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2026-07-23 City Council Agenda Packet
1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations a.Civic Campus Video #3 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approve July 09, 2026 City Council Work Session Minutes and July 09, 2026 City Council Meeting Minutes b.Financial Claims to July 23, 2026 c.2026 Q2 Financial Report d.Nelson International - Acceptance of Public Improvements e.CSAH 19 & CR 117 Intersection Improvements - Roundabout Landscape Plan f.Heritage Park Improvements - Pay Request 9 (Sitework) g.Heritage Park Improvements - Pay Request #11 (Building) h.Approval of Temporary Liquor License for Corcoran Country Daze 7.Consent Agenda Items Removed for Consideration 8.Planning a.Lost Loon Site Plan, Interim Use Permit, and Variance 9.Unfinished Business a.Civic Campus 10.New Business a.Heritage Park Building Survey & Reservation Agreement 11.Staff Reports 12.Council Reports 13.City Council Schedule a.2026 City Council Schedule 14.Adjournment Corcoran City Council - Regular Session Agenda July 23, 2026 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: 4.a Council Meeting: July 23, 2026 Prepared By: Deb Johnson, City Clerk Topic: Civic Campus Video #3 Action Required: Information Only Council Action 2 STAFF REPORT Agenda Item: 6.a Council Meeting: July 23, 2026 Prepared By: Karen Heiden, Deputy Clerk Topic: Approve July 09, 2026 City Council Work Session Minutes and July 09, 2026 City Council Meeting Minutes Action Required: Approval Summary Approve July 09, 2026 City Council Work Session Minutes and July 09, 2026 City Council Meeting Minutes Recommendation Approve July 09, 2026 City Council Work Session Minutes and July 09, 2026 City Council Meeting Minutes Council Action Approve July 09, 2026 City Council Work Session Minutes and July 09, 2026 City Council Meeting Minutes Attachments 1. 2026-07-09 DRAFT Council Work Session Minutes.docx 2. 2026-07-09 DRAFT Council Minutes.docx 3 City of Corcoran City Council Work Session Minutes July 09, 2026 1 The Corcoran City Council met on July 09, 2026, in Corcoran, Minnesota. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present were City Administrator Tobin, City Clerk Johnson, Finance Director Gsellmeier, Community Development Director Davis McKeown, Public Works Director Mattson, and Director of Public Safety Gottschalk. OIGINAL 1. Call to Order Mayor McKee called the work session to order at 5:30 pm 2. Scheduled Items a. 2027 Budget Goals and Priorities Finance Director Gsellmeier gave report to council to discuss budget goals and priorities with 2 things would like to discuss: 1. understand any spending items or initiatives would like to prioritize 2. financial targets to consider. Council discussed. 3. Adjournment Motion: made by Lanterman, seconded by Nichols to adjourn Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) The Work Session was adjourned at 6:47 pm on Thursday, July 09, 2026. Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 4 City of Corcoran City Council Minutes July 09, 2026, 7pm 1 The Corcoran City Council met on July 09, 2026, in Corcoran, Minnesota. The City Council meeting was held in person, and the public was present in person. The meeting was also available to view online through electronic means using live streaming service through Granicus. Mayor McKee, Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present: City Administrator Tobin, City Clerk Johnson, Finance Director Gsellmeier, Community Development Director McKeown Davis, Planner Klingbeil, Public Safety Director Gottschalk, and City Attorney Thames. 1. Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3. Agenda Approval Mayor McKee stated there were no changes to the agenda. MOTION: made by Vehrenkamp, seconded by Friedrich to approve the agenda as amended. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 4. Presentations a. Hennepin County Commissioner Kevin Anderson Kevin Anderson gave report. Council discussed. b. 2025 Audit Update Ryan Schmidt, Schlenner, Wenner & Company gave report. 5. Open Forum Mayor McKee invited residents to come forward to address the Council during Open Forum for any items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity. Kevin Pumarlo, 10009 Jack Pine Lane, addressed the council regarding traffic issues on County Road 30. Nate Kariniemi, 20795 Larkin Road, addressed the council bringing a follow-up question made by the Mayor at the May 28th council meeting regarding the trail design plan on County Road 10 and County Road 19 (Kariniemi Meadows). Requesting other options and wants to finish his project. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved June 25, 2026 City Council Minutes. b. Financial Claims Action – Approved Financial Claims for July 09, 2026. c. 2025 Audit Financial Statements Action – Informational Only. d. Police Department Vehicle Use Policy Action – Approved the Police Department Vehicle Use Policy as presented. e. Wayfinding Policy and Sign Design Action – Approved the Wayfinding Policy and design of the sign family, with direction for staff to procure quotes for signage at Heritage Park and Wildflower Park. f. Letter of Support – Hennepin County CSAH 19 and CR 30 Multimodal Safety Improvements 5 City of Corcoran City Council Minutes July 09, 2026, 7pm 2 Action – Approved to authorize staff to submit a letter of support for a grant application for improvements to the CSAH 19 and CR 30 intersection. g. Heritage Park - Update Action – Informational Only. h. Letter of Support – Hennepin County CSAH 10 and CSAH 92 Mumble Strip Improvements Action – Approved to authorize staff to submit a letter of support for mumble strip improvements to CSAH 10 and CSAH 92. i. Resolution Approving Receipt of Community Safety Grant Action – Adopted Resolution 2026-48 Approving Receipt of Community Safety Grant Award from CenterPoint Energy. j. Resolution Acknowledging Donation from Hanover Athletic Association Action – Adopted Resolution 2026-53 Approving the Acknowledgement of a Donation from Hanover Athletic Association to the Youth Firearm Safety Program. k. Public Works Maintenance Worker – Rescind offer and reauthorize to hire Action – Approved to rescind the offer and reauthorize staff to hire the vacant Public Works Maintenance Worker position. MOTION: made by Nichols, seconded by Lanterman to approve consent agenda items 6a-6k. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) 7. Consent Agenda Items Removed for Consideration 8. Planning 9. Unfinished Business a. Civic Campus City Administrator Tobin gave report. Council discussed. Nicole Sanders, 8026 Walnut Lane, addressed the council with questions regarding the civic campus-asking for clarification. Website concerns – Civic Campus page. Kevin Pumarlo, 10009 Jack Pine Lane, commented on building a civic campus. Julie Rouse, 8027 Walnut Ln, addressed the council regarding civic campus. 10. New Business a. Request for Rental Capacity Exemption – 20020 62nd Place MOTION: made by Lanterman, seconded by Nichols to deny the request for applicant at 20020 62nd Place to a rental capacity exemption. Voting Aye: Friedrich, Lanterman, Nichols, and Vehrenkamp Abstain: McKee (Motion carries: 4:0:1) b. Charter and Parks and Trails Commissioner Recommendations Mayor McKee and Councilor Lanterman recommended Margie DuPuis and Anthony Wychgram to the parks and trails commission with term ending February 28, 2028. MOTION: made by Friedrich, seconded by Nichols recommending the appointment of Margie and Tony Wickman to the parks and trails commission. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 11. Staff Reports a. City Administrator Tobin asked for guidance on opening playground. Areas that are not complete by contractors. Limiting hours. Sign for hours of open playground time. 11. Council Reports 12. City Council Schedule 6 City of Corcoran City Council Minutes July 09, 2026, 7pm 3 a. 2026 City Council Schedule 13. Adjournment MOTION: made by Nichols, seconded by Friedrich to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries 5:0) Mayor McKee adjourned the meeting at 9:27 p.m. July 09, 2026. Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 7 STAFF REPORT Agenda Item: 6.b Council Meeting: July 23, 2026 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to July 23, 2026 Action Required: Approval Summary Claims require Council review and approval, those permitted per policy have been completed, while others are pending Council approval. Financial/Budget Claims are within budget or are identified on a case-by-case basis to confirm funding and seek Council approval as necessary. Options Approve claims as presented or amend and approve claims. Recommendation Approve claims as presented. Council Action Approve claims as presented. Attachments 1. 20260723 council.pdf 8 Agenda Item:CLAIMS APPROVED AND PROCESSED Council Meeting: Financial Claims: Check Range:39484 - 39525 Check Register 62,056.22$ 62,056.22$ Financial Claims: Check Range:39526 - 39582 143,616.37$ 143,616.37$ Check Register Total Expenditures Approved 6b 7/23/2026 7/9/2026 Total Expenditures Approved 7/16/2026 9 Agenda Item:CLAIMS PENDING COUNCIL APPROVAL Council Meeting: Financial Claims: Check Range:39583 - 39593 Check Register 982,492.16$ Electronic Funds Transfer 315,697.18$ 1,298,189.34$ Date Amount Description 7/1/2026 39,480.81 PP13 PENSION CONTRIBUTIONS 7/1/2026 63,993.88 JULY HEALTH INSURANCE PREMIUMS 7/3/2026 527.74 PP13 PROCESSING FEE 7/3/2026 3,432.37 JUNE DENTAL/ANCILLARY/SHORT TERM DISABILITY INSURANCE PREMIUMS 7/3/2026 3,512.50 JUNE PAID FAMILY MEDICAL LEAVE PREMIUMS 7/8/2026 19.95 JUNE TRANSACTION PROCESSING FEE 7/8/2026 178.09 JUNE TAVERA ELECTRIC 7/8/2026 204.64 JUNE TRANSACTION PROCESSING FEE 7/8/2026 2,462.09 JUNE TRANSACTION PROCESSING FEE 7/8/2026 13,958.45 JULY PURCHASING CARD MANAGING ACCOUNT STATEMENT 7/9/2026 500.00 MAIL METER POSTAGE 7/9/2026 49,209.35 PP14 TAX WITHHOLDING 7/9/2026 129,506.88 PP14 NET PAY 7/13/2026 576.92 FLEXIBLE SPENDING ACCOUNT FUNDING REQUIREMENT 7/13/2026 1,393.36 JUNE POLICE DEPARTMENT/CITY HALL CELLULAR SERVICE 7/13/2026 25.00 STOP PAYMENT FEE 7/13/2026 OPTUM BANK 6,715.15 PP14 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS METLIFE METLIFE ADP PAYROLL FEES HEALTHPARTNERS MN PERA POSTALIA POSTAGE US BANK INVOICE CLOUD REVTRAK WRIGHT HENNEPIN REVTRAK FARMERS STATE BANK OF HAMEL VERIZON OPTUM CLAIM ADP WAGE PAY ADP TAX Vendor 6b 7/23/2026 7/23/2026 Total Expenditures Approved Electronic Funds Transfer 10 BANK CODE: GEN CHECK DATE: 07/09/2026 INVOICE PAY DATE FROM 07/09/2026 TO 07/09/2026 07/09/2026 01:13 PM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 16,518.75 0.00 6,518.75 ABDO LLP539484GEN07/09/2026 12,450.00 0.00 2,450.00 ABNER SALES328639485GEN07/09/2026 14,993.60 0.00 4,993.60 ADVANCED DRAINAGE SYSTEMS166239486GEN07/09/2026 143.61 0.00 43.61 AMAZON CAPITAL SERVICES227039487GEN07/09/2026 122.43 0.00 22.43 CINTAS - 4705639488GEN07/09/2026 4325.48 0.00 325.48 CINTAS - 4705639489GEN07/09/2026 1538.35 0.00 538.35 COMCAST - 002320219339490GEN07/09/2026 11,440.10 0.00 1,440.10 COMCAST - 930899035302539491GEN07/09/2026 1130.32 0.00 130.32 COMCAST 0044893299739492GEN07/09/2026 12,600.00 0.00 2,600.00 COMPUTER INTEGRATION TECH242739493GEN07/09/2026 17,875.00 0.00 7,875.00 CRAFCO INC327639494GEN07/09/2026 2147.00 0.00 147.00 CULLIGAN DEPARTMENT 8509319339495GEN07/09/2026 1124.00 0.00 124.00 ECM PUBLISHERS INC201139496GEN07/09/2026 