00 $34.00 $9,452.00 $79.03 $123,286.80 $111.00 $173,160.00 $102.00 $159,120.00 $99.00 $154,440.00 $94.59 $1,040.49 $232.00 $2,552.00 $143.00 $1,573.00 $163.00 $1,793.00 $1,625.78 $1,625.78 $663.00 $663.00 $781.00 $781.00 $741.00 $741.00 $1,625.78 $11,380.46 $408.00 $2,856.00 $481.00 $3,367.00 $456.00 $3,192.00 $75.87 $33,458.67 $62.10 $27,386.10 $65.00 $28,665.00 $67.50 $29,767.50 $75.87 $43,549.38 $73.40 $42,131.60 $69.00 $39,606.00 $71.50 $41,041.00 $75.87 $12,518.55 $82.80 $13,662.00 $90.00 $14,850.00 $82.00 $13,530.00 $86.71 $8,150.74 $106.00 $9,964.00 $119.00 $11,186.00 $107.00 $10,058.00 $3,251.55 $19,509.30 $2,060.00 $12,360.00 $2,060.00 $12,360.00 $3,070.00 $18,420.00 $3,793.48 $11,380.44 $2,200.00 $6,600.00 $2,205.00 $6,615.00 $3,200.00 $9,600.00 $4,335.40 $13,006.20 $3,070.00 $9,210.00 $3,085.00 $9,255.00 $4,030.00 $12,090.00 $4,877.33 $39,018.64 $4,930.00 $39,440.00 $4,385.00 $35,080.00 $4,300.00 $34,400.00 $4,877.33 $4,877.33 $4,030.00 $4,030.00 $3,765.00 $3,765.00 $2,960.00 $2,960.00 $3,793.48 $11,380.44 $4,750.00 $14,250.00 $2,505.00 $7,515.00 $2,480.00 $7,440.00 $6,503.10 $13,006.20 $14,900.00 $29,800.00 $12,440.00 $24,880.00 $11,680.00 $23,360.00 $32.52 $2,601.60 $23.60 $1,888.00 $64.00 $5,120.00 $28.00 $2,240.00 $32.52 $36,097.20 $22.20 $24,642.00 $20.50 $22,755.00 $24.25 $26,917.50 $48.77 $1,365.56 $30.90 $865.20 $67.00 $1,876.00 $62.50 $1,750.00 $48.77 $4,486.84 $32.30 $2,971.60 $67.00 $6,164.00 $46.00 $4,232.00 $48.77 $19,117.84 $31.40 $12,308.80 $16.50 $6,468.00 $44.00 $17,248.00 $48.77 $44,088.08 $57.40 $51,889.60 $35.50 $32,092.00 $25.00 $22,600.00 $270.96 $2,167.68 $375.00 $3,000.00 $764.00 $6,112.00 $407.00 $3,256.00 193807229-Bid Tabs.xlsm BT-8 19 9 BID TABULATION Item Num Item Units Qty 75 6" DRAINTILE CLEANOUT W/ THREADED CAP EACH 7 76 8" DRAINTILE CLEAOUT W/ THREADED CAP EACH 2 77 PRECAST CONCRETE HEADWALL W/ RODENT SCREEN EACH 6 78 8" PVC SCH 40 PIPE - STORM LIN FT 337 79 ROOF DRAIN CONNECTION EACH 3 80 BIOFILTRATION MEDIA MIX C (CV) (P) CU YD 282 81 1/4-INCH PEA GRAVEL (CV) (P) CU YD 56 82 COARSE FILTER AGGREGATE (CV) (P) CU YD 146 83 FLARED END RIPRAP CLASS III TON 75 84 CONNECT TO EXISTING SEWER PIPE EACH 1 85 4' DIA SANITARY SEWER STRUCTURE EACH 5 86 8" PVC SANITARY SEWER PIPE, SDR 35 LIN FT 639 87 8" PVC SANITARY SEWER PIPE, SDR 26 LIN FT 618 88 4" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 78 89 8" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 13 90 CONNECT TO EXISTING SEWER SERVICE EACH 1 91 8"X4" PVC WYE – SANITARY EACH 1 92 8"X4" PVC ECCENTRIC REDUCER – SANITARY EACH 1 93 4" PVC BEND – SANITARY EACH 1.00 94 4" PVC CAP – SANITARY EACH 1 95 IMPROVED PIPE FOUNDATION (12" THICK) LIN FT 130 96 CONNECT TO EXISTING WATERMIAN EACH 1 97 4" PVC C900 WATERMAIN LIN FT 170 98 8" PVC C900 WATERMAIN LIN FT 1011 99 4" GATE VALVE AND BOX EACH 1 100 6" GATE VALVE AND BOX EACH 1 101 8" GATE VALVE AND BOX EACH 3 102 INSTALL HYDRANT AND VALVE EACH 1 103 6" DIP CL-52 HYDRANT LEAD LIN FT 26 104 DUCTILE IRON FITTINGS POUND 506 105 2" HDPE SDR-9 SERVICE LINE LIN FT 92 106 2" SERVICE SADDLE EACH 2 107 2" CORPORATION STOP EACH 2 108 2" CURB STOP AND BOX EACH 2 109 SERVICE CONNECTION CABINET AND METER SOCKET EACH 1 110 ELECTRICAL HANDHOLE EACH 2 111 PVC SCH 40 CONDUIT (1.5") LIN FT 1340 112 PVC SCH 40 CONDUIT (2") LIN FT 137 113 PVC SCH 40 CONDUIT (3") LIN FT 190 114 PVC SCH 40 CONDUIT (4") LIN FT 880 115 #12 AWG XHHW WIRE LIN FT 4020 116 #350 AWG XHHW WIRE LIN FT 160 117 #500 AWG XHHW WIRE LIN FT 600 118 LIGHTING UNIT TYPE PL EACH 6 119 LANDSCAPE BOULDER EACH 20 120 CONCRETE STAIRS SQ FT 100 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc. Park Construction