1322.30 0.00 322.30 EMPLOYEE RELATIONS, INC.214139497GEN07/09/2026 1247.96 0.00 247.96 FERGUSON WATERWORKS #2518190439498GEN07/09/2026 1378.00 0.00 378.00 HASSAN SAND & GRAVEL301039499GEN07/09/2026 15.00 0.00 5.00 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185939500GEN07/09/2026 175.00 0.00 75.00 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185939501GEN07/09/2026 130.00 0.00 30.00 HOLIDAY COMPANIES194039502GEN07/09/2026 11,094.54 0.00 1,094.54 LANO EQUIPMENT10939503GEN07/09/2026 2861.16 0.00 861.16 LAW ENFORCEMENT LABOR SERVICES INC325739504GEN07/09/2026 1650.00 0.00 650.00 MARTIN-MCALLISTER53439505GEN07/09/2026 3416.91 0.00 416.91 MENARDS MAPLE GROVE16739506GEN07/09/2026 112.99 0.00 12.99 MIMBACH FLEET SUPPLY INC178639507GEN07/09/2026 12,250.00 0.00 2,250.00 NORTHWEST CARPET & UPHOLSTERY187239508GEN07/09/2026 4160.74 0.00 160.74 ODP BUSINESS SOLUTIONS, LLC13039509GEN07/09/2026 1140.43 0.00 140.43 REPUBLIC SERVICES 13839510GEN07/09/2026 1333.15 0.00 333.15 REPUBLIC SERVICES 13839511GEN07/09/2026 11,446.85 0.00 1,446.85 REPUBLIC SERVICES 13839512GEN07/09/2026 1162.64 0.00 162.64 REPUBLIC SERVICES 13839513GEN07/09/2026 1271.68 0.00 271.68 REPUBLIC SERVICES 13839514GEN07/09/2026 11,203.15 0.00 1,203.15 REPUBLIC SERVICES13839515GEN07/09/2026 119,200.00 0.00 19,200.00 SCHLENNER WENNER & CO CPA PA321739516GEN07/09/2026 1185.59 0.00 185.59 SITE ONE LANDSCAPE SUPPLY217039517GEN07/09/2026 3##1,879.20 189.98 2,069.18 STREICHER'S POLICE EQUIPMENT14839518GEN07/09/2026 1421.31 0.00 421.31 T-MOBILE143339519GEN07/09/2026 1463.54 0.00 463.54 T-MOBILE143339520GEN07/09/2026 11,108.44 0.00 1,108.44 TIDE CLEANERS256839521GEN07/09/2026 1349.99 0.00 349.99 TINT PROS PLATINUM AUTO WRAPS320539522GEN07/09/2026 1694.44 0.00 694.44 UNITED TRUCK & EQUIPMENT INC153339523GEN07/09/2026 1240.00 0.00 240.00 WRUCK SEWER & PORTABLE RENTAL295639524GEN07/09/2026 1242.57 0.00 242.57 WRUCK SEWER & PORTABLE RENTAL295639525GEN07/09/2026 Num Stubs: 0Num Checks: 42 Num Invoices: 54 Total Amount: 62,056.22 11 BANK CODE: GEN CHECK DATE: 07/09/2026 INVOICE PAY DATE FROM 07/09/2026 TO 07/09/2026 07/09/2026 01:13 PM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date ## Denotes that check has vendor credit applied. 12 BANK CODE: GEN CHECK DATE: 07/16/2026 INVOICE PAY DATE FROM 07/16/2026 TO 07/16/2026 07/15/2026 05:03 PM User: RCKOTTKE DB: Corcoran Page: 1/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date Type: CheckStub 2##0.00 327.18 327.18 METRO SALES INC224534(S)GEN07/16/2026 Type: Paper Check 1473.10 0.00 473.10 ACME TOOLS156039526GEN07/16/2026 184.52 0.00 84.52 AMAZON CAPITAL SERVICES227039527GEN07/16/2026 1200.00 0.00 200.00 ARBOR CREEK HOLDINGS LLCMISC39528GEN07/16/2026 1206.00 0.00 206.00 B & D PLUMBING HEATING & AC198339529GEN07/16/2026 15,000.00 0.00 5,000.00 B Magnan & C MagnanREFUNDBD39530GEN07/16/2026 45,207.16 0.00 5,207.16 BEAUDRY OIL COMPANY62239531GEN07/16/2026 1104.25 0.00 104.25 BRIDGET BARRYREFUNDUB39532GEN07/16/2026 136.64 0.00 36.64 BRITTANY HEYBOERREFUNDUB39533GEN07/16/2026 71,243.50 0.00 1,243.50 CARSON, CLELLAND & SCHREDER5339534GEN07/16/2026 113,829.25 0.00 13,829.25 CARSON, CLELLAND, & SCHREDER5339535GEN07/16/2026 1424.27 0.00 424.27 CENTERPOINT ENERGY 115239536GEN07/16/2026 1106.27 0.00 106.27 CENTERPOINT ENERGY 115239537GEN07/16/2026 134.00 0.00 34.00 CENTERPOINT ENERGY 115239538GEN07/16/2026 118.45 0.00 18.45 CENTERPOINT ENERGY 115239539GEN07/16/2026 1181.34 0.00 181.34 CHRIS STEADMANREFUNDUB39540GEN07/16/2026 6365.36 0.00 365.36 CINTAS - 4705639541GEN07/16/2026 133,211.25 0.00 3,211.25 CITY OF CORCORAN281339542GEN07/16/2026 13,837.83 0.00 3,837.83 CITY OF DELANO304239543GEN07/16/2026 14,648.00 0.00 4,648.00 COMPUTER INTEGRATION TECH242739544GEN07/16/2026 130.00 0.00 30.00 DVS82139545GEN07/16/2026 16,637.58 0.00 6,637.58 ENVIROTECH SERVICES315439546GEN07/16/2026 1897.19 0.00 897.19 ESTATE OF RICHARD H. LINDAHLREFUNDUB39547GEN07/16/2026 13,602.01 0.00 3,602.01 FEHN COMPANIES186839548GEN07/16/2026 1920.36 0.00 920.36 FERGUSON WATERWORKS #2518190439549GEN07/16/2026 2388.76 0.00 388.76 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185939550GEN07/16/2026 11,729.20 0.00 1,729.20 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185939551GEN07/16/2026 15,524.61 0.00 5,524.61 HKGI312239552GEN07/16/2026 1166.48 0.00 166.48 JAMES KITCHENREFUNDUB39553GEN07/16/2026 161.06 0.00 61.06 JOSHUA ANDERSONREFUNDUB39554GEN07/16/2026 1477.00 0.00 477.00 LEAGUE OF MN CITIES INSUR.TRST159439555GEN07/16/2026 148.39 0.00 48.39 M/I HOMESREFUNDUB39556GEN07/16/2026 148.95 0.00 48.95 M/I HOMESREFUNDUB39557GEN07/16/2026 18.67 0.00 8.67 M/I HOMESREFUNDUB39558GEN07/16/2026 196.49 0.00 96.49 M/I HOMESREFUNDUB39559GEN07/16/2026 16.22 0.00 6.22 M/I HOMESREFUNDUB39560GEN07/16/2026 11,672.31 0.00 1,672.31 MADDEN, GALANTER, HANSEN LLP218939561GEN07/16/2026 431,880.80 0.00 31,880.80 CITY OF MAPLE GROVE5839562GEN07/16/2026 2154.25 0.00 154.25 MENARDS MAPLE GROVE16739563GEN07/16/2026 182.15 0.00 82.15 MICHAEL MINTONREFUNDUB39564GEN07/16/2026 12,094.00 0.00 2,094.00 MN OCCUPATIONAL HEALTH309739565GEN07/16/2026 219,514.00 0.00 19,514.00 MORRIS EXCAVATING AND DRAINAGE LLC328839566GEN07/16/2026 13 BANK CODE: GEN CHECK DATE: 07/16/2026 INVOICE PAY DATE FROM 07/16/2026 TO 07/16/2026 07/15/2026 05:03 PM User: RCKOTTKE DB: Corcoran Page: 2/2CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1235.89 0.00 235.89 MOTOROLA SOLUTIONS INC133439567GEN07/16/2026 1152.94 0.00 152.94 NORTH AMERICAN RESCUE LLC185639568GEN07/16/2026 22,136.00 0.00 2,136.00 NORTH AMERICAN SAFETY INC320139569GEN07/16/2026 178.60 0.00 78.60 OPTUM219839570GEN07/16/2026 2379.07 0.00 379.07 SITE ONE LANDSCAPE SUPPLY217039571GEN07/16/2026 110,000.00 0.00 10,000.00 Stonegate BuildersREFUNDBD39572GEN07/16/2026 2##9,224.54 115.20 9,339.74 STREICHER'S POLICE EQUIPMENT14839573GEN07/16/2026 1500.00 0.00 500.00 TINT PROS PLATINUM AUTO WRAPS320539574GEN07/16/2026 295.00 0.00 95.00 WATER LABORATORIES, INC. 305139575GEN07/16/2026 140.00 0.00 40.00 WESTSIDE WHOLESALE TIRE15639576GEN07/16/2026 11,205.84 0.00 1,205.84 XCEL ENERGY15839577GEN07/16/2026 116.30 0.00 16.30 XCEL ENERGY15839578GEN07/16/2026 1184.10 0.00 184.10 XCEL ENERGY15839579GEN07/16/2026 13,719.44 0.00 3,719.44 XCEL ENERGY15839580GEN07/16/2026 1374.70 0.00 374.70 XCEL ENERGY15839581GEN07/16/2026 122.28 0.00 22.28 XCEL ENERGY15839582GEN07/16/2026 ## Denotes that check has vendor credit applied. Num Stubs: 1Num Checks: 57 Num Invoices: 95 Total Amount: 143,616.37 14 BANK CODE: GEN CHECK DATE: 07/23/2026 INVOICE PAY DATE FROM 07/23/2026 TO 07/23/2026 07/15/2026 05:14 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 153,228.27 0.00 53,228.27 BJORKLUND COMPANIES LLC328739583GEN07/23/2026 1104,606.79 0.00 104,606.79 FEHN COMPANIES186839584GEN07/23/2026 124,222.55 0.00 24,222.55 CITY OF HANOVER5739585GEN07/23/2026 1121,520.00 0.00 121,520.00 CITY OF MAPLE GROVE5839586GEN07/23/2026 160,767.18 0.00 60,767.18 METRO WEST INSPECTION SERVICES11739587GEN07/23/2026 128,759.97 0.00 28,759.97 METROPOLITAN COUNCIL ENVIRO226739588GEN07/23/2026 139,362.40 0.00 39,362.40 METROPOLITAN COUNCIL137539589GEN07/23/2026 2110,179.33 0.00 110,179.33 NORTH COUNTRY CHEVROLET259939590GEN07/23/2026 1102,547.44 0.00 102,547.44 CITY OF ROGERS22939591GEN07/23/2026 1264,919.10 0.00 264,919.10 VALINT CONSTRUCTION SERVICES LLC324939592GEN07/23/2026 172,379.13 0.00 72,379.13 WEST SUBURBAN FIRE DISTRICT11339593GEN07/23/2026 Num Stubs: 0Num Checks: 11 Num Invoices: 12 Total Amount: 982,492.16 15 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39484 394845,206.25 07/09/26526144JUNE 2026 FS AUDIT, ESCROWS & HOURLY CHARGES 90122FS.ABDO LLP06/30/26100-41500-50300 394841,312.50 07/09/26526144JUNE 2026 FS AUDIT, ESCROWS & HOURLY CHARGES 90122FS.ABDO LLP06/30/26100-41500-50301 6,518.75 Total For Check 39484 Check 39485 394852,450.00 07/09/26333077SELF PRIMER HONDA W/E3 WATER TANKABNER SALES06/17/26100-43100-50220 2,450.00 Total For Check 39485 Check 39486 394864,993.60 07/09/262278706612" & 15" .HP DWALL X 380 FT FOR PUBLIC WORKSADVANCED DRAINAGE SYSTEMS06/25/26100-43100-50225 4,993.60 Total For Check 39486 Check 39487 3948743.61 07/09/261GQ3-FWX4-LWVXMISC PARTS/SUPPLIES FOR PUBLIC WORKSAMAZON CAPITAL SERVICES06/29/26100-43100-50210 43.61 Total For Check 39487 Check 39488 3948822.43 07/09/265345205501REPLENISH FIRST AID CABINET-PWOPCINTAS - 47007/01/26100-43100-50400 22.43 Total For Check 39488 Check 39489 3948922.38 07/09/264274240782BLACK MATS-CITY HALLCINTAS - 47006/30/26100-41900-50400 3948955.73 07/09/264274240721SUPPLIES-TOWELS & SUPPLIESCINTAS - 47006/30/26100-43100-50400 39489216.96 07/09/264274240890UNIFORMS-PUBLIC WORKSCINTAS - 47006/30/26100-43100-50417 3948915.21 07/09/264274240757UNIFORMS/SUPPLIES-UTCINTAS - 47006/30/26601-49400-50417 3948915.20 07/09/264274240757UNIFORMS/SUPPLIES-UTCINTAS - 47006/30/26602-49450-50417 325.48 Total For Check 39489 Check 39490 39490269.17 07/09/2620260705CITY HALL/POLICE DEPT INTERNET 07/15/26 - 08/14/26COMCAST - 002320207/05/26100-41900-50321 39490269.18 07/09/2620260705CITY HALL/POLICE DEPT INTERNET 07/15/26 - 08/14/26COMCAST - 002320207/05/26100-42100-50321 538.35 Total For Check 39490 Check 39491 39491345.00 07/09/262769912079100 CR 119/10120 & 8200 CR 116 INTERNET JULY 2026COMCAST - 93089903507/01/26100-41900-50321 39491345.00 07/09/262769912079100 CR 119/10120 & 8200 CR 116 INTERNET JULY 2026COMCAST - 93089903507/01/26100-42100-50321 39491295.05 07/09/262769912079100 CR 119/10120 & 8200 CR 116 INTERNET JULY 2026COMCAST - 93089903507/01/26100-43100-50380 39491227.52 07/09/262769912079100 CR 119/10120 & 8200 CR 116 INTERNET JULY 2026COMCAST - 93089903507/01/26601-49400-50380 39491227.53 07/09/262769912079100 CR 119/10120 & 8200 CR 116 INTERNET JULY 2026COMCAST - 93089903507/01/26602-49450-50380 1,440.10 Total For Check 39491 Check 39492 39492130.32 07/09/26202607059100 CO RD 19 PHONE SERVICES 07/10/26 - 08/09/26COMCAST 004489307/05/26100-43100-50321 130.32 Total For Check 39492 Check 39493 394932,600.00 07/09/26517857JULY 2026 RETAINERCOMPUTER INTEGRATION TECH07/01/26100-41920-50300 2,600.00 Total For Check 39493 Check 39494 394947,875.00 07/09/269403766703MASTIC ONE MELTABLE X 10,500 LBSCRAFCO INC07/06/26100-43121-50224 7,875.00 Total For Check 39494 Check 39495 3949561.00 07/09/26100X09028403ACCT 100-00772483-2 EQUP RENTAL JULY 2026-CITY HALLCULLIGAN DEPARTMENT 850906/30/26100-41900-50210 16 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39495 3949586.00 07/09/26100X09051405ACCT 100-99705485-1 EQUIPMENT RENTAL JULY 2026-POLICE DEPARTMENTCULLIGAN DEPARTMENT 850906/30/26100-42100-50210 147.00 Total For Check 39495 Check 39496 39496124.00 07/09/261104602AD 1543003 COUNCIL CANDIDATE FILINGSECM PUBLISHERS INC06/25/26100-41410-50430 124.00 Total For Check 39496 Check 39497 39497322.30 07/09/26101310BACKGROUND CHECK SVCSEMPLOYEE RELATIONS, INC.06/30/26100-41900-50300 322.30 Total For Check 39497 Check 39498 39498247.96 07/09/2605682911-1/4 TAP CURB BX LID W/PLUG, QTY 12FERGUSON WATERWORKS #251807/02/26601-49400-50227 247.96 Total For Check 39498 Check 39499 39499378.00 07/09/26201449PULVERIZED SCREENED TOPSOILHASSAN SAND & GRAVEL07/06/26100-45200-50221 378.00 Total For Check 39499 Check 39500 395005.00 07/09/261000270643REC0001570 RECORDS REVIEWHENNEPIN COUNTY ACCOUNTS RECEIVABLE07/01/26100-41910-50300 5.00 Total For Check 39500 Check 39501 3950175.00 07/09/261000270186SHF0001016 - JAIL PER DIEM MAY 2026HENNEPIN COUNTY ACCOUNTS RECEIVABLE06/10/26100-42100-50305 75.00 Total