Company $325.16 $2,276.12 $680.00 $4,760.00 $847.00 $5,929.00 $491.00 $3,437.00 $379.35 $758.70 $1,590.00 $3,180.00 $1,015.00 $2,030.00 $682.00 $1,364.00 $4,877.33 $29,263.98 $780.00 $4,680.00 $461.00 $2,766.00 $1,800.00 $10,800.00 $75.87 $25,568.19 $48.00 $16,176.00 $60.00 $20,220.00 $57.00 $19,209.00 $162.58 $487.74 $982.00 $2,946.00 $847.00 $2,541.00 $956.00 $2,868.00 $97.55 $27,509.10 $61.60 $17,371.20 $67.50 $19,035.00 $60.00 $16,920.00 $48.77 $2,731.12 $147.00 $8,232.00 $101.00 $5,656.00 $277.00 $15,512.00 $43.35 $6,329.10 $135.00 $19,710.00 $136.00 $19,856.00 $214.00 $31,244.00 $65.03 $4,877.25 $115.00 $8,625.00 $100.00 $7,500.00 $101.00 $7,575.00 $4,335.40 $4,335.40 $3,550.00 $3,550.00 $3,645.00 $3,645.00 $2,430.00 $2,430.00 $4,877.33 $24,386.65 $6,190.00 $30,950.00 $6,965.00 $34,825.00 $5,980.00 $29,900.00 $65.03 $41,554.17 $73.80 $47,158.20 $72.50 $46,327.50 $117.00 $74,763.00 $65.03 $40,188.54 $84.40 $52,159.20 $76.00 $46,968.00 $120.00 $74,160.00 $59.61 $4,649.58 $50.60 $3,946.80 $82.50 $6,435.00 $49.25 $3,841.50 $65.03 $845.39 $64.80 $842.40 $70.50 $916.50 $65.00 $845.00 $5,961.18 $5,961.18 $1,150.00 $1,150.00 $2,365.00 $2,365.00 $1,490.00 $1,490.00 $270.96 $270.96 $556.00 $556.00 $519.00 $519.00 $539.00 $539.00 $270.96 $270.96 $444.00 $444.00 $598.00 $598.00 $455.00 $455.00 $108.39 $108.39 $147.00 $147.00 $225.00 $225.00 $114.00 $114.00 $27.10 $27.10 $153.00 $153.00 $224.00 $224.00 $123.00 $123.00 $54.19 $7,044.70 $22.00 $2,860.00 $119.00 $15,470.00 $9.50 $1,235.00 $3,793.48 $3,793.48 $3,880.00 $3,880.00 $2,575.00 $2,575.00 $3,040.00 $3,040.00 $65.03 $11,055.10 $44.70 $7,599.00 $50.00 $8,500.00 $45.25 $7,692.50 $81.29 $82,184.19 $61.30 $61,974.30 $57.50 $58,132.50 $76.50 $77,341.50 $3,251.55 $3,251.55 $1,110.00 $1,110.00 $2,665.00 $2,665.00 $2,050.00 $2,050.00 $4,335.40 $4,335.40 $3,560.00 $3,560.00 $3,040.00 $3,040.00 $2,390.00 $2,390.00 $5,419.25 $16,257.75 $4,800.00 $14,400.00 $4,035.00 $12,105.00 $3,300.00 $9,900.00 $8,128.88 $8,128.88 $13,600.00 $13,600.00 $10,970.00 $10,970.00 $10,630.00 $10,630.00 $619.34 $16,102.84 $117.00 $3,042.00 $146.00 $3,796.00 $97.00 $2,522.00 $27.10 $13,712.60 $27.00 $13,662.00 $33.00 $16,698.00 $14.50 $7,337.00 $59.61 $5,484.12 $42.10 $3,873.20 $70.00 $6,440.00 $49.80 $4,581.60 $1,625.78 $3,251.56 $670.00 $1,340.00 $899.00 $1,798.00 $883.00 $1,766.00 $270.97 $541.94 $907.00 $1,814.00 $925.00 $1,850.00 $930.00 $1,860.00 $867.08 $1,734.16 $1,240.00 $2,480.00 $1,435.00 $2,870.00 $1,130.00 $2,260.00 $9,321.11 $9,321.11 $36,300.00 $36,300.00 $33,930.00 $33,930.00 $36,150.00 $36,150.00 $1,625.78 $3,251.56 $1,650.00 $3,300.00 $1,940.00 $3,880.00 $1,800.00 $3,600.00 $9.75 $13,065.00 $12.40 $16,616.00 $14.50 $19,430.00 $13.75 $18,425.00 $10.84 $1,485.08 $15.50 $2,123.50 $18.00 $2,466.00 $17.00 $2,329.00 $13.01 $2,471.90 $16.50 $3,135.00 $19.50 $3,705.00 $18.25 $3,467.50 $17.34 $15,259.20 $20.70 $18,216.00 $24.00 $21,120.00 $23.00 $20,240.00 $1.08 $4,341.60 $1.55 $6,231.00 $1.80 $7,236.00 $1.75 $7,035.00 $16.26 $2,601.60 $31.00 $4,960.00 $36.50 $5,840.00 $34.00 $5,440.00 $21.68 $13,008.00 $41.30 $24,780.00 $48.50 $29,100.00 $45.50 $27,300.00 $5,419.25 $32,515.50 $7,180.00 $43,080.00 $8,420.00 $50,520.00 $7,900.00 $47,400.00 $1,100.00 $22,000.00 $686.00 $13,720.00 $1,255.00 $25,100.00 $2,010.00 $40,200.00 $54.19 $5,419.00 $94.90 $9,490.00 $112.00 $11,200.00 $114.00 $11,400.00 193807229-Bid Tabs.xlsm BT-9 20 0 BID TABULATION Item Num Item Units Qty 121 STAIR HANDRAIL LIN FT 30 122 PLAY CONTAINER THICKENED CONCRETE EDGE LIN FT 168 123 PLAY CONTAINER CONCRETE CURB LIN FT 258 124 PLAY FEATURE THICKENED CONCRETE EDGE LIN FT 125 125 TOPSOIL – IMPORT FOR PLANTING BEDS CU YD 166 126 COMPOST TYPE 2 CU YD 34 127 WOOD MULCH TYPE 6 CU YD 150 128 DECIDUOUS TREE - 2" CAL B&B EACH 47 129 DECIDUOUS TREE - ORNAMENTAL- 2" CAL B&B EACH 1 130 CONIFEROUS TREE - ORNAMENTAL - 6FT B&B EACH 6 131 DECIDUOUS SHRUB - NO 2 CONT EACH 89 132 EVERGREEN SHRUB- NO. 2 CONT EACH 24 133 PERENNIAL - 1 GALLON EACH 339 134 LANDSCAPE METAL EDGER LIN FT 75 135 SITE FURNISHING - BENCH EACH 7 136 SITE FURNISHING - PICNIC TABLE EACH 2 137 SITE FURNISHING - BIKE RACK EACH 1 138 IRRIGATION SYSTEM LUMP SUM 1 139 IRRIGATION CABINET - WATER AND ELECTRIC SERVICE LUMP SUM 1 TOTAL BASE BID ALTERNATE A BID – BOARDWALK: A.1 CLEARING ACRE 0.4 A.2 GRUBBING ACRE 0 A.3 SILT FENCE TYPE MS - MAINTAINED LIN FT 779 A.4 CONCRETE ABUTMENT FOR TRAIL/BOARDWALK CONNECTION EACH 2 A.5 12' WIDE BOARDWALK WITH WOOD RAILING SQ FT 1728 A.6 BOARDWALK SUPPORT WITH HELICAL ANCHORS EACH 34 A.7 ADDITIONAL LENGTH OF HELICAL PIER LIN FT 100 A.8 HELICAL PILE COMPRESSION LOAD TEST LUMP SUM 1 TOTAL ALTERNATE A BID – BOARDWALK: ALTERNATE B BID – REGIONAL TRAIL: B.1 EXCAVATION - COMMON (EV) (P) CU YD 433 B.2 COMMON EMBANKMENT (CV) (P) CU YD 853 B.3 REMOVE CULVERT PIPE LIN FT 20 B.4 REMOVE CHAIN LINK FENCE LIN FT 60 B.5 SILT FENCE TYPE MS - MAINTAINED LIN FT 267 B.6 HYDRAULIC STABLIZED FIBER MATRIX POUND 7700 B.7 FERTILIZER TYPE 2 (@200 LB/ACRE) POUND 540 B.8 SEEDING ACRE 3 B.9 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 140 B.10 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 70 B.11 SEED MIXTURE 36-711 (@34 LB/ACRE) POUND 10 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc. Park Construction Company $233.03 $6,990.90 $243.00 $7,290.00 $286.00 $8,580.00 $269.00 $8,070.00 $9.71 $1,631.28 $15.30 $2,570.40 $27.00 $4,536.00 $24.00 $4,032.00 $18.82 $4,855.56 $52.00 $13,416.00 $70.00 $18,060.00 $64.50 $16,641.00 $35.65 $4,456.25 $15.30 $1,912.50 $30.00 $3,750.00 $24.00 $3,000.00 $32.52 $5,398.32 $81.60 $13,545.60 $49.50 $8,217.00 $74.50 $12,367.00 $54.19 $1,842.46 $69.00 $2,346.00 $80.50 $2,737.00 $65.00 $2,210.00 $92.13 $13,819.50 $118.00 $17,700.00 $105.00 $15,750.00 $113.00 $16,950.00 $474.28 $22,291.16 $689.00 $32,383.00 $542.00 $25,474.00 $678.00 $31,866.00 $496.44 $496.44 $1,150.00 $1,150.00 $567.00 $567.00 $701.00 $701.00 $463.21 $2,779.26 $713.00 $4,278.00 $529.00 $3,174.00 $690.00 $4,140.00 $42.78 $3,807.42 $71.40 $6,354.60 $49.00 $4,361.00 $85.50 $7,609.50 $51.65 $1,239.60 $99.10 $2,378.40 $59.00 $1,416.00 $97.00 $2,328.00 $15.17 $5,142.63 $27.50 $9,322.50 $17.50 $5,932.50 $40.00 $13,560.00 $9.75 $731.25 $20.90 $1,567.50 $11.00 $825.00 $28.50 $2,137.50 $2,167.70 $15,173.90 $3,320.00 $23,240.00 $3,905.00 $27,335.00 $3,700.00 $25,900.00 $3,793.48 $7,586.96 $3,320.00 $6,640.00 $3,905.00 $7,810.00 $3,700.00 $7,400.00 $1,300.62 $1,300.62 $1,790.00 $1,790.00 $2,105.00 $2,105.00 $1,990.00 $1,990.00 $33,317.55 $33,317.55 $27,800.00 $27,800.00 $32,790.00 $32,790.00 $33,060.00 $33,060.00 $14,820.56 $14,820.56 $10,900.00 $10,900.00 $12,880.00 $12,880.00 $28,380.00 $28,380.00 $2,246,759.78 $2,400,680.25 $2,457,132.70 $2,538,010.38 $16,275.75 $6,510.30 $3,870.00 $1,548.00 $4,060.00 $1,624.00 $9,780.00 $3,912.00 $16,275.75 $6,510.30 $2,580.00 $1,032.00 $2,710.00 $1,084.00 $3,670.00 $1,468.00 $1.84 $1,433.36 $2.30 $1,791.70 $2.40 $1,869.60 $1.90 $1,480.10 $3,034.78 $6,069.56 $11,500.00 $23,000.00 $9,915.00 $19,830.00 $12,720.00 $25,440.00 $135.48 $234,109.44 $143.00 $247,104.00 $150.00 $259,200.00 $157.00 $271,296.00 $1,826.29 $62,093.86 $1,740.00 $59,160.00 $2,455.00 $83,470.00 $1,570.00 $53,380.00 $352.25 $35,225.00 $67.00 $6,700.00 $66.00 $6,600.00 $79.00 $7,900.00 $6,503.10 $6,503.10 $6,180.00 $6,180.00 $27,670.00 $27,670.00 $6,350.00 $6,350.00 $358,454.92 $346,515.70 $401,347.60 $371,226.10 $5.96 $2,580.68 $23.10 $10,002.30 $51.00 $22,083.00 $58.35 $25,265.55 $54.19 $46,224.07 $23.50 $20,045.50 $34.00 $29,002.00 $28.75 $24,523.75 $97.55 $1,951.00 $32.10 $642.00 $23.00 $460.00 $33.00 $660.00 $3.25 $195.00 $34.10 $2,046.00 $8.50 $510.00 $33.00 $1,980.00 $1.84 $491.28 $1.75 $467.25 $2.40 $640.80 $1.90 $507.30 $1.25 $9,625.00 $1.20 $9,240.00 $1.40 $10,780.00 $1.30 $10,010.00 $1.13 $610.20 $1.25 $675.00 $1.10 $594.00 $1.40 $756.00 $319.74 $863.30 $307.00 $828.90 $1,115.00 $3,010.50 $333.00 $899.10 $3.03 $424.20 $2.90 $406.00 $3.30 $462.00 $3.20 $448.00 $27.16 $1,901.20 $26.10 $1,827.00 $15.00 $1,050.00 $28.25 $1,977.50 $15.61 $156.10 $15.00 $150.00 $35.00 $350.00 $16.25 $162.50 193807229-Bid Tabs.xlsm BT-10 20 1 BID TABULATION Item Num Item Units Qty B.12 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - REGIONAL TRAIL TON 650 B.13 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 1424 B.14 6" CONCRETE SIDEWALK SQ YD 10 B.15 TRUNCATED DOMES SQ FT 20 B.16 15" RC PIPE STORM CLASS V LIN FT 33 B.17 15" RC FLARED END SECTION W/TRASH GUARD EACH 2 B.18 CONCRETE APRON AT ABUTMENT SQ YD 9 B.19 4FT HIGH POLY COATED CHAIN LINK FENCE LIN FT 64 TOTAL ALTERNATE B BID – REGIONAL TRAIL: ALTERNATE C BID – PARKING LOT PAVING: C.1 BITUMINOUS MATERIAL FOR TACK COAT GAL 294 C.2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 705 C.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 529 C.4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 74 C.5 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 144 C.6 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 3012 C.7 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI- COMP LUMP SUM 1 C.8 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1,399 C.9 DELETE CONCRETE RIBBON CURB LIN FT -278 C.10 6" CONCRETE SIDEWALK SQ YD 125 C.11 ADA STALL SIGN AND POST EACH 4 C.12 TOPSOIL - IMPORT CU YD 69 C.13 COMPOST TYPE 2 CU YD 14 C.14 WOOD MULCH TYPE 6 CU YD 41 C.15 DECIDUOUS TREE- 2" CAL B&B EACH 7 C.16 DECIDUOUS SHRUB - NO 2 CONT EACH 45 C.17 EXTEND DRIP IRRIGATION TO ISLANDS LUMP SUM 1 TOTAL ALTERNATE C BID – PARKING LOT PAVING: ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT: D.1 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - PINWHEEL TRAILS TON 370 D.2 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 66 D.3 DELETE AGGREGATE SURFACING CLASS 2 TON -66 TOTAL ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT: Unit Price Total Unit Price Total Unit Price Total Unit Price Total Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc. Park Construction Company $98.60 $64,090.00 $118.00 $76,700.00 $108.00 $70,200.00 $124.00 $80,600.00 $21.68 $30,872.32 $38.90 $55,393.60 $29.00 $41,296.00 $31.50 $44,856.00 $84.54 $845.40 $207.00 $2,070.00 $93.00 $930.00 $210.00 $2,100.00 $70.45 $1,409.00 $66.30 $1,326.00 $71.00 $1,420.00 $73.50 $1,470.00 $75.87 $2,503.71 $89.40 $2,950.20 $95.00 $3,135.00 $107.00 $3,531.00 $3,251.55 $6,503.10 $2,200.00 $4,400.00 $2,405.00 $4,810.00 $3,070.00 $6,140.00 $163.66 $1,472.94 $154.00 $1,386.00 $165.00 $1,485.00 $169.00 $1,521.00 $62.86 $4,023.04 $70.10 $4,486.40 $62.00 $3,968.00 $141.00 $9,024.00 $176,741.54 $195,042.15 $196,186.30 $216,431.70 $4.20 $1,234.80 $3.85 $1,131.90 $6.50 $1,911.00 $2.30 $676.20 $91.02 $64,169.10 $83.50 $58,867.50 $86.00 $60,630.00 $103.00 $72,615.00 $104.26 $55,153.54 $91.80 $48,562.20 $105.00 $55,545.00 $108.00 $57,132.00 $206.92 $15,312.08 $125.00 $9,250.00 $222.00 $16,428.00 $173.00 $12,802.00 $21.68 $3,121.92 $33.30 $4,795.20 $31.50 $4,536.00 $30.75 $4,428.00 $3.25 $9,789.00 $3.05 $9,186.60 $3.60 $10,843.20 $3.40 $10,240.80 $1,029.66 $1,029.66 $969.00 $969.00 $3,000.00 $3,000.00 $1,070.00 $1,070.00 $29.26 $40,934.74 $27.50 $38,472.50 $34.50 $48,265.50 $46.75 $65,403.25 $29.26 -$8,134.28 $27.54 -$7,656.12 $33.50 -$9,313.00 $30.50 -$8,479.00 $93.75 $11,718.75 $119.00 $14,875.00 $93.00 $11,625.00 $182.00 $22,750.00 $1,625.78 $6,503.12 $408.00 $1,632.00 $437.00 $1,748.00 $451.00 $1,804.00 $65.03 $4,487.07 $65.40 $4,512.60 $45.00 $3,105.00 $56.00 $3,864.00 $70.45 $986.30 $52.80 $739.20 $73.00 $1,022.00 $65.00 $910.00 $92.13 $3,777.33 $105.00 $4,305.00 $95.50 $3,915.50 $113.00 $4,633.00 $474.28 $3,319.96 $651.00 $4,557.00 $493.00 $3,451.00 $577.00 $4,039.00 $42.78 $1,925.10 $61.00 $2,745.00 $44.50 $2,002.50 $73.00 $3,285.00 $12,952.01 $12,952.01 $6,510.00 $6,510.00 $6,970.00 $6,970.00 $13,620.00 $13,620.00 $228,280.20 $203,454.58 $225,684.70 $270,793.25 $109.10 $40,367.00 $120.00 $44,400.00 $108.00 $39,960.00 $122.00 $45,140.00 $21.68 $1,430.88 $72.60 $4,791.60 $57.50 $3,795.00 $75.50 $4,983.00 $1.08 -$71.28 $81.17 -$5,357.22 $46.50 -$3,069.00 $11.00 -$726.00 $41,726.60 $43,834.38 $40,686.00 $49,397.00 193807229-Bid Tabs.xlsm BT-11 20 2 BID TABULATION Item Num Item Units Qty ALTERNATE E BID – PEDESTRIAN LIGHTING: E.1 LIGHTING UNIT TYPE PD EACH 14 E.2 PVC SCH 40 CONDUIT (1.5”) LIN FT 1,276 E.3 #12 AWG XHHW WIRE LIN FT 3,045 TOTAL ALTERNATE E BID – PEDESTRIAN LIGHTING: ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM: F.1 ATHLETIC FIELD IRRIGATION SYSTEM LUMP SUM 1 F.2 DEDUCT FOR IMPROVED PLANT/SEEDING WARRANTY LUMP SUM 1 TOTAL ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM: TOTAL BASE BID TOTAL ALTERNATE A BID – BOARDWALK: TOTAL ALTERNATE B BID – REGIONAL TRAIL: TOTAL ALTERNATE C BID – PARKING LOT PAVING: TOTAL ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT: TOTAL ALTERNATE E BID – PEDESTRIAN LIGHTING: TOTAL ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM: Phone: Email: Signed By: Title: Bid Security: Addenda Acknowledged: Contractor Name and Address: Unit Price Total Unit Price Total Unit Price Total Unit Price Total Bidder No. 8 Veit & Company, Inc. Bidder No. 7 U. S. SiteWork, Inc. Bidder No. 5 Bidder No. 6 BCI Construction, Inc. Park Construction Company $4,253.60 $59,550.40 $13,400.00 $187,600.00 $13,670.00 $191,380.00 $14,700.00 $205,800.00 $10.63 $13,563.88 $12.40 $15,822.40 $12.50 $15,950.00 $13.50 $17,226.00 $1.06 $3,227.70 $1.55 $4,719.75 $1.60 $4,872.00 $1.75 $5,328.75 $76,341.98 $208,142.15 $212,202.00 $228,354.75 $71,645.51 $71,645.51 $63,700.00 $63,700.00 $68,240.00 $68,240.00 $72,840.00 $72,840.00 $2,126.80 $2,126.80 -$21,817.80 -$21,817.80 -$21,000.00 -$21,000.00 $4,500.00 $4,500.00 $73,772.31 $41,882.20 $47,240.00 $77,340.00 $2,246,759.78 $2,400,680.25 $2,457,132.70 $2,538,010.38 $358,454.92 $346,515.70 $401,347.60 $371,226.10 $176,741.54 $195,042.15 $196,186.30 $216,431.70 $228,280.20 $203,454.58 $225,684.70 $270,793.25 $41,726.60 $43,834.38 $40,686.00 $49,397.00 $76,341.98 $208,142.15 $212,202.00 $228,354.75 $73,772.31 $41,882.20 $47,240.00 $77,340.00 bbankers@bciconstruction.us mchristianson@park1916.com estimating@ussitework.com steve.hedtke@veitusa.com Brian Bankers Michael Christianson Bart Anderson Steve Hedtke Chief Operating Officer VP CEO Chief Financial Officer Bid Bond Bid Bond Bid Bond Bid Bond 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 (320) 393-3185 763-786-9800 (763) 428-2242 Veit & Company, Inc. 14000 Veit Place Rogers, MN 55374 (763) 280-8508 7135 5th Ave. NE 1481 81st Avenue NE Sauk Rapids, MN 56379 Minneapolis, MN 55432 U. S. SiteWork, Inc. 11040 183rd Circil NW, Suite B Elk River, MN 55330 BCI