For Check 39501 Check 39502 3950215.00 07/09/2600340107260006/02/26 - 06/27/26 VEHICLE WASHESHOLIDAY COMPANIES07/01/26601-49400-50403 3950215.00 07/09/2600340107260006/02/26 - 06/27/26 VEHICLE WASHESHOLIDAY COMPANIES07/01/26602-49450-50403 30.00 Total For Check 39502 Check 39503 395031,094.54 07/09/2603-1248135KPA ASSY VALVE & PARTSLANO EQUIPMENT07/01/26100-43100-50220 1,094.54 Total For Check 39503 Check 39504 39504204.16 07/09/26202607-2UNION DUES JULY 2026 - LOCAL 641 PD SUPPORT STAFFLAW ENFORCEMENT LABOR SERVICES INC07/01/26100-00000-21707 39504657.00 07/09/262026007UNION DUES JULY 2026 - LOCAL 615 POLICELAW ENFORCEMENT LABOR SERVICES INC07/01/26100-00000-21707 861.16 Total For Check 39504 Check 39505 39505650.00 07/09/2617562PUBLIC SAFETY ASSESSMENT X 1MARTIN-MCALLISTER06/30/26100-42100-50300 650.00 Total For Check 39505 Check 39506 3950672.58 07/09/2667219IRRIGATION PARTSMENARDS MAPLE GROVE06/30/26100-43100-50211 3950643.66 07/09/2667220PARTS & SUPPLIES FOR UTILITIESMENARDS MAPLE GROVE06/30/26601-49400-50210 39506300.67 07/09/2667175SUPPLIES FOR UTILITIESMENARDS MAPLE GROVE06/29/26601-49400-50210 416.91 Total For Check 39506 Check 39507 3950712.99 07/09/26224015M300MPT 3: MANIFOLD X 3" MPT X 1MIMBACH FLEET SUPPLY INC06/02/26100-45200-50210 12.99 Total For Check 39507 17 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39508 395082,250.00 07/09/2630763CITY HALL CARPET CLEANINGNORTHWEST CARPET & UPHOLSTERY06/26/26100-41900-50401 2,250.00 Total For Check 39508 Check 39509 395094.50 07/09/26472269149001SUPPLIES FOR ELECTIONSODP BUSINESS SOLUTIONS, LLC06/12/26100-41410-50210 3950955.07 07/09/26472269445001SUPPLIES FOR ADMINODP BUSINESS SOLUTIONS, LLC06/10/26100-41410-50210 3950993.08 07/09/2647234717001SUPPLIES FOR CENTRAL SERVICESODP BUSINESS SOLUTIONS, LLC06/11/26100-41900-50210 395098.09 07/09/26472343061001SUPPLIES FOR PLANNINGODP BUSINESS SOLUTIONS, LLC06/10/26100-41910-50210 160.74 Total For Check 39509 Check 39510 39510140.43 07/09/260894-007558757REPUBLIC SVCS (0130849) WTP WASTE/RECYCLE 06/01/26 - 06/30/26REPUBLIC SERVICES 06/25/26601-49400-50380 140.43 Total For Check 39510 Check 39511 39511333.15 07/09/260894-007582570REPUBLIC SVCS (3468336) CITY PARK WASTE/RECYCLE 07/01/26 - 07/31/26REPUBLIC SERVICES 06/30/26100-45200-50380 333.15 Total For Check 39511 Check 39512 395121,446.85 07/09/260894-007582694REPUBLIC SVC (3468541) CITY HALL WASTE/RECYCLE 06/01/26 - 06/30/26REPUBLIC SERVICES 06/30/26100-41900-50380 1,446.85 Total For Check 39512 Check 39513 39513162.64 07/09/260894-007584178REPUBLIC SVCS (3471220) WILDFLOWER PARK WASTE/RECYCLE 07/01/26 - 07/31/26REPUBLIC SERVICES 06/30/26100-45200-50380 162.64 Total For Check 39513 Check 39514 39514271.68 07/09/260894-007583340REPUBLIC SVCS (3469651) PWOP WASTE/RECYCLE 06/01/26 - 06/30/26REPUBLIC SERVICES 06/30/26100-43100-50380 271.68 Total For Check 39514 Check 39515 395151,203.15 07/09/260894-007578016REPUBLIC SVCS (9894064) CONTRACT RECYCLING SERVICE 06/01/26 - 06/30/26REPUBLIC SERVICES06/30/26100-43201-50300 1,203.15 Total For Check 39515 Check 39516 3951619,200.00 07/09/263410262025 AUDIT THROUGH JUNE 2026SCHLENNER WENNER & CO CPA PA06/30/26100-41500-50300 19,200.00 Total For Check 39516 Check 39517 39517185.59 07/09/26168020284-001LANDSCAPE SUPPLIES FOR PARKSSITE ONE LANDSCAPE SUPPLY06/24/26100-45200-50221 185.59 Total For Check 39517 Check 39518 395181,817.22 07/09/26I1832118SO S1652736 UNIFORM/SUPPLIES FOR POLICE DEPTSTREICHER'S POLICE EQUIPMENT06/12/26100-42100-50417 39518251.96 07/09/26I1831825SO S1661498 SUPPLIES FOR POLICE DEPTSTREICHER'S POLICE EQUIPMENT06/10/26100-42100-50417 39518(189.98)07/09/26CM306031PARTIAL CREDIT FOR INV I1831825 (SO S1661498 SUPPLIES FOR POLICE DEPT)STREICHER'S POLICE EQUIPMENT06/10/26100-42100-50417 1,879.20 Total For Check 39518 Check 39519 39519210.65 07/09/2620260620UTILITIES CELLULAR 203312140 05/21/26 - 06/20/26T-MOBILE06/21/26601-49400-50321 39519210.66 07/09/2620260620UTILITIES CELLULAR 203312140 05/21/26 - 06/20/26T-MOBILE06/21/26602-49450-50321 421.31 Total For Check 39519 Check 39520 39520463.54 07/09/2620260620-2PUBLIC WORKS CELLULAR 992365225 05/21/26 - 06/20/26T-MOBILE06/21/26100-43100-50321 18 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39520 463.54 Total For Check 39520 Check 39521 395211,108.44 07/09/2620260701DRY CLEANING SERVICS MAY-JUNE 2026TIDE CLEANERS07/01/26100-42100-50417 1,108.44 Total For Check 39521 Check 39522 39522349.99 07/09/26JOB8862FULL DETAILTINT PROS PLATINUM AUTO WRAPS03/27/26100-42100-50403 349.99 Total For Check 39522 Check 39523 39523694.44 07/09/26ARI028226INLINE VALVE, AIR-TO-CLOSE, CAST IRON X 2UNITED TRUCK & EQUIPMENT INC06/02/26100-43100-50220 694.44 Total For Check 39523 Check 39524 39524240.00 07/09/26I35808UNITS FOR COMMUNITY PARKS FOR JUNE 2026WRUCK SEWER & PORTABLE RENTAL07/01/26100-45200-50210 240.00 Total For Check 39524 Check 39525 39525242.57 07/09/26I35809UNITS FOR COMMUNITY PARKS FOR MAY 2026WRUCK SEWER & PORTABLE RENTAL07/01/26100-45200-50210 242.57 Total For Check 39525 Check 39526 39526236.55 07/16/2616650523ORDER 27785087-000 PARTS FOR UTILITIES DEPTACME TOOLS07/13/26601-49400-50210 39526236.55 07/16/2616650523ORDER 27785087-000 PARTS FOR UTILITIES DEPTACME TOOLS07/13/26602-49450-50210 473.10 Total For Check 39526 Check 39527 3952784.52 07/16/261VD9-4PJ7-FWDF2026 ELECTION SUPPLIESAMAZON CAPITAL SERVICES07/07/26100-41410-50210 84.52 Total For Check 39527 Check 39528 39528200.00 07/16/26INV-CR26-0074RENTAL LICENSE REFUND 19946 HUNTERS RIDGEARBOR CREEK HOLDINGS LLC07/15/26100-00000-32100 200.00 Total For Check 39528 Check 39529 39529206.00 07/16/26333794897FIXED GEO SYSTEM OPERATION IN POLICE DEPTB & D PLUMBING HEATING & AC07/09/26100-42100-50223 206.00 Total For Check 39529 Check 39530 395305,000.00 07/16/26CE0016PERMIT REFUND 9405 TRAIL HAVEN RDB Magnan & C Magnan07/14/26100-00000-22206 5,000.00 Total For Check 39530 Check 39531 3953133.07 07/16/263340159UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/09/26100-41900-50212 3953134.93 07/16/263333643UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY06/30/26100-41900-50212 395311,239.99 07/16/263340159UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/09/26100-42100-50212 395311,309.69 07/16/263333643UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY06/30/26100-42100-50212 395311,452.28 07/16/263340158ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY07/09/26100-43100-50212 3953133.07 07/16/263340159UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/09/26100-43100-50212 39531355.28 07/16/263333642ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY06/30/26100-43100-50212 3953134.93 07/16/263333643UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY06/30/26100-43100-50212 39531173.60 07/16/263340159UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/09/26601-49400-50212 39531183.36 07/16/263333643UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY06/30/26601-49400-50212 39531173.60 07/16/263340159UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY07/09/26602-49450-50212 19 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39531 39531183.36 07/16/263333643UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY06/30/26602-49450-50212 5,207.16 Total For Check 39531 Check 39532 39532104.25 07/16/2607/14/2026UB refund for account: 20019508-10360001BRIDGET BARRY07/14/26601-00000-22200 104.25 Total For Check 39532 Check 39533 3953336.64 07/16/2607/14/2026UB refund for account: 20019322-15513002BRITTANY HEYBOER07/14/26601-00000-22200 36.64 Total For Check 39533 Check 39534 39534198.00 07/16/269999-2CK REQ BROCK BP JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 3953490.00 07/16/269999-3CK REQ CORCORAN STORAGE II JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 3953472.00 07/16/269999-4CK REQ OSWALD BP JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 3953454.00 07/16/269999-5CK REQ PARK PLACE STORAGE JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 39534112.50 07/16/269999-6CK REQ ST THERESE PHASE 2 JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 39534105.00 07/16/269999-7CK REQ ULFERS GARAGE JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 39534612.00 07/16/269999-8CK REQ CHASTEK FINAL JUNE 2026CARSON, CLELLAND & SCHREDER07/14/26100-00000-22205 1,243.50 Total For Check 39534 Check 39535 39535105.00 07/16/269999CITY ATTORNEY JUNE 2026CARSON, CLELLAND, & SCHREDER06/30/26100-00000-22205-110 3953545.00 07/16/269999CITY ATTORNEY JUNE 2026CARSON, CLELLAND, & SCHREDER06/30/26100-00000-22205-111 3953510,192.50 07/16/269999CITY ATTORNEY JUNE 2026CARSON, CLELLAND, & SCHREDER06/30/26100-41600-50300 395353,486.75 07/16/269999CITY ATTORNEY JUNE 2026CARSON, CLELLAND, & SCHREDER06/30/26100-42100-50304 13,829.25 Total For Check 39535 Check 39536 39536212.13 07/16/2620260701WATER TREATMENT PLANT NATURAL GAS 6403967771 - 7 05/28/26 - 06/29/26CENTERPOINT ENERGY 07/01/26601-49400-50380 39536212.14 07/16/2620260701WATER TREATMENT PLANT NATURAL GAS 6403967771 - 7 05/28/26 - 06/29/26CENTERPOINT ENERGY 07/01/26602-49450-50380 424.27 Total For Check 39536 Check 39537 39537106.27 07/16/2620260701-2PUBLIC WORKS NATURAL GAS 9884559-7 05/28/26 - 06/28/26CENTERPOINT ENERGY 07/01/26100-43100-50380 106.27 Total For Check 39537 Check 39538 3953817.00 07/16/2620260708CITY HALL/CITY PARK NATURAL GAS 8000014143-4 05/29/26 - 06/29/26CENTERPOINT ENERGY 07/08/26100-41900-50380 3953817.00 07/16/2620260708CITY HALL/CITY PARK NATURAL GAS 8000014143-4 05/29/26 - 06/29/26CENTERPOINT ENERGY 07/08/26100-45200-50380 34.00 Total For Check 39538 Check 39539 3953918.45 07/16/2620260702TAVARA LIFT GENERATOR NATURAL GAS 113973050-1 05/29/26 - 06/29/26CENTERPOINT ENERGY 07/02/26100-00000-22205-056 18.45 Total For Check 39539 Check 39540 39540181.34 07/16/2607/14/2026UB refund for account: 20006442-14721002CHRIS STEADMAN07/14/26601-00000-22200 181.34 Total For Check 39540 Check 39541 3954122.38 07/16/264275099832BLACK MATS-CITY HALLCINTAS - 47007/08/26100-41900-50400 3954134.55 07/16/264275099821SUPPLIES-PWOPCINTAS - 47007/08/26100-43100-50400 3954130.20 07/16/264275099796SUPPLIES-PWOPCINTAS - 47007/08/26100-43100-50417 39541216.96 07/16/264275099973UNIFORMS-PUBLIC WORKSCINTAS - 47007/08/26100-43100-50417 20 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39541 3954115.43 07/16/265347141904REPLENISH FIRST AID CABINET-UTCINTAS - 47007/13/26601-49400-50400 3954115.21 07/16/264275099869UNIFORMS/SUPPLIES-UTCINTAS - 47007/08/26601-49400-50417 3954115.43 07/16/265347141904REPLENISH FIRST AID CABINET-UTCINTAS - 47007/13/26602-49450-50400 3954115.20 07/16/264275099869UNIFORMS/SUPPLIES-UTCINTAS - 47007/08/26602-49450-50417 365.36 Total For Check 39541 Check 39542 39542106.25 07/16/26BP23-0016MAR26CK REQ CDD HEIDECKER GARAGE 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542148.75 07/16/26BENG25-0014MAR26-2CK REQ CDD FAIRWAY SHORES (0014) 20260331CITY OF CORCORAN03/31/26100-00000-22205 3954265.00 07/16/26BP26-0001MAR26-2CK REQ CDD M&J CREEKSIDE (0001) 20260331CITY OF CORCORAN03/31/26100-00000-22205 3954221.25 07/16/26BP25-0039MAR26CK REQ CDD HIGH POINT GARDENS 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542601.25 07/16/26BP26-0008MAR26-2CK REQ CDD KARINIEMI ORCHARDS/PRELIMINARY PLAT 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542701.25 07/16/26BP25-0020MAR26CK REQ CDD SPRINGS AT CORCORAN (0020) 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542373.75 07/16/26BP26-0007MAR26CK REQ CDD LINDBERG ADU CUP 