Construction, Inc. Park Construction Company 193807229-Bid Tabs.xlsm BT-12 20 3 Jessica, As you know, we experienced a high level of interest from bidders on this project yielding (10) qualified bidders. The bid spread was relatively tight with the (3) low bidders within $155,000 of each other. The low bidder was significantly lower than the engineering estimate. This is always cause for some concern. As such, additional levels of due diligence were done by both myself and the contractor prior to making this recommendation. The apparent low bidder for your project has been identified as Valint Construction Services, located in Fargo, ND. The contractor has provided us with their Responsible Contractor form per Minnesota Statute 16C.285, subdivision 3. The contractor has also provided us with a Schedule of Values, and their list of first tier subcontractors, and references which we have reviewed. I have had an opportunity to discuss the project and bid conditions with Corey Wickham, the owner / president at Valint. Corey has given me every indication that they have reviewed their base bid and alternate and are comfortable with their bid numbers, Performance and Payment Bonds, as well as the insurance requirements. After some discussion and appropriate review and diligence within the given time frame, I think we have an engaged contractor who is ready to begin work. I see no reason not to proceed with the apparent low bidder should the Agency move forward with the project. Thank You, Thomas Stromsodt Oertel Architects DATE: June 2, 2025 To: Jessica Christensen Buck, CPRP Parks and Recreation Manager City of Corcoran RE: Corcoran City Park 204 Corcoran Community Park Building (#9652857)BID TABULATION Owner: City of Corcoran, MN. Solicitor: Oertel Architects - St Paul 05/28/2025 02:00 PM CDT Valint Construction Services, LLC BCI Constuction Inc. Section Title Line Item Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Alternate # 1 (Deduct)($30,453.00)($31,000.00) 1 Deduct Alternate #1 Each -1 $30,453.00 ($30,453.00)$31,000.00 ($31,000.00) Alternate # 2 (Deduct)($13,443.00)($23,000.00) 2 Deduct Alternate #2 Each -1 $13,443.00 ($13,443.00)$23,000.00 ($23,000.00) Base Bid $2,215,125.00 $2,269,069.00 3 Base Bid Lump sum bid number for the entire project LS 1 $2,215,125.00 $2,215,125.00 $2,269,069.00 $2,269,069.00 Base Bid Total:$2,215,125.00 $2,269,069.00 American Liberty Construction, Inc.Breitbach Construction Co.Ebert Companies Schreiber Mullaney Construction Co., Inc Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension ($58,000.00)($48,500.00)($44,900.00)($39,460.00) $58,000.00 ($58,000.00)$48,500.00 ($48,500.00)$44,900.00 ($44,900.00)$39,460.00 ($39,460.00) ($52,000.00)($49,300.00)($57,800.00)($62,083.00) $52,000.00 ($52,000.00)$49,300.00 ($49,300.00)$57,800.00 ($57,800.00)$62,083.00 ($62,083.00) $2,369,000.00 $2,435,000.00 $2,477,000.00 $2,610,000.00 $2,369,000.00 $2,369,000.00 $2,435,000.00 $2,435,000.00 $2,477,000.00 $2,477,000.00 $2,610,000.00 $2,610,000.00 $2,369,000.00 $2,435,000.00 $2,477,000.00 $2,610,000.00 Project One Construction, Inc.Rochon Dering Pierson Group Brennan Construction of MN, Inc. Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension ($50,000.00)($18,000.00)($38,000.00)($37,581.00) $50,000.00 ($50,000.00)$18,000.00 ($18,000.00)$38,000.00 ($38,000.00)$37,581.00 ($37,581.00) ($47,000.00)($60,000.00)($46,000.00)($79,126.00) $47,000.00 ($47,000.00)$60,000.00 ($60,000.00)$46,000.00 ($46,000.00)$79,126.00 ($79,126.00) $2,725,135.00 $2,769,000.00 $2,807,500.00 $3,512,000.00 $2,725,135.00 $2,725,135.00 $2,769,000.00 $2,769,000.00 $2,807,500.00 $2,807,500.00 $3,512,000.00 $3,512,000.00 $2,725,135.00 $2,769,000.00 $2,807,500.00 $3,512,000.00 205 STAFF REPORT Agenda Item: 9.a Council Meeting: June 12, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Hennepin County - CSAH 19 & CR 117 Intersection Improvements Action Required: Direction Summary Hennepin County, in coordination with the Cities of Corcoran and Hanover, is preparing for the reconstruction of the County Road 19, 109th Ave N, and Crow Hassan Park Road intersection in the Cities of Corcoran and Hanover. This intersection was identified as a priority site location in the County Road Safety Plan. This project has received federal congressionally directed funding. Construction is anticipated to start in Spring 2027. County Road 19 was last reconstructed in 2007; however, the four-legged intersection, which includes three different county roadways; County Road 19, County Road 117 (109th Ave N), and County Road 203 (Crow Hassan Park Rd), was mainly left unchanged. The existing traffic control device includes a unique three-way stop control for the east, north, and west legs of the intersection, with a slip lane providing free right turn movements for the eastbound rights. Northbound movements are not stop controlled. This was designed to prioritize vehicular traffic for the higher volume movements going north to west and east to south along County Road 19. The nonstandard intersection configuration can cause confusion for the traveling public and has resulted in several accidents. The Three Rivers Park District Lake Independence Regional Trail crosses the project area at the east and north legs of the intersection. The existing crossing facilities and lighting at this intersection are limited. Intersection safety will be evaluated and addressed with this project. A communication plan has been developed for this project. The following tactics will be used to engage the public and keep people informed about the intersection improvements: Public Open Houses Community Pop Up events Hennepin County Website City Newsletters City Social Media Posts Mayor and City Council Communication GovDelivery emails Project Fact Sheets Yard Signs along bike/pedestrian trail 4 x 4 signs along roadway Communication with adjacent property owners Communication to the Public will begin in the summer of 2025 with preliminary design layouts. It is anticipated that 60% plans will be completed by December of 2025, 90% plans by June of 2026, with 100% plans & specs by November of 2026 and anticipated construction for Spring/Fall of 2027. 206 Financial/Budget Hennepin County has identified an estimated overall project cost of $4,390,000 with a cost share amount to Corcoran of $167,000 as outlined below. $60,000 – Right-of-Way Needs $70,000 – Construction $37,000 – Contingency Potential city funding sources include State Aid Funds or local funds. Staff initial preference is to explore the use of State Aid Funds and will continue to coordinate with Hennepin County to confirm eligible funding options. Options Not Applicable Recommendation Review the information and provide staff feedback. Council Action Review the information and provide staff feedback. This is for information purposes only. Staff will return to Council with project schedule updates and more details cost participation information as it becomes available. Attachments 1. project area_20250528.pdf 207 20 8 STAFF REPORT Agenda Item: 9.b Council Meeting: June 12, 2025 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: Horseshoe Trail Street Improvements Action Required: Direction Summary As part of the Tavera Development, the developer is responsible for street improvements