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542178.75 07/16/26BP26-0006MAR26CK REQ CDD ULFERS GARAGE CUP 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542162.50 07/16/26BP26-0005MAR26CK REQ CDD WISEMAN GARAGE CUP 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542510.00 07/16/26BP26-0026MAR26CK REQ CDD LOST LOON (0026) 20260331CITY OF CORCORAN03/31/26100-00000-22205 39542255.00 07/16/26BP26-0026MAR26-2CK REQ CDD LOST LOON SITE PLAN 20260331CITY OF CORCORAN03/31/26100-00000-22205 3954285.00 07/16/26BP24-0033MAR26CK REQ CDD WDLND HILLS FINAL PLAT (0033) 20260331CITY OF CORCORAN03/31/26100-00000-22205 395422.50 07/16/26BP24-0033MAR26-2CK REQ CDD WDLND HILLS FINAL PLAT (0033) 20260331CITY OF CORCORAN03/31/26100-00000-22205 3,211.25 Total For Check 39542 Check 39543 395433,837.83 07/16/2620260713SQUAD 589 & 590 VEHICLE TITLESCITY OF DELANO07/13/26435-42100-50550 3,837.83 Total For Check 39543 Check 39544 395444,648.00 07/16/26518512AGRMNT OFFICE 365: PHONE, TEAMS, JULY 2026COMPUTER INTEGRATION TECH07/14/26100-41920-50308 4,648.00 Total For Check 39544 Check 39545 3954530.00 07/16/2620260716MN100 PLATES QTY 10DVS07/13/26435-42100-50550 30.00 Total For Check 39545 Check 39546 395466,637.58 07/16/26CD202617800CALCIUM CHLORIDE 38%ENVIROTECH SERVICES07/10/26100-43122-50400 6,637.58 Total For Check 39546 Check 39547 39547897.19 07/16/2607/14/2026UB refund for account: 20019483-10255001ESTATE OF RICHARD H. LINDAHL07/14/26601-00000-22200 897.19 Total For Check 39547 Check 39548 395483,602.01 07/16/26252033/4" WASHED ROCK & COARSE WASHED SAND FROM 6/22/26FEHN COMPANIES07/10/26100-45200-50221 3,602.01 Total For Check 39548 Check 39549 39549920.36 07/16/260568786T2 TEST STN FLPKG 5/8 BLUE *X, QTY 30FERGUSON WATERWORKS #251807/07/26601-49400-50220 920.36 Total For Check 39549 Check 39550 3955029.00 07/16/261000271314ITC0001017: PINS, SILS, CALS 07/01/26 - 07/31/26HENNEPIN COUNTY ACCOUNTS RECEIVABLE07/01/26100-41500-50210 39550359.76 07/16/261000270547ITC0001201: PW RADIO FLEET/MESB FEE JUNE 2026HENNEPIN COUNTY ACCOUNTS RECEIVABLE07/02/26100-43100-50323 388.76 Total For Check 39550 21 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39551 395511,729.20 07/16/261000270589ITC0001115: PD RADIO FLEET/MDC & CAD FEE JUNE 2026HENNEPIN COUNTY ACCOUNTS RECEIVABLE07/02/26100-42100-50323 1,729.20 Total For Check 39551 Check 39552 395522,627.50 07/16/26023-058-30CITY PARK PLANNING & DESIGN JUNE 2026HKGI07/10/26100-41910-50300 395522,897.11 07/16/26023-058-30CITY PARK PLANNING & DESIGN JUNE 2026HKGI07/10/26415-45200-50300 5,524.61 Total For Check 39552 Check 39553 39553166.48 07/16/2607/14/2026UB refund for account: 20019331-74730002JAMES KITCHEN07/14/26601-00000-22200 166.48 Total For Check 39553 Check 39554 3955461.06 07/16/2607/14/2026UB refund for account: 20019201-72520001JOSHUA ANDERSON07/14/26601-00000-22200 61.06 Total For Check 39554 Check 39555 39555477.00 07/16/26202607162025 WORKER'S COMPENSATION COVERAGE PREMIUM AUDIT ADJUSTMENTLEAGUE OF MN CITIES INSUR.TRST07/09/26100-42100-50365 477.00 Total For Check 39555 Check 39556 3955648.39 07/16/2607/14/2026UB refund for account: 20008019-81453000M/I HOMES07/14/26601-00000-22200 48.39 Total For Check 39556 Check 39557 3955748.95 07/16/2607/14/2026UB refund for account: 20019964-79730000M/I HOMES07/14/26601-00000-22200 48.95 Total For Check 39557 Check 39558 395588.67 07/16/2607/14/2026UB refund for account: 20019970-79730000M/I HOMES07/14/26601-00000-22200 8.67 Total For Check 39558 Check 39559 3955996.49 07/16/2607/14/2026UB refund for account: 20020180-79730001M/I HOMES07/14/26601-00000-22200 96.49 Total For Check 39559 Check 39560 395606.22 07/16/2607/14/2026UB refund for account: 20008012-89453000M/I HOMES07/14/26601-00000-22200 6.22 Total For Check 39560 Check 39561 395611,672.31 07/16/2620260630LABOR RELATIONS SERVICES FOR JUNE 2026MADDEN, GALANTER, HANSEN LLP07/10/26100-41600-50300 1,672.31 Total For Check 39561 Check 39562 39562324.45 07/16/26A022664-2026Q22ND QUARTER 2026 8025 RIDGE CTCITY OF MAPLE GROVE07/08/26601-00000-20800 3956275.35 07/16/26A00226642ND QUARTER 2026 19233 81ST PL NCITY OF MAPLE GROVE07/08/26601-00000-20800 3956217,676.00 07/16/2622825SEMI ANNUAL WATER SERVICE CONTRACT PAYMENTCITY OF MAPLE GROVE07/06/26601-00000-23201 3956211,779.00 07/16/2622826ANNUAL DOWNTOWN DISTRICT CONNECTION CHARGECITY OF MAPLE GROVE06/30/26601-00000-23201 395622,026.00 07/16/2622825SEMI ANNUAL WATER SERVICE CONTRACT PAYMENTCITY OF MAPLE GROVE07/06/26601-49400-50310 31,880.80 Total For Check 39562 Check 39563 3956323.96 07/16/266714814' GARDEN STAKE X 4 FOR POLICE DEPTMENARDS MAPLE GROVE07/07/26100-42100-50210 39563130.29 07/16/2667521SUPPLIES FOR UTILITIESMENARDS MAPLE GROVE07/08/26601-49400-50210 22 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39563 154.25 Total For Check 39563 Check 39564 3956482.15 07/16/2607/14/2026UB refund for account: 20020094-80730001MICHAEL MINTON07/14/26601-00000-22200 82.15 Total For Check 39564 Check 39565 395652,094.00 07/16/26528528SERVICES FOR JUNE 2026MN OCCUPATIONAL HEALTH06/30/26100-41900-50300 2,094.00 Total For Check 39565 Check 39566 3956616,512.50 07/16/261425LINNEAR FOOT 4 AND 6 INCHMORRIS EXCAVATING AND DRAINAGE LLC06/29/26100-45200-50221 395663,001.50 07/16/261426LINNEAR FOOT 4 AND 6 INCHMORRIS EXCAVATING AND DRAINAGE LLC06/29/26100-45200-50221 19,514.00 Total For Check 39566 Check 39567 39567235.89 07/16/261411262009ANNUAL LICENSE X 3 BODY-WORN CAMERAS 08/11/26 - 12/06/26MOTOROLA SOLUTIONS INC07/12/26100-42100-50300 235.89 Total For Check 39567 Check 39568 39568152.94 07/16/26IN991114KIT, M-FAK RESUPPLY - BASIC, QTY 3 - POLICE UASI GRANTNORTH AMERICAN RESCUE LLC06/18/26100-42100-50430 152.94 Total For Check 39568 Check 39569 395691,146.00 07/16/26INV104812BALANCE DUE ON INV 104812 - VARIOUS SUPPLIES FOR PUBLIC WORKSNORTH AMERICAN SAFETY INC12/16/25100-45200-50210 39569990.00 07/16/26INV106855TRUCK SAFETY SAFETY VESTS NORTH AMERICAN SAFETY INC02/25/26207-42100-50210 2,136.00 Total For Check 39569 Check 39570 3957078.60 07/16/260001955945HSA/FSA/DEPENDENT CARE ACCOUNT FEES JUNE 2026OPTUM07/10/26100-41900-50300 78.60 Total For Check 39570 Check 39571 39571264.71 07/16/26168300756-001LANDSCAPE SUPPLIES FOR GLEASON PARKWAYSITE ONE LANDSCAPE SUPPLY07/01/26100-43100-50211 39571114.36 07/16/26168301834-001LANDSCAPE SUPPLIES FOR GLEASON PARKWAYSITE ONE LANDSCAPE SUPPLY07/01/26100-43100-50211 379.07 Total For Check 39571 Check 39572 3957210,000.00 07/16/26CE0015PERMIT REFUND 6302 POPLAR LNStonegate Builders07/14/26100-00000-22206 10,000.00 Total For Check 39572 Check 39573 395739,339.74 07/16/26I1829828SO S1649897 SUPPLIES FOR POLICE DEPTSTREICHER'S POLICE EQUIPMENT06/01/26435-42100-50550 39573(115.20)07/16/26CM306058PARTIAL CREDIT FOR INV I1829828 (SO S164897 SUPPLIES FOR POLICE DEPT)STREICHER'S POLICE EQUIPMENT06/01/26435-42100-50550 9,224.54 Total For Check 39573 Check 39574 39574500.00 07/16/26JOB9735FULL DETAIL TAHOE & CHEVY SILVERADOTINT PROS PLATINUM AUTO WRAPS06/24/26100-42100-50403 500.00 Total For Check 39574 Check 39575 3957557.00 07/16/26108962COLIFORM ONLY, PWS 1270075WATER LABORATORIES, INC. 07/08/26601-49400-50300 3957538.00 07/16/26108963COLIFORM ONLY, PWS 1270080WATER LABORATORIES, INC. 07/08/26601-49400-50300 95.00 Total For Check 39575 23 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39576 3957640.00 07/16/26987190REPAIR RIGHT SIDE TIRE X 1 FOR POLICE DEPTWESTSIDE WHOLESALE TIRE07/10/26100-42100-50220 40.00 Total For Check 39576 Check 39577 395771,205.84 07/16/26983291716XCEL 9100 CR 19 (0868053-1) ELECTRIC SVC 05/21/26 - 06/22/26XCEL ENERGY06/23/26100-43100-50381 1,205.84 Total For Check 39577 Check 39578 3957816.30 07/16/26984537067XCEL 9820 CR 101 (0012787370-8) ELECTRIC SERVICE 06/01/26 - 06/30/26XCEL ENERGY07/01/26601-49400-50381 16.30 Total For Check 39578 Check 39579 39579184.10 07/16/26984589912XCEL OSWALD FARM (0015141837-7) ELECTRIC SVC 06/01/26 - 06/30/26XCEL ENERGY07/01/26601-49400-50381 184.10 Total For Check 39579 Check 39580 395803,719.44 07/16/26984573355XCEL WATER TREATMENT PLANT ELECTRICITY (0015446121-8) 06/01/26 - 06/30/26XCEL ENERGY07/01/26601-49400-50381 3,719.44 Total For Check 39580 Check 39581 39581374.70 07/16/26984941325XCEL BELLWETHER STREET LIGHTS (5559590-1) 06/03/26 - 07/05/26XCEL ENERGY07/06/26100-00000-22205-087 374.70 Total For Check 39581 Check 39582 3958222.28 07/16/26985274614XCEL 9700 CR 119 (0011102968-0) PWOP ELECTRIC SVC 06/04/26 - 07/06/26XCEL ENERGY07/07/26100-43100-50381 22.28 Total For Check 39582 Check 39583 3958353,228.27 07/23/26103755GRAVEL HAULING FROM FEHN PIT & FILL STONE HAULING FROM MARTIN MARIETTABJORKLUND COMPANIES LLC05/14/26100-43122-50400 53,228.27 Total For Check 39583 Check 39584 39584(5,505.62)07/23/26193807229-9CITY PARK IMPROVEMENTS PAY APP 9FEHN COMPANIES07/15/26415-00000-20610 39584110,112.41 07/23/26193807229-9CITY PARK IMPROVEMENTS PAY APP 9FEHN COMPANIES07/15/26415-45200-50530 104,606.79 Total For Check 39584 Check 39585 3958524,222.55 07/23/262026Q3FIRE PROTECTION SERVICES 2026 Q3CITY OF HANOVER07/01/26100-42200-50300 24,222.55 Total For Check 39585 Check 39586 39586121,520.00 07/23/262026Q22ND QTR 2026 MAPLE GROVE WATER CONNECTION FEECITY OF MAPLE GROVE07/01/26601-00000-20800 121,520.00 Total For Check 39586 Check 39587 3958760,767.18 07/23/265091PERMITS FINALIZED JUNE 2026METRO WEST INSPECTION SERVICES06/29/26100-42400-50300 60,767.18 Total For Check 39587 Check 39588 3958828,759.97 07/23/260001208804WASTE WATER SERVICE AUGUST 2026METROPOLITAN COUNCIL ENVIRO07/02/26602-49450-50312 28,759.97 Total For Check 39588 Check 39589 3958939,760.00 07/23/2620260630JUNE 2026 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL06/30/26602-00000-20800 39589(397.60)07/23/2620260630JUNE 2026 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL06/30/26602-00000-36200 24 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 39589 39,362.40 Total For Check 39589 Check 39590 3959054,819.36 07/23/26CORCORAN26-10126 CHEV TAHOE PPV, SQUAD 590NORTH COUNTRY CHEVROLET07/02/26435-42100-50550 3959055,359.97 07/23/26CORCORAN26-10226 CHEV TAHOE PPV, SQUAD 589NORTH COUNTRY CHEVROLET07/02/26435-42100-50550 110,179.33 Total For Check 39590 Check 39591 39591102,547.44 07/23/262026Q3FIRE PROTECTION SERVICES 2026 Q3CITY OF ROGERS07/01/26100-42200-50300 102,547.44 Total For Check 39591 Check 39592 39592(12,712.36)07/23/262520-11CORCORAN COMMUNITY PARK BUILDING PAY 11VALINT CONSTRUCTION SERVICES LLC07/10/26415-00000-20610 39592277,631.46 07/23/262520-11CORCORAN COMMUNITY PARK BUILDING PAY 11VALINT CONSTRUCTION SERVICES LLC07/10/26415-45200-50520 264,919.10 Total For Check 39592 Check 39593 3959372,379.13 07/23/266-295FIRE PROTECTION SERVICES 2026 Q3WEST SUBURBAN FIRE DISTRICT06/15/26100-42200-50300 72,379.13 Total For Check 39593 25 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 11/11Page: 07/16/2026 10:28 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 07/09/2026 - 07/23/2026 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 459,811.51 Fund 100 GENERAL FUND 990.00 Fund 207 TRUCK SAFETY 372,423.00 Fund 415 PARK CAPITAL FUND 123,271.70 Fund 435 2025A BOND EQUIPMENT 162,241.50 Fund 601 WATER 69,427.04 Fund 602 SEWER Fund Totals: 1,188,164.75 Total For All Funds: 26 STAFF REPORT Agenda Item: 6.c Council Meeting: July 23, 2026 Prepared By: Matt Gsellmeier, Finance Director, Topic: 2026 Q2 Financial Report Action Required: Approval Council Action Approve 2026 Quarter 2 Financial Report Attachments 1. Q2 2026 Financial Report.pdf 27 City of Corcoran, Minnesota Q2 Financial Report As of June 30, 2026 Report Sections: 1. General Fund Revenue & Expense 2. Water Fund Revenue & Expense 3. Sewer Fund Revenue & Expense 4. Cash & Investment Balances 5. Fund Balances Quarterly Financial Report Page 1 of 5 28 2026 Annual Budget YTD Budget June 30 2026 YTD Actuals Thru June 30 2026 Variance - Favorable (Unfavorable) YTD Actuals % of YTD Budget Thru June 30 Notes Taxes 9,011,237 4,505,619 3,900,805 (604,813) 86.58%Known tax schedule. 