to sections of Horseshoe Trail and Old Settlers Road as generally shown on the attached exhibit. This improvement project orphans an approximately 620’ section of existing gravel road along Horseshoe Trail between the eastern boundary of the Tavera development and the existing pavement on the east end of Horseshoe Trail at the curve with Trail Lane (see attachment). This section of gravel road was discussed as part of the Tavera Development, with the general consensus of the previous Council, that if it remained gravel it may discourage cut-through traffic for the existing residential neighborhood to the east. However, staff remains concerned over long term maintenance costs associated with leaving a short gap between two sections of paved roads. Staff is seeking feedback on the following items: 1. Is there support for obtaining bids to pave this section of Horseshoe Trail? 1. City would be responsible with a preliminary cost estimate of $135,000 2. Work is anticipated to include limited stormwater and drainage improvements 3. Potential value to combine with a larger project to achieve economy of scale efficiencies. 2. If there is support, per City policy, does the Council want to consider possible assessments to benefiting properties under the Chapter 429 process or waive that funding option? 1. A feasibility report and additional Public Hearings would be required under Chapter 429 process. Financial/Budget Potential funding options include 2026 General Asphalt Maintenance funds, Pavement Maintenance fund, and/or assessments. Options 1. Direct staff to obtain an engineering proposal to include a project Alternate to design and bid without assessments 2. Direct staff to obtain an engineering proposal to include a project Alternate to design and bid under 209 the Chapter 429 process. 3. Other 4. Decline Recommendation Staff recommends Options 1 or 2 Council Action Provide staff direction. Attachments 1. Project Figure.pdf 210 Orphaned ~620’ 211 STAFF REPORT Agenda Item: 12.a Council Meeting: June 12, 2025 Prepared By: Deb Johnson, City Clerk Topic: 2025 City Council Schedule Action Required: Information Only Council Action None Attachments 1. 2025 City Council Meeting Calendar as of 6.12.25.pdf 212 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 10 213 2 City of Corcoran 2025 City Council Schedule (as of June 12, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. June 23, 2025 Work Session - Ribbon Cutting and Elected Tour: 5:00-6:30pm • Water Treatment Plant Grand Opening June 23, 2025* (*NOTE: Monday Regular Council Meeting*) • RFP Space/Needs Analysis • RFP Recycling • On-Call Policy • Bellwether Boardwalk Amenity Selection • Resoluation for Appointment of Seasonals and Lieutenant • Industrial/Commercial Update • Camp Solberg • Norling OS&P • M&J Agribusiness Zoning Ordinance Amendment June 25-27, 2025 League of Minnesota Cities Annual Conference (Duluth) July 10, 2025 • 2024 Finanical Audit Result Presentation • Employee Handbood Updates • City Park Renaming • Public Hearing: Easement Vactation/Lot Line for Upward Acres • PUD Amendment Cook Lake Heights July 24, 2025 Work Session • Fire Services July 24, 2025 • Quarterly Financial Report August 5, 2025 (*NOTE: Tuesday*) NITE TO UNITE August 14, 2025 Work Session August 14, 2025 • 2QTR Financial Report August 15-16 Corcoran Country Daze August 28, 2025 September 11, 2025 • Set Not to Exceed 2026 Levy • Firearms Ordinance September 25, 2025 October 9, 2025 214 3 October 16, 2025 • Resolution designating 2026 Polling locations November 13, 2025 November 24, 2025* (NOTE: Monday) December 11, 2025 • Truth in Taxation - 2026 Levy 215