70% of 1st half taxes received in June. Licenses & Permits 1,675,800 837,900 841,419 3,519 100.42% Fines 25,000 12,500 11,435 (1,065) 91.48% Transfers 500,000 250,000 - (250,000) 0.00%Transfer will occur later in the year. Intergovernmental 827,983 413,992 224,613 (189,378) 54.26%Police State Aid arrives in the fall. Charges for Services and Sales 267,700 133,850 117,447 (16,403) 87.75% Miscellaneous Revenue 73,250 36,625 45,837 9,212 125.15% Interest 45,000 22,500 33,668 11,168 149.63% Total Revenues 12,425,970 6,212,985 5,175,225 (1,037,760) 83.30%Under YTD Budget driven by timing of taxes, state aid, and transfers. CITY COUNCIL 28,320 14,160 10,619 3,541 75.00% COMMUNICATION 151,102 75,551 76,401 (850) 101.12% CITY ADMINISTRATOR 258,999 129,500 135,312 (5,812) 104.49% ADMINISTRATION 599,611 299,806 265,707 34,098 88.63% ELECTIONS 49,300 24,650 1,783 22,867 7.23% FINANCE 410,437 205,219 285,086 (79,868) 138.92%Higher spending in 1st half of the year for audit services/Abdo. LEGAL 60,000 30,000 35,607 (5,607) 118.69% CIVIC CAMPUS - - 92 (92) 0.00% CENTRAL SERVICES 551,700 275,850 318,769 (42,919) 115.56% PLANNING & ZONING 430,131 215,066 177,796 37,270 82.67% INFORMATION TECHNOLOGY 432,005 216,003 230,342 (14,339) 106.64% POLICE 3,616,234 1,808,117 1,665,460 142,657 92.11%TZD Grant spending planned to ramp up in 2nd half of 2026. POLICE ADMINISTRATION 289,225 144,613 131,952 12,660 91.25% EMERGENCY MANAGEMENT 18,400 9,200 1,936 7,264 21.04% BUILDING INSPECTION 1,010,493 505,247 406,936 98,310 80.54%Invoice timing. Expected to be on budget for full-year. HIGHWAYS, STREETS & ROADWAYS 1,463,106 731,553 451,369 280,184 61.70%Variance caused by full-time wages, landscape fees, and electric. PAVED STREETS 375,000 187,500 2,680 184,820 1.43%Old settlers street construction starting in August. Spending occurs later in the year. UNPAVED STREETS 540,000 270,000 256,245 13,755 94.91% ENGINEERING 377,070 188,535 143,096 45,439 75.90% RECYCLING 21,000 10,500 9,500 1,000 90.48% RECREATION 288,787 144,394 108,645 35,749 75.24% PARKS 658,782 329,391 287,044 42,347 87.14% FIRE 796,268 398,134 398,298 (164) 100.04% Total Expenditure 12,425,970 6,212,985 5,400,675 812,310 86.93%Under YTD budget driven by invoice/grant timing, and lower streets/roadways. Total - - (225,450) (225,450) *Arrows represent the variance as a % of YTD Budget: Red: <-10%, Yellow: -10% to 10%, Green >10% City of Corcoran, Minnesota Statement of Revenues and Expenditures For the month ended June 30, 2026 General Fund (Unaudited) Quarterly Financial Report Page 2 of 5 29 2026 Annual Budget YTD Budget June 30 2026 YTD Actuals Thru June 30 2026 Variance - Favorable (Unfavorable) YTD Actuals % of YTD Budget Thru June 30 Notes Charges for Services and Sales 3,265,500 1,632,750 854,746 (778,004)52.35%Driven by lower TLAC revenue. Interest 25,000 12,500 37,295 24,795 298.36% Special Assessments - - - - 0.00% Miscellaneous Revenue - - (2,856) (2,856) 0.00% Total Revenues 3,290,500 1,645,250 889,185 (756,065) 54.05%Driven by lower TLAC revenue. Employee 314,559 157,280 133,396 23,884 84.81% Supplies 258,000 129,000 96,140 32,860 74.53% Professional Services 108,689 54,345 21,710 32,634 39.95% Water Purchases 455,000 227,500 70,936 156,564 31.18%Water purchases/usage higher in summer (showing on 3Q bill). Depreciation 375,000 187,500 38,638 148,862 20.61%Staff still working on 2Q depreciation JE. Completed before year-end. Utilities 75,000 37,500 21,284 16,216 56.76% Transfers 283,740 141,870 - 141,870 0.00%Transfers entered later in the year. Debt and Bonds 1,476,881 738,441 1,033,844 (295,404) 140.00%Full-year principal paid already. 2nd half interest paid later in the year. Miscellaneous Expenditures 93,500 46,750 59,762 (13,012) 127.83% Total Expenditure 3,440,369 1,720,185 1,475,710 244,474 85.79%Under budget driven by depreciation and transfer JEs that staff are working on. Total (149,869) (74,935) (586,525) (511,590) 782.72% Annual Budget YTD Budget YTD Actuals Thru Variance - Favorable (Unfavorable) YTD Actuals % of YTD Budget Thru June 30 Notes Charges for Services and Sales 1,744,144 872,072 884,415 12,343 101.42%Lower sewer TLAC offset by higher sewer access charges Interest 25,000 12,500 27,989 15,489 223.91% Special Assessments - - - - 0.00% Miscellaneous Revenue 6,000 3,000 5,791 2,791 193.03% Total Revenues 1,775,144 887,572 918,195 30,623 103.45% Employee 313,950 156,975 129,457 27,518 82.47% Supplies 48,000 24,000 10,630 13,370 44.29% Professional Services 447,250 223,625 179,184 44,441 80.13% Depreciation 215,000 107,500 52,713 54,787 49.04%Staff still working on 2Q depreciation JE. Completed before year-end. Utilities 20,000 10,000 7,167 2,833 71.67% Transfers 300,990 150,495 - 150,495 0.00%Transfers entered later in the year. Debt and Bonds 122,294 61,147 107,431 (46,284) 175.69% Miscellaneous Expenditures 58,500 29,250 16,638 12,612 56.88% Total Expenditure 1,525,984 762,992 503,221 259,771 65.95%Under budget driven by depreciation and transfer JEs that staff are working on. Total 249,160 124,580 414,974 290,394 333.10% *Arrows represent the variance as a % of YTD Budget: Red: <-10%, Yellow: -10% to 10%, Green >10% City of Corcoran, Minnesota Statement of Revenues and Expenditures For the month ended June 30, 2026 Sewer Fund (Unaudited) City of Corcoran, Minnesota Water Fund (Unaudited) Statement of Revenues and Expenditures For the month ended June 30, 2026 Quarterly Financial Report Page 3 of 5 30 Cash and Investment Balances Holding Type:June 30, 2025 June 30, 2026 Increase/ (Decrease)Notes Checking and Savings 13,324,615 6,107,295 (7,217,320) Investments (at Market Value)16,905,778 19,729,701 2,823,923 Total 30,230,393 25,836,996 (4,393,397) Driven by 2025A Bond and Heritage Park spend down. Investment Type:June 30, 2025 June 30, 2026 Increase/ (Decrease)Notes Checking and Savings 13,324,615 6,107,295 (7,217,320) Money Market 8,583,671 9,009,384 425,713 Brokered CD 8,322,107 10,720,317 2,398,210 Government Securities - - - Total 30,230,393 25,836,996 (4,393,397) Driven by 2025A Bond and Heritage Park spend down. City of Corcoran, Minnesota For the month ended June 30, 2026 - 5,000,000 10,000,000 15,000,000 20,000,000 25,000,000 June 30, 2025 June 30, 2026 YoY Investment Comparison Checking and Savings Investments (at Market Value) - 5,000,000 10,000,000 15,000,000 20,000,000 25,000,000 30,000,000 35,000,000 Dec 31, 2024 March 31, 2025 June 30, 2025 Sept 30, 2025 Dec 31, 2025 March 31, 2026 June 30, 2026 Cash and Investment Balance by Quarter Quarterly Financial Report Page 4 of 5 31 Fund Description June 30, 2025 June 30, 2026 YTD Change YTD Change %Notes 100 GENERAL FUND 5,537,592 7,915,387 2,377,795 43%2025 expense underrun and 2025 Y/E transfer to manage fund balances. 101 LONG-TERM PLANNING FUND (3,833) - 3,833 -100%Staff working to close fund out. 201 RESERVES DONATION FUND 32,716 28,564 (4,152) -13% 202 CITY COMMUNITY EVENTS 50 2,360 2,310 4611% 204 FIREARMS SAFETY 9,700 9,443 (257) -3% 205 DWI FORFEITURE FUND 9,345 6,060 (3,285) -35% 206 DRUG FORFEITURE FUND 2,953 3,021 69 2% 207 TRUCK SAFETY 3,734 1,645 (2,089) -56% 208 LAWFUL GAMBLING 233,315 267,239 33,924 15% 209 OUTDOOR WARNING POINT 115,015 147,440 32,425 28% 309 D/S-EQUIPMENT CERTS (293,732) (271,764) 21,968 -7% 311 2020B CAPITAL IMP REFUNDING BOND D/S (18,919) (6,379) 12,540 -66% 312 2016A DOWNTOWN IMPROVEMENT D/S (907,203) 71,653 978,856 -108% 313 ROCKFORD SCHOOL LAND 2018A D/S 288,024 300,542 12,518 4% 314 2023A DEBT SERVICE 16,913 37,707 20,794 123% 401 LONG RANGE PLANNING 1,973,693 2,096,806 123,113 6% 408 PAVEMENT MANAGEMENT (63,814) (366,717) (302,903) 475%Staff working to find long-term revenue stream for pavement mgmt. 411 PUBLIC WORKS FACILITY 56,518 57,819 1,301 2% 415 PARK CAPITAL FUND 6,235,345 1,827,069 (4,408,275) -71%YoY spend-down on Heritage Park 416 CAPITAL-EQUIPMENT CERTS (6,516) 46,567 53,083 -815% 419 HACKAMORE UPGRADE (LENNAR)72,817 295,423 222,606 306%Fund should close-out in 2026 once final payment to Medina is made. 420 WETLAND RESTORATION (LENNAR)111,608 114,176 2,568 2% 425 PULTE ENCORE/BELLWETHER PROJEC 160,743 164,441 3,698 2% 434 CITY CENTER DRIVE AND HORSESHOE BEND 858,565 1,347,451 488,886 57% 435 2025A BOND EQUIPMENT 3,291,125 1,126,984 (2,164,142) -66%Ongoing bond spend down on fleet and other purchases. 501 CIVIC ORGANIZATIONS 6,460 6,609 149 2% 601 WATER 7,861,201 5,843,666 (2,017,536) -26%Higher revenue in 2025 for Brockton Lane & Woodland Hills 602 SEWER 4,415,436 4,399,220 (16,217) 0% 603 STORMWATER 85,051 86,749 1,697 2% 604 STREET LIGHT 0 - (0) -100% Total 30,220,396 25,836,996 (4,383,399.7) -15%Driven by 2025A Bond and Heritage Park spend down. City of Corcoran, Minnesota For the month ended June 30, 2026 Quarter Ending Balance Quarter Ending Balance Unaudited Cash Balances by Fund Quarterly Financial Report Page 5 of 5 32 STAFF REPORT Agenda Item: 6.d Council Meeting: July 23, 2026 Prepared By: Kevin Mattson, Public Works Director, Topic: Nelson International - Acceptance of Public Improvements Action Required: Direction Summary The developer has completed all outstanding items related to Nelson International except for the final reconciliation of their escrow account. Staff recommends that Council approve a conditional acceptance of public improvements for Nelson International. Financial/Budget Upon receipt of the escrow, the development will advance to the warranty period of the contract process. Options 1 - Approve a conditional acceptance of public improvements for Nelson International. 2 - Provide staff alternative direction. 3 - Decline. Recommendation Approve a conditional acceptance of public improvements for Nelson International. Council Action Consider a motion to approve a conditional acceptance of public improvements for Nelson International. Attachments 1. Certificate of Acceptance - Public Improvements - Nelson International_7-16-26.pdf 33 34 07/16/26 35 STAFF REPORT Agenda Item: 6.e Council Meeting: July 23, 2026 Prepared By: Lauren Letsche, Engineering Development Superintendent, Topic: CSAH 19 & CR 117 Intersection Improvements - Roundabout Landscape Plan Action Required: Approval Summary Hennepin County is the lead agency for the CSAH 19 and CR 117 Intersection Improvements project located in northwest Corcoran. The construction plans are in progress and include a roundabout with construction anticipated for 2027. The City of Corcoran and the City of Hanover are anticipated to be cost share partners along with other grant funding sources. The County has identified the standard roundabout landscape plan of turf establishment. Corcoran and Hanover have the option to request an enhanced roundabout landscape plan; however, all construction and future maintenance costs would be the responsibility of the requesting parties. Should City Council desire an enhanced roundabout landscape plan there are some limitations under Hennepin County's general guidance on acceptable roundabout landscaping. For high-speed approaches, the County standard for inner circle landscaping is not to allow boulders or retaining walls and no more than 4-inch in mature tree diameter. The County does have a preferred plant list if landscaping were to be added to projects. Staff from Hanover shared that they do not have a desire to request enhanced roundabout landscaping at this time. Financial/Budget If the City Council supported an enhanced roundabout landscape plan, staff would engage Hennepin County to develop revised landscape plans and cost estimates to bring back for further consideration. Options 1. Support Hennepin County's standard roundabout landscape plan of turf establishment for the CSAH 19 & CR 117 Intersection Improvement project. 2. Direct staff to engage Hennepin County on an enhanced roundabout landscape plan and provide design guidance for further consideration. Recommendation Support Hennepin County's standard roundabout landscape plan of turf establishment for the CSAH 19 & CR 117 Intersection Improvement project. Council Action Consider a motion to support Hennepin County's standard roundabout landscape plan of turf establishment for the CSAH 19 & CR 117 Intersection Improvement project. 36 STAFF REPORT Agenda Item: 6.f Council Meeting: July 23, 2026 Prepared By: Kevin Mattson, Public Works Director, Topic: Heritage Park Improvements - Pay Request 9 (Sitework) Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 9 to Fehn Companies, Inc. in the amount of $104,606.79. Financial/Budget Heritage Park Improvements is funded by the Park Dedication Fund. Options Approve Pay Request 9 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $104,606.79. Modify. Decline. Recommendation Approve Pay Request 9 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $104,606.79. Council Action Consider a motion to approve Pay Request 9 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $104,606.79. Attachments 1. Corcoran City Park- Pay Request 9.pdf 37 Memo To: Kevin Mattson, PE, PW Director From: Mark Schroeher, PE Project/File: 193807229 Date: July 14, 2026 Subject: Pay Request #9 to Fehn Companies, Inc. – Corcoran City Park Improvements Council Action Requested Staff recommends the City Council Approve Pay Application #9 for the Corcoran City Park Improvements project to Fehn Companies, Inc. in the amount of $104,606.79. Summary Pay request #9 includes project work completed by Fehn Companies, Inc and their subtractors throughout the month of June. Pay request #9 includes work for seeding/erosion control, irrigation, and parking lot and pedestrian lighting. Lighting, concrete and other remaining work will continue in July. Below is a summary of the work completed to date: Total Contract Value to Date $2,914,013.85 Work Completed to Date $2,258,805.09 5% Retainage $112,940.25 Amount Paid to Date $2,041,258.05 Total Pay App #9 $104,606.79 Engineer’s Recommendation We recommend approving Pay Request #9 to Fehn Companies, Inc. in the amount of $104,606.79. 38 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 9 Original Contract Amount: Contract Changes approved to Date CO#1 CO#2 CO#3 CO#4 CO#5 CO#6 Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 5%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 193807229 00 62 76-1 City of Corcoran Fehn Companies, Inc. 112,940.25$ 2,145,864.84$ Corcoran City Park Improvements 11,555.24$ 48,969.40$ PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 2,596,985.88$ 13,800.00$ 2,914,013.85$ 2,258,805.09$ 2,041,258.05$ 104,606.79$ 58,185.33$ 18,918.00$ 165,600.00$ Fehn Companies, Inc. 39 and Fehn Companies, Inc. (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 193807229 00 62 76-2 CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract between the City of Corcoran (OWNER) STANTEC CONSULTING SERVICES, INC. END OF SECTION Fehn Companies, Inc. Tyler McKenzie, Project Manager 07/13/26 07/14/2026 40 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 1 $160,000.00 160,000.00$ 0.9 144,000.00$ 0.9 144,000.00$ 0 -$ 0.0 -$ 2 TRAFFIC CONTROL LUMP SUM 1 $4,103.41 4,103.41$ 0.9 3,693.07$ 0.9 3,693.07$ 0 -$ 0.0 -$ 3 CLEAR TREE EACH 43 $102.59 4,411.37$ 66 6,770.94$ 66.0 6,770.94$ 0 -$ 0.0 -$ 4 GRUB TREE EACH 43 $51.29 2,205.47$ 66 3,385.14$ 66.0 3,385.14$ 0 -$ 0.0 -$ 5 CLEARING ACRE 0.3 $9,232.68 2,769.80$ 0.5 4,616.34$ 0.5 4,616.34$ 0 -$ 0.0 -$ 6 GRUBBING ACRE 0.3 $3,077.56 923.27$ 0.5 1,538.78$ 0.5 1,538.78$ 0 -$ 0.0 -$ 7 REMOVE TENNIS COURT AND FENCING LUMP SUM 1 $5,151.45 5,151.45$ 1 5,151.45$ 1.0 5,151.45$ 0 -$ 0.0 -$ 8 REMOVE PLAYGROUND LUMP SUM 1 $5,904.20 5,904.20$ 1 5,904.20$ 1.0 5,904.20$ 0 -$ 0.0 -$ 9 REMOVE SE BALLFIELD FENCING LUMP SUM 1 $3,292.81 3,292.81$ 1 3,292.81$ 1.0 3,292.81$ 0 -$ 0.0 -$ 10 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 110 $4.16 457.60$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 11 REMOVE BITUMINOUS PAVEMENT SQ YD 30 $7.46 223.80$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 12 SALVAGE AND REINSTALL SIGN EACH 7 $359.01 2,513.07$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 13 SALVAGE SIGN AND PLACE ONSITE EACH 1 $256.44 256.44$ 1 256.44$ 1.0 256.44$ 0 -$ 0.0 -$ 14 REMOVE LIGHT POLE EACH 1 $223.90 223.90$ 1 223.90$ 1.0 223.90$ 0 -$ 0.0 -$ 15 SALVAGE AND REINSTALL LIGHT POLE EACH 1 $1,538.63 1,538.63$ 1 1,538.63$ 1.0 1,538.63$ 0 -$ 0.0 -$ 16 REMOVE CULVERT PIPE LIN FT 59 $7.42 437.78$ 59 437.78$ 59.0 437.78$ 0 -$ 0.0 -$ 17 SALVAGE AND REINSTALL HYDRANT EACH 1.00 $1,949.12 1,949.12$ 1 1,949.12$ 1.0 1,949.12$ 0 -$ 0.0 -$ 18 REMOVE SANITARY SEWER PIPE LIN FT 89 $6.16 548.24$ 89 548.24$ 89.0 548.24$ 0 -$ 0.0 -$ 19 REMOVE DRAINTILE LIN FT 90 $18.86 1,697.40$ 90 1,697.40$ 90.0 1,697.40$ 0 -$ 0.0 -$ 20 SALVAGE AND RESPREAD GRAVEL SQ YD 652 $5.68 3,703.36$ 652 3,703.36$ 652.0 3,703.36$ 0 -$ 0.0 -$ 21 STREET SWEEPER W/ PICKUP BROOM HOUR 30 $359.01 10,770.30$ 9 3,231.09$ 9.0 3,231.09$ 2 718.02$ 0.0 -$ 22 WATER FOR DUST CONTROL MGAL 30 $726.97 21,809.10$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 23 SILT FENCE TYPE MS - MAINTAINED LIN FT 5632 $2.26 12,728.32$ 5647 12,762.22$ 3,230.0 7,299.80$ 250 565.00$ 2,417.0 5,462.42$ 24 SEDIMENT CONTROL LOG, TYPE STRAW - MAINTAINED LIN FT 360 $2.87 1,033.20$ 1720 4,936.40$ 1,720.0 4,936.40$ 230 660.10$ 0.0 -$ 25 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 12 $366.23 4,394.76$ 12 4,394.76$ 12.0 4,394.76$ 0 -$ 0.0 -$ 26 CULVERT FLARED END PROTECTION - MAINTAINED EACH 6 $366.23 2,197.38$ 6 2,197.38$ 6.0 2,197.38$ 0 -$ 0.0 -$ 27 CONSTRUCTION ENTRANCE (ROCK) - MAINTAINED LUMP SUM 1 $4,767.02 4,767.02$ 1 4,767.02$ 1.0 4,767.02$ 0 -$ 0.0 -$ 28 ROLLED EROSION PREVENTION PRODUCT CATERGORY 25 SQ YD 11405 $1.38 15,738.90$ 5621 7,756.98$ 5,621.0 7,756.98$ 1145 1,580.10$ 0.0 -$ 29 ROLLED EROSION PREVENTION PRODUCT CATERGORY 76 SQ YD 261 $5.13 1,338.93$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 30 EXCAVATION - COMMON (EV) (P)CU YD 23861 $4.63 110,476.43$ 23861 110,476.43$ 23,861.0 110,476.43$ 0 -$ 0.0 -$ 31 SALVAGE AND RESPREAD TOPSOIL LUMP SUM 1 $31,184.69 31,184.69$ 0.9 28,066.22$ 0.9 28,066.22$ 0 -$ 0.0 -$ 32 EXCAVATION - SUBGRADE (EV)CU YD 360 $9.63 3,466.80$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 33 COMMON EMBANKMENT (CV) (P)CU YD 454 $191.13 86,773.02$ 454 86,773.02$ 454.0 86,773.02$ 0 -$ 0.0 -$ 34 HYDRAULIC STABILIZED FIBER MATRIX POUND 27216 $1.02 27,760.32$ 21250 21,675.00$ 21,250.0 21,675.00$ 0 -$ 0.0 -$ 35 FERTILIZER TYPE 2 (@200 LB/ACRE)POUND 2380 $0.93 2,213.40$ 1076 1,000.68$ 1,076.0 1,000.68$ 0 -$ 0.0 -$ 36 SEEDING ACRE 11.3 $680.14 7,685.58$ 6.03 4,101.24$ 6.0 4,101.24$ 0.23 156.43$ 0.0 -$ 37 SEED MIXTURE 25-151 (@200 LB/ACRE)POUND 1820 $3.03 5,514.60$ 1535 4,651.05$ 975.0 2,954.25$ 0 -$ 560.0 1,696.80$ 38 SEED MIXTURE 33-261 (@35 LB/ACRE)POUND 40 $23.85 954.00$ 28 667.80$ 28.0 667.80$ 8 190.80$ 0.0 -$ 39 SEED MIXTURE 35-241 (@36.5 LB/ACRE)POUND 30 $13.80 414.00$ 26 358.80$ 26.0 358.80$ 0 -$ 0.0 -$ PAY REQUEST #9 July 2026 PAY REQUEST #8 June 2026COMPLETED TO DATE Pay Request #9 Corcoran City Park Improvements 193807229 7/13/2026 City of Corcoran BASE BID: Less Previous Payments 41 40 INSTALL WETLAND BUFFER SIGN EACH 25 $146.73 3,668.25$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 41 BITUMINOUS MATERIAL FOR TACK COAT GAL 200 $4.10 820.00$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 42 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 470 $90.93 42,737.10$ 467.46 42,506.14$ 467.5 42,506.14$ 0 -$ 0.0 -$ 43 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 360 $106.79 38,444.40$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 44 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 60 $195.83 11,749.80$ 46.17 9,041.47$ 46.2 9,041.47$ 0 -$ 0.0 -$ 45 AGGREGATE SURFACING CLASS 2, 100% CRUSHED TON 109 $37.35 4,071.15$ 44.73 1,670.67$ 44.7 1,670.67$ 4.34 162.10$ 0.0 -$ 46 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 4520 $20.73 93,699.60$ 4065.71 84,282.17$ 4,065.7 84,282.17$ 92.39 1,915.24$ 0.0 -$ 47 SELECT GRANULAR BORROW TON 7450 $12.38 92,231.00$ 6225.03 77,065.87$ 6,225.0 77,065.87$ 0 -$ 0.0 -$ 48 GEOTEXTILE FABRIC TYPE V, NON-WOVEN SQ YD 11330 $1.49 16,881.70$ 11330 16,881.70$ 11,330.0 16,881.70$ 0 -$ 0.0 -$ 49 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 937 $3.59 3,363.83$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 50 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI-COMP LUMP SUM 1 $1,230.91 1,230.91$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 51 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1717 $23.23 39,885.91$ 1717 39,885.91$ 1,717.0 39,885.91$ 0 -$ 0.0 -$ 52 CONCRETE RIBBON CURB LIN FT 278 $23.59 6,558.02$ 278 6,558.02$ 278.0 6,558.02$ 0 -$ 0.0 -$ 53 6" CONCRETE SIDEWALK SQ YD 1560 $13.08 20,404.80$ 804.1 10,517.63$ 804.1 10,517.63$ 27.1 354.47$ 0.0 -$ 54 7” CONCRETE PAD FOR TRASH ENCLOSURE SQ YD 11 $120.01 1,320.11$ 36 4,320.36$ 36.0 4,320.36$ 0 -$ 0.0 -$ 55 STOP SIGN AND POST EACH 1 $666.74 666.74$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 56 ADA STALL SIGN AND POST EACH 7 $410.30 2,872.10$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 57 15" RC PIPE STORM CLASS V LIN FT 441 $57.45 25,335.45$ 410.00 23,554.50$ 410.0 23,554.50$ 0 -$ 0.0 -$ 58 18" RC PIPE STORM CLASS V LIN FT 574 $63.09 36,213.66$ 562.00 35,456.58$ 562.0 35,456.58$ 0 -$ 0.0 -$ 59 21” RC PIPE STORM CLASS V LIN FT 165 $73.86 12,186.90$ 165.00 12,186.90$ 165.0 12,186.90$ 0 -$ 0.0 -$ 60 24" RC PIPE STORM CLASS V LIN FT 94 $99.68 9,369.92$ 76.00 7,575.68$ 76.0 7,575.68$ 0 -$ 0.0 -$ 61 15" RC FLARED END SECTION W/TRASH GUARD EACH 6 $1,692.66 10,155.96$ 6.00 10,155.96$ 6.0 10,155.96$ 0 -$ 0.0 -$ 62 18" RC FLARED END SECTION W/TRASH GUARD EACH 3 $1,930.66 5,791.98$ 3.00 5,791.98$ 3.0 5,791.98$ 0 -$ 0.0 -$ 63 24" RC FLARED END SECTION W/TRASH GUARD EACH 3 $2,821.10 8,463.30$ 3.00 8,463.30$ 3.0 8,463.30$ 0 -$ 0.0 -$ 64 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 8 $3,457.13 27,657.04$ 8.00 27,657.04$ 8.0 27,657.04$ 0 -$ 0.0 -$ 65 CONSTRUCT 2'X3' CATCH BASIN EACH 1 $3,043.36 3,043.36$ 1.00 3,043.36$ 1.0 3,043.36$ 0 -$ 0.0 -$ 66 CONSTRUCT 27" DIAMETER CATCH BASIN EACH 3 $2,332.89 6,998.67$ 3.00 6,998.67$ 3.0 6,998.67$ 0 -$ 0.0 -$ 67 CONSTRUCT 5' DIAMETER PRECAST OUTLET CONTROL STRUCTURE EACH 2 $11,797.31 23,594.62$ 2.00 23,594.62$ 2.0 23,594.62$ 0 -$ 0.0 -$ 68 4” SOLID WALL PVC SCH 40 DRAINTILE PIPE – PLAYGROUND LIN FT 80 $17.34 1,387.20$ 80.00 1,387.20$ 80.0 1,387.20$ 0 -$ 0.0 -$ 69 4" PERFORATED PVC SCH 40 DRAINTILE PIPE - CURB LIN FT 1110 $15.08 16,738.80$ 1110.00 16,738.80$ 1,110.0 16,738.80$ 0 -$ 0.0 -$ 70 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - BUILDING LIN FT 28 $22.27 623.56$ 28.00 623.56$ 28.0 623.56$ 0 -$ 0.0 -$ 71 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 92 $22.80 2,097.60$ 92 2,097.60$ 92.0 2,097.60$ 92 2,097.60$ 0.0 -$ 72 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 392 $23.10 9,055.20$ 392 9,055.20$ 392.0 9,055.20$ 392 9,055.20$ 0.0 -$ 73 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - FIELD LIN FT 904 $19.71 17,817.84$ 904.00 17,817.84$ 904.0 17,817.84$ 0 -$ 0.0 -$ 74 4" DRAINTILE CLEANOUT W/ THREADED CAP EACH 8 $372.94 2,983.52$ 8.00 2,983.52$ 8.0 2,983.52$ 0 -$ 0.0 -$ 75 6" DRAINTILE CLEANOUT W/ THREADED CAP EACH 7 $599.99 4,199.93$ 8.00 4,799.92$ 8.0 4,799.92$ 4 2,399.96$ 0.0 -$ 76 8" DRAINTILE CLEANOUT W/ THREADED CAP EACH 2 $1,219.47 2,438.94$ 2.00 2,438.94$ 2.0 2,438.94$ 0 -$ 0.0 -$ 77 PRECAST CONCRETE HEADWALL W/ RODENT SCREEN EACH 6 $795.30 4,771.80$ 6.00 4,771.80$ 6.0 4,771.80$ 0 -$ 0.0 -$ 78 8" PVC SCH 40 PIPE - STORM LIN FT 337 $38.98 13,136.26$ 337.00 13,136.26$ 337.0 13,136.26$ 0 -$ 0.0 -$ 79 ROOF DRAIN CONNECTION EACH 3 $572.62 1,717.86$ 3.00 1,717.86$ 3.0 1,717.86$ 0 -$ 0.0 -$ 80 BIOFILTRATION MEDIA MIX C (CV) (P)CU YD 282 $35.40 9,982.80$ 282 9,982.80$ 282.0 9,982.80$ 282 9,982.80$ 0.0 -$ 81 1/4-INCH PEA GRAVEL (CV) (P)CU YD 56 $56.78 3,179.68$ 56 3,179.68$ 56.0 3,179.68$ 56 3,179.68$ 0.0 -$ 82 COARSE FILTER AGGREGATE (CV) (P)CU YD 146 $64.75 9,453.50$ 146 9,453.50$ 146.0 9,453.50$ 146 9,453.50$ 0.0 -$ 83 FLARED END RIPRAP CLASS III TON 75 $88.01 6,600.75$ 75 6,600.75$ 75.0 6,600.75$ 0 -$ 0.0 -$ 84 CONNECT TO EXISTING SEWER PIPE EACH 1 $5,514.11 5,514.11$ 1 5,514.11$ 1.0 5,514.11$ 0 -$ 0.0 -$ 85 4' DIA SANITARY SEWER STRUCTURE EACH 5 $7,114.00 35,570.00$ 5 35,570.00$ 5.0 35,570.00$ 0 -$ 0.0 -$ 86 8" PVC SANITARY SEWER PIPE, SDR 35 LIN FT 639 $52.49 33,541.11$ 624 32,753.76$ 624.0 32,753.76$ 0 -$ 0.0 -$ 87 8" PVC SANITARY SEWER PIPE, SDR 26 LIN FT 618 $57.26 35,386.68$ 618 35,386.68$ 618.0 35,386.68$ 0 -$ 0.0 -$ 88 4" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 78 $29.69 2,315.82$ 95 2,820.55$ 95.0 2,820.55$ 0 -$ 0.0 -$ 89 8" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 13 $45.60 592.80$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 90 CONNECT TO EXISTING SEWER SERVICE EACH 1 $1,728.46 1,728.46$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 91 8"X4" PVC WYE – SANITARY EACH 1 $551.41 551.41$ 1 551.41$ 1.0 551.41$ 0 -$ 0.0 -$ 92 8"X4" PVC ECCENTRIC REDUCER – SANITARY EACH 1 $233.29 233.29$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 93 4" PVC BEND – SANITARY EACH 1.00 $29.69 29.69$ 1 29.69$ 1.0 29.69$ 0 -$ 0.0 -$ 94 4" PVC CAP – SANITARY EACH 1 $47.72 47.72$ 2 95.44$ 2.0 95.44$ 0 -$ 0.0 -$ 95 IMPROVED PIPE FOUNDATION (12" THICK)LIN FT 130 $19.09 2,481.70$ 56 1,069.04$ 56.0 1,069.04$ 0 -$ 0.0 -$ 96 CONNECT TO EXISTING WATERMIAN EACH 1 $4,506.72 4,506.72$ 1 4,506.72$ 1.0 4,506.72$ 0 -$ 0.0 -$ 97 4" PVC C900 WATERMAIN LIN FT 170 $31.81 5,407.70$ 170 5,407.70$ 170.0 5,407.70$ 0 -$ 0.0 -$ 98 8" PVC C900 WATERMAIN LIN FT 1011 $50.90 51,459.90$ 1011 51,459.90$ 1,011.0 51,459.90$ 0 -$ 0.0 -$ 99 4" GATE VALVE AND BOX EACH 1 $2,470.74 2,470.74$ 1 2,470.74$ 1.0 2,470.74$ 0 -$ 0.0 -$ 100 6" GATE VALVE AND BOX EACH 1 $2,847.19 2,847.19$ 1 2,847.19$ 1.0 2,847.19$ 0 -$ 0.0 -$ 101 8" GATE VALVE AND BOX EACH 3 $3,849.27 11,547.81$ 3 11,547.81$ 3.0 11,547.81$ 0 -$ 0.0 -$ 102 INSTALL HYDRANT AND VALVE EACH 1 $11,823.52 11,823.52$ 1 11,823.52$ 1.0 11,823.52$ 0 -$ 0.0 -$ 103 6" DIP CL-52 HYDRANT LEAD LIN FT 26 $59.38 1,543.88$ 26 1,543.88$ 26.0 1,543.88$ 0 -$ 0.0 -$ 104 DUCTILE IRON FITTINGS POUND 506 $15.91 8,050.46$ 500 7,955.00$ 500.0 7,955.00$ 0 -$ 0.0 -$ 105 2" HDPE SDR-9 SERVICE LINE LIN FT 92 $23.33 2,146.36$ 92 2,146.36$ 92.0 2,146.36$ 0 -$ 0.0 -$ 42 106 2" SERVICE SADDLE EACH 2 $233.29 466.58$ 2 466.58$ 2.0 466.58$ 0 -$ 0.0 -$ 107 2" CORPORATION STOP EACH 2 $471.88 943.76$ 2 943.76$ 2.0 943.76$ 0 -$ 0.0 -$ 108 2" CURB STOP AND BOX EACH 2 $864.23 1,728.46$ 2 1,728.46$ 2.0 1,728.46$ 0 -$ 0.0 -$ 109 SERVICE CONNECTION CABINET AND METER SOCKET EACH 1 $28,721.12 28,721.12$ 0.5 14,360.56$ 0.5 14,360.56$ 0 -$ 0.0 -$ 110 ELECTRICAL HANDHOLE EACH 2 $1,641.21 3,282.42$ 2 3,282.42$ 2.0 3,282.42$ 0 -$ 0.0 -$ 111 PVC SCH 40 CONDUIT (1.5")LIN FT 1340 $12.31 16,495.40$ 1340 16,495.40$ 1,340.0 16,495.40$ 0 -$ 0.0 -$ 112 PVC SCH 40 CONDUIT (2")LIN FT 137 $15.39 2,108.43$ 137 2,108.43$ 137.0 2,108.43$ 0 -$ 0.0 -$ 113 PVC SCH 40 CONDUIT (3")LIN FT 190 $16.41 3,117.90$ 190 3,117.90$ 190.0 3,117.90$ 0 -$ 0.0 -$ 114 PVC SCH 40 CONDUIT (4")LIN FT 880 $20.52 18,057.60$ 880 18,057.60$ 880.0 18,057.60$ 0 -$ 0.0 -$ 115 #12 AWG XHHW WIRE LIN FT 4020 $1.54 6,190.80$ 4020 6,190.80$ 0.0 -$ 0 -$ 4,020.0 6,190.80$ 116 #350 AWG XHHW WIRE LIN FT 160 $30.77 4,923.20$ 160 4,923.20$ 0.0 -$ 0 -$ 160.0 4,923.20$ 117 #500 AWG XHHW WIRE LIN FT 600 $41.03 24,618.00$ 600 24,618.00$ 0.0 -$ 0 -$ 600.0 24,618.00$ 118 LIGHTING UNIT TYPE PL EACH 6 $7,128.99 42,773.94$ 6 42,773.94$ 2.0 14,257.98$ 0 -$ 4.0 28,515.96$ 119 LANDSCAPE BOULDER EACH 20 $690.33 13,806.60$ 20 13,806.60$ 8.0 5,522.64$ 8 5,522.64$ 12.0 8,283.96$ 120 CONCRETE STAIRS SQ FT 100 $153.86 15,386.00$ 100 15,386.00$ 100.0 15,386.00$ 0 -$ 0.0 -$ 121 STAIR HANDRAIL LIN FT 30 $244.13 7,323.90$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 122 PLAY CONTAINER THICKENED CONCRETE EDGE LIN FT 168 $28.72 4,824.96$ 136 3,905.92$ 136.0 3,905.92$ 69 1,981.68$ 0.0 -$ 123 PLAY CONTAINER CONCRETE CURB LIN FT 258 $36.93 9,527.94$ 307 11,337.51$ 307.0 11,337.51$ 307 11,337.51$ 0.0 -$ 124 PLAY FEATURE THICKENED CONCRETE EDGE LIN FT 125 $28.72 3,590.00$ 125 3,590.00$ 125.0 3,590.00$ 0 -$ 0.0 -$ 125 TOPSOIL – IMPORT FOR PLANTING BEDS CU YD 166 $47.68 7,914.88$ 81 3,862.08$ 81.0 3,862.08$ 0 -$ 0.0 -$ 126 COMPOST TYPE 2 CU YD 34 $185.15 6,295.10$ 26 4,813.90$ 26.0 4,813.90$ 0 -$ 0.0 -$ 127 WOOD MULCH TYPE 6 CU YD 150 $118.99 17,848.50$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 128 DECIDUOUS TREE - 2" CAL B&B EACH 47 $692.38 32,541.86$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 129 DECIDUOUS TREE - ORNAMENTAL- 2" CAL B&B EACH 1 $1,151.92 1,151.92$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 130 CONIFEROUS TREE - ORNAMENTAL - 6FT B&B EACH 6 $717.52 4,305.12$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 131 DECIDUOUS SHRUB - NO 2 CONT EACH 89 $71.80 6,390.20$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 132 EVERGREEN SHRUB- NO. 2 CONT EACH 24 $99.70 2,392.80$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 133 PERENNIAL - 1 GALLON EACH 339 $27.70 9,390.30$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 134 LANDSCAPE METAL EDGER LIN FT 75 $21.03 1,577.25$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 135 SITE FURNISHING - BENCH EACH 7 $3,333.70 23,335.90$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 136 SITE FURNISHING - PICNIC TABLE EACH 2 $3,333.70 6,667.40$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 137 SITE FURNISHING - BIKE RACK EACH 1 $1,795.07 1,795.07$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ 138 IRRIGATION SYSTEM LUMP SUM 1 $27,992.84 27,992.84$ 0.4 11,197.14$ 0.2 4,198.93$ 0 -$ 0.3 6,998.21$ 139 IRRIGATION CABINET - WATER AND ELECTRIC SERVICE LUMP SUM 1 $10,996.09 10,996.09$ 0 -$ 0.0 -$ 0 -$ 0.0 -$ TOTAL BASE BID: 1,797,412.70$ 1,472,983.14$ 1,386,293.79$ 61,312.83$ 86,689.35$ ALTERNATE A BID – BOARDWALK:QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST A.1 CLEARING ACRE 0.4 $7,693.16 3,077.26$ 0.6 4,615.90$ 0.6 4,615.90$ 0 -$ 0.00 -$ A.2 GRUBBING ACRE 0 $2,564.39 1,025.76$ 0.6 1,538.63$ 0.6 1,538.63$ 0 -$ 0.00 -$ A.3 SILT FENCE TYPE MS - MAINTAINED LIN FT 779 $2.26 1,760.54$ 0 -$ 0.0 -$ 0 -$ 0.00 -$ A.4 CONCRETE ABUTMENT FOR TRAIL/BOARDWALK CONNECTION EACH 2 $5,477.53 10,955.06$ 2 10,955.06$ 2.0 10,955.06$ 0 -$ 0.00 -$ A.5 12' WIDE BOARDWALK WITH WOOD RAILING SQ FT 1728 $140.87 243,423.36$ 1728 243,423.36$ 1,728.0 243,423.36$ 345.6 48,684.67$ 0.00 -$ A.6 BOARDWALK SUPPORT WITH HELICAL ANCHORS EACH 34 $1,728.40 58,765.60$ 34 58,765.60$ 34.0 58,765.60$ 0 -$ 0.00 -$ A.7 ADDITIONAL LENGTH OF HELICAL PIER LIN FT 100 $66.67 6,667.00$ 0 -$ 0.0 -$ 0 -$ 0.00 -$ A.8 HELICAL PILE COMPRESSION LOAD TEST LUMP SUM 1 $6,154.53 6,154.53$ 1 6,154.53$ 1.0 6,154.53$ 0 -$ 0.00 -$ TOTAL ALTERNATE A: 331,829.11$ 325,453.08$ 325,453.08$ 48,684.67$ -$ ALTERNATE B BID – REGIONAL TRAIL:QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST B.1 EXCAVATION - COMMON (EV) (P)CU YD 433 $34.41 14,899.53$ 433 14,899.53$ 433 14,899.53$ 0 -$ 0.00 -$ B.2 COMMON EMBANKMENT (CV) (P)CU YD 853 $24.36 20,779.08$ 853 20,779.08$ 853 20,779.08$ 0 -$ 0.00 -$ B.3 REMOVE CULVERT PIPE LIN FT 20 $7.42 148.40$ 20 148.40$ 20 148.40$ 0 -$ 0.00 -$ B.4 REMOVE CHAIN LINK FENCE LIN FT 60 $37.67 2,260.20$ 60 2,260.20$ 60 2,260.20$ 0 -$ 0.00 -$ B.5 SILT FENCE TYPE MS - MAINTAINED LIN FT 267 $2.26 603.42$ 214 483.64$ 214 483.64$ 0 -$ 0.00 -$ B.6 HYDRAULIC STABLIZED FIBER MATRIX POUND 7700 $1.28 9,856.00$ 7100 9,088.00$ 0 -$ 0 -$ 7,100.00 9,088.00$ B.7 FERTILIZER TYPE 2 (@200 LB/ACRE)POUND 540 $1.02 550.80$ 560 571.20$ 0 -$ 0 -$ 560.00 571.20$ B.8 SEEDING ACRE 3 $1,020.63 2,755.70$ 2.95 3,010.86$ 0 -$ 0 -$ 2.95 3,010.86$ B.9 SEED MIXTURE 25-151 (@200 LB/ACRE)POUND 140 $3.03 424.20$ 0 -$ 0 -$ 0 -$ 0.00 -$ B.10 SEED MIXTURE 35-241 (@36.5 LB/ACRE)POUND 70 $13.80 966.00$ 0 -$ 0 -$ 0 -$ 0.00 -$ B.11 SEED MIXTURE 36-711 (@34 LB/ACRE)POUND 10 $32.00 320.00$ 0 -$ 0 -$ 0 -$ 0.00 -$ B.12 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - REGIONAL TRAIL TON 650 $93.31 60,651.50$ 614.71 57,358.59$ 615 57,358.59$ 0 -$ 0.00 -$ B.13 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 1424 $23.23 33,079.52$ 1424 33,079.52$ 1,424 33,079.52$ 0 -$ 0.00 -$ B.14 6" CONCRETE SIDEWALK SQ YD 10 $117.71 1,177.10$ 10 1,177.10$ 10 1,177.10$ 0 -$ 0.00 -$ B.15 TRUNCATED DOMES SQ FT 20 $61.55 1,231.00$ 68 4,185.40$ 68 4,185.40$ 0 -$ 0.00 -$ 43 B.16 15" RC PIPE STORM CLASS V LIN FT 33 $59.38 1,959.54$ 24.00 1,425.12$ 24 1,425.12$ 0 -$ 0.00 -$ B.17 15" RC FLARED END SECTION W/TRASH GUARD EACH 2 $1,749.67 3,499.34$ 2.00 3,499.34$ 2 3,499.34$ 0 -$ 0.00 -$ B.18 CONCRETE APRON AT ABUTMENT SQ YD 9 $117.71 1,059.39$ 9 1,059.39$ 9 1,059.39$ 0 -$ 0.00 -$ B.19 4FT HIGH POLY COATED CHAIN LINK FENCE LIN FT 64 $59.49 3,807.36$ 57 3,390.93$ 57 3,390.93$ 0 -$ 0.00 -$ TOTAL ALTERNATE B: 160,028.08$ 156,416.30$ 143,746.24$ -$ 12,670.06$ ALTERNATE C BID – PARKING LOT PAVING:QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST C.1 BITUMINOUS MATERIAL FOR TACK COAT GAL 294 $4.05 1,190.70$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 705 $87.79 61,891.95$ 701.19 61,557.47$ 701 61,557.47$ 0 -$ 0.00 -$ C.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 529 $98.67 52,196.43$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 74 $195.83 14,491.42$ 80.7 15,803.48$ 81 15,803.48$ 0 -$ 0.00 -$ C.5 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 144 $23.23 3,345.12$ 144 3,345.12$ 144 3,345.12$ 0 -$ 0.00 -$ C.6 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 3012 $3.59 10,813.08$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.7 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI-COMP LUMP SUM 1 $1,230.91 1,230.91$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.8 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1,399 $23.23 32,498.77$ 1389 32,266.47$ 1,389 32,266.47$ 0 -$ 0.00 -$ C.9 DELETE CONCRETE RIBBON CURB LIN FT -278 $23.59 (6,558.02)$ -278 (6,558.02)$ -278 (6,558.02)$ 0 -$ 0.00 -$ C.10 6" CONCRETE SIDEWALK SQ YD 125 $117.71 14,713.75$ 125 14,713.75$ 125 14,713.75$ 0 -$ 0.00 -$ C.11 ADA STALL SIGN AND POST EACH 4 $410.30 1,641.20$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.12 TOPSOIL - IMPORT CU YD 69 $52.13 3,596.97$ 69 3,596.97$ 69 3,596.97$ 0 -$ 0.00 -$ C.13 COMPOST TYPE 2 CU YD 14 $154.89 2,168.46$ 14 2,168.46$ 14 2,168.46$ 0 -$ 0.00 -$ C.14 WOOD MULCH TYPE 6 CU YD 41 $106.17 4,352.97$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.15 DECIDUOUS TREE- 2" CAL B&B EACH 7 $654.94 4,584.58$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.16 DECIDUOUS SHRUB - NO 2 CONT EACH 45 $61.34 2,760.30$ 0 -$ 0 -$ 0 -$ 0.00 -$ C.17 EXTEND DRIP IRRIGATION TO ISLANDS LUMP SUM 1 $6,547.39 6,547.39$ 0 -$ 0 -$ 0 -$ 0.00 -$ TOTAL ALTERNATE C: 211,465.98$ 126,893.70$ 126,893.70$ -$ -$ ALTERNATE D BID – PINWHEEL TRAIL PAVEMENT:QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST D.1 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - PINWHEEL TRAILS TON 370 $103.25 38,202.50$ 330 34,072.50$ 330 34,072.50$ 0 -$ 0.00 -$ D.2 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 66 $24.69 1,629.54$ 66 1,629.54$ 66 1,629.54$ 0 -$ 0.00 -$ D.3 DELETE AGGREGATE SURFACING CLASS 2 TON -66 $38.67 (2,552.22)$ 0 -$ 0 -$ 0 -$ 0.00 -$ TOTAL ALTERNATE D: 37,279.82$ 35,702.04$ 35,702.04$ -$ -$ ALTERNATE F BID – ATHLETIC FIELD IRRIGATION SYSTEM:QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST F.1 ATHLETIC FIELD IRRIGATION SYSTEM LUMP SUM 1 $64,099.39 64,099.39$ 0 -$ 0 -$ 0 -$ 0.00 -$ F.2 DEDUCT FOR IMPROVED PLANT/SEEDING WARRANTY LUMP SUM 1 -$5,129.21 (5,129.21)$ 0 -$ 0 -$ 0 -$ 0.00 -$ TOTAL ALTERNATE F: 58,970.18$ -$ -$ -$ -$ TOTAL ORIGINAL CONTRACT: 2,596,985.88$ 2,117,448.26$ 2,018,088.85$ -$ -$ CHANGE ORDER #1 - ADDITIONAL DEAD ASH REMOVAL QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST CO1.1 CLEAR AND GRUB ADDITIONAL DEAD ASH TREES LUMP SUM 1 $13,800.00 13,800.00$ 1 13,800.00$ 1 13,800.00$ 0 -$ 0.00 -$ TOTAL CHANGE ORDER #1 13,800.00$ 13,800.00$ 13,800.00$ -$ -$ CHANGE ORDER #2 - PICKLEBALL REVISIONS QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST CO2.1 COMMON EMBANKMENT (CV)CU YD 1106 $24.27 26,842.62$ 1106 26,842.62$ 1,106 26,842.62$ 0 -$ 0.00 -$ CO2.2 15" RC PIPE STORM CLASS V LIN FT 353 $57.45 20,279.85$ 353 20,279.85$ 353 20,279.85$ 0 -$ 0.00 -$ CO2.3 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 1 $3,457.13 3,457.13$ 1 3,457.13$ 1 3,457.13$ 0 -$ 0.00 -$ CO2.4 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - FIELD LIN FT 325 $19.71 6,405.75$ 325 6,405.75$ 325 6,405.75$ 0 -$ 0.00 -$ CO2.5 6" DRAINTILE CLEANOUT WITH THREADED CAP EACH 2 $599.99 1,199.98$ 2 1,199.98$ 2 1,199.98$ 0 -$ 0.00 -$ TOTAL CHANGE ORDER #2 58,185.33$ 58,185.33$ 58,185.33$ -$ -$ -$ -$ CHANGE ORDER #3 - COUNTY ROAD CULVERT & ELECTRICAL CONDUIT QUANTITY COST QUANTITY COST CO3.1 FLARED END RIPRAP CLASS III TN 12 $88.01 1,056.12$ 12 1,056.12$ 12 1,056.12$ 0 -$ 0.00 -$ CO3.2 15 RC PIPE STORM CLASS V LF 93 $59.38 5,522.34$ 80 4,750.40$ 80 4,750.40$ 0 -$ 0.00 -$ CO3.3 15" RC FLARED END SECTION W/TRASH GUARD EACH 2 $1,749.67 3,499.34$ 2 3,499.34$ 2 3,499.34$ 0 -$ 0.00 -$ CO3.4 PVC SCH 40 CONDUIT (4")LF 72 $20.52 1,477.44$ 72 1,477.44$ 72 1,477.44$ 0 -$ 0.00 -$ TOTAL CHANGE ORDER #3 11,555.24$ 10,783.30$ 10,783.30$ -$ -$ -$ -$ 44 CHANGE ORDER #4 - PINWHEEL TRAIL & DRAINAGE QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST CO4.1 EXCAVATION - COMMON (EV)CY 429 $27.14 11,643.06$ 429 11,643.06$ 429 11,643.06$ 0 -$ 0.00 -$ CO4.2 AGGREGATE BASE CLASS 5 TN 682 $20.73 14,137.86$ 682 14,137.86$ 682 14,137.86$ 0 -$ 0.00 -$ CO4.3 HYDRAULIC STABLIZED FIBER MATRIX LB 600 $1.28 768.00$ 0 -$ 0 -$ 0 -$ 0.00 -$ CO4.4 FERTILIZER TYPE 2 (@200 LB/ACRE)LB 40 $1.02 40.80$ 0 -$ 0 -$ 0 -$ 0.00 -$ CO4.5 SEEDING ACRE 0.2 $1,021.00 204.20$ 0 -$ 0 -$ 0 -$ 0.00 -$ CO4.6 SEED MIXTURE 25-151 LB 40 $3.03 121.20$ 0 -$ 0 -$ 0 -$ 0.00 -$ CO4.7 4" PERFORATED PVC SCH 40 DRAINTILE LF 195 $15.08 2,940.60$ 195 2,940.60$ 195 2,940.60$ 0 -$ 0.00 -$ CO4.8 6" PERFORATED PVC SCH 40 DRAINTILE LF 465 $19.71 9,165.15$ 465 9,165.15$ 465 9,165.15$ 0 -$ 0.00 -$ CO4.9 4" DRAINTILE CLEANOUT W/ THREADED CAP EACH 1 $372.94 372.94$ 1 372.94$ 1 372.94$ 0 -$ 0.00 -$ CO4.10 6" DRAINTILE CLEANOUT W/ THREADED CAP EACH 1 $599.99 599.99$ 1 599.99$ 1 599.99$ 0 -$ 0.00 -$ CO4.11 PRECAST CONCRETE HEADWALL W/ RODENT SCREEN EACH 2 $795.30 1,590.60$ 2 1,590.60$ 2 1,590.60$ 0 -$ 0.00 -$ CO4.12 CONNECT TO EXSITING DRAIN TILE EACH 8 $300.00 2,400.00$ 8 2,400.00$ 8 2,400.00$ 0 -$ 0.00 -$ CO4.13 YARD DRAIN (NYLOPLAST 12" DRAIN BASIN W/ DROP IN GRATE EACH 1 $1,350.00 1,350.00$ 1 1,350.00$ 1 1,350.00$ 0 -$ 0.00 -$ CO4.14 IRRIGATION SLEEVING LS 1 $3,635.00 3,635.00$ 1 3,635.00$ 1 3,635.00$ 0 -$ 0.00 -$ TOTAL CHANGE ORDER #4 48,969.40$ 47,835.20$ 47,835.20$ -$ -$ -$ -$ CHANGE ORDER #5 - IRRIGATION BOOSTER PUMP QUANTITY COST QUANTITY COST CO5.1 7.5 HP BOOSTER PUMP FOR IRRIGATION SYSTEM LS 1 $16,445.00 16,445.00$ 0 -$ 0 -$ 0 -$ 0.00 -$ CO5.2 #6 AWG XHHW WIRE LF 900 $3.09 2,781.00$ 900 2,781.00$ 0 -$ 0 -$ 900.00 2,781.00$ CO5.3 #12 AWG XHHN WIRE (DEDUCT)LF -200 $1.54 (308.00)$ -200 (308.00)$ 0 -$ 0 -$ -200.00 (308.00)$ TOTAL CHANGE ORDER #5 18,918.00$ 2,473.00$ -$ -$ -$ 700.00$ 2,473.00$ CHANGE ORDER #6 - PEDESTRIAN LIGHTING CO6.1 LS 1 $165,600.00 165,600.00$ 0.05 8,280.00$ 0 -$ 0.000 0.05 8,280.00$ TOTAL CHANGE ORDER #6 165,600.00$ 8,280.00$ -$ TOTAL REVISED CONTRACT: 2,914,013.85$ 2,258,805.09$ 2,148,692.68$ -$ 109,997.51$ 700.00$ 110,112.41$ ORIGINAL CONTRACT AWARD AMOUNT 2,596,985.88$ 2,258,805.09$ 2,148,692.68$ 109,997.51$ 110,112.41$ TOTAL CHANGE ORDER:317,027.97$ 112,940.25$ 107,434.63$ 5,499.88$ 5,505.62$ TOTAL REVISED CONTRACT:2,914,013.85$ 2,145,864.84$ 2,041,258.05$ 104,497.63$ 104,606.79$ PAY REQUEST #9PAY REQUEST #8 SUBTOTAL CURRENT RETAINAGE (5%) TOTAL CURRENT PAY REQUEST COMPLETE TO DATE CONTRACT SUMMARY LESS PREVIOUS PAYMENTS 45 STAFF REPORT Agenda Item: 6.g Council Meeting: July 23, 2026 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Improvements - Pay Request #11 (Building) Action Required: Approval Summary Council should review and consider the attached architect memorandum. Staff recommends approval of Pay Application #11 to Valint Construction Services in the amount of $264,919.10. Financial/Budget Pay Request #11 to Valint Construction Services is $264,919.10. Staff anticipates upon completion of phase 1 of Heritage Park, that $1.5 million will be available for use in the Park Dedication Fund. Options Approve Pay Request #11 for the Heritage Park Improvements to Valint Construction Services in the amount of $264.919.10. Decline. Recommendation Approve Pay Request #11 for the Heritage Park Improvements to Valint Construction Services in the amount of $264.919.10. Council Action Consider a motion to approve Pay Request #11 for the Heritage Park Improvements to Valint Construction Services in the amount of $264.919.10. Attachments 1. 2026_07_01 - Pay Application #11 46 1 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Architect’s Memo Project: City of Corcoran Community Park Building 20200 County Road 50 Corcoran, MN 55340 From Architect: Oertel Architects, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 Contractor: Valint Construction Services, LLC 3550 38th Avenue S., Suite C Fargo, ND 58104 Subject Pay Application #11 Date: July 1, 2026 Architect’s Project Number: 24-26 Council Action Requested: Staff recommends the City Council approve Pay Application #11 for the Corcoran Community Park Building project to Valint Construction Services in the amount of $ 264,919.10. Summary: Pay request #11 includes project work completed by Valint Construction Services and their subcontractors throughout the month of June. Valint’s sub-contractor has installed additional carpentry throughout the building. The standing seam metal roofing has been installed along with the majority of the gutter systems. The hollow metal doors and frames, overhead coiling counter door, and the aluminum storefront windows and doors have all been installed. Most of the interior finishes have been installed, including F.R.P., gypsum board, and tile. There has been continued installation and progress for plumbing and electrical work in the building. General Conditions for the entire project were also billed for ongoing submittals, shop drawings, project management, and job supervision. Below is a summary of work completed to date: Total Contract Value to Date: $ 2,269,952.35 Work Completed to Date: $ 1,916,011.57 5% Retainage: $ 81,924.05 Amount Paid to Date: $ 1,569,168.42 Total Pay Application #9: $ 264,919.10 47 2 1795 ST. CLAIR AVENUE, ST. PAUL, MN 55105 p: (651) 696-5186 www.oertelarchitects.com Attachments: • Pay Application #11 Issued by: Eric Werner – Oertel Architects, Ltd. 48 July 1, 2026 49 CONTINUATION SHEET AIA G703 Format Page 2 of 4 Application No: 11 Valint Construction Services, LLC Application Date: 7/1/2026 3550 38th Avenue S, Suite C Period from: 06/01/26 Fargo, ND 58104 Period to: 06/30/26 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Div. 03 0000 03 0013 Concrete (General)- - - - - 03 3000 Cast in Place Concrete (ES Concrete)81,815.02 78,465.02 (350.00) 81,465.02 78,465.02 96%3,000.00 3,923.25 03 3543 Polished Concrete Finish (Sterling Stone & Tile)13,726.25 13,726.25 - 0%13,726.25 - Div. 04 0000 04 0013 Masonry (General)- - - - - 04 2000 Unit Masonry (CMU) (Brother Built Masonry)109,150.89 108,593.33 (557.56) 108,593.33 108,593.33 100%- 5,429.67 04 2219 Insulated Concrete Unit Masonry (Brother Built Masonry)Incl. 04 2000 - - - - Div. 05 0000 05 0013 Metals (General)- - - - - 05 1200 Structural Steel - Materials (Mid America Steel)20,077.13 20,077.13 20,077.13 20,077.13 100%- 1,003.86 05 1200 Structural Steel - Labor (Allowance)3,880.00 3,880.00 - 0%3,880.00 - 05 5000 Miscellaneous Metals (Mid America Steel)Incl. 05 1200 - - - - Div. 06 0000 06 0013 Wood, Plastics, and Composites (General)- - - - - 06 1000 Carpentry - Material (Casselton Lumber)65,000.00 87,475.99 22,475.99 87,475.99 87,475.99 100%- 4,373.80 06 1100 Carpentry - Labor (All Pro Framing)39,230.00 43,730.00 4,500.00 43,730.00 43,730.00 100%- 2,186.50 06 1753 Metal-Plate-Connected Wood Trusses (Fargo Truss)17,434.54 17,997.13 562.59 17,997.13 17,997.13 100%- 899.86 06 2000 Carpentry Installation (O'Malley Finish Carpentry)20,571.00 (1,200.00) (2,100.00) 17,271.00 10,362.60 10,362.60 60%6,908.40 518.13 06 2000-2 Carpentry - Siding (Tacheny Exteriors)Incl. 07 4113 - - - - Div. 07 0000 07 0013 Thermal and Moisture Protection (General)- - - - - 07 0543 Thermal Clips - Installation (All Pro Framing)Incl. 06 2000 - - - - 07 0543 Thermal Clips - Material Incl. 06 2000 - - - - 07 2100 Thermal Insulation & Waterproofing (Northland Companies)54,881.00 17,289.00 (37,592.00) 17,289.00 17,289.00 100%- 864.45 07 2726 Fluid-Applied Air & Vapor Barrier Membrane (C&S Management)20,500.00 20,500.00 20,500.00 20,500.00 100%- 1,025.00 07 4113 Standing Seam Metal Roofing (Tacheny Exteriors)244,994.85 200,907.01 10,193.21 255,188.06 42,381.90 243,288.91 95%11,899.15 12,164.45 07 5323 EPDM Roofing (Tacheny Exteriors)Incl. 07 4113 - - - - 07 6200 Sheet Metal Flashings and Trim (Tacheny Exteriors)Incl. 07 4113 - - - - 07 9200 Joint Sealants - - - - - Div. 08 0000 08 0013 Openings (General)- - - - - 08 1113 Hollow Metal Doors and Frames (Twin City Hardware)38,513.35 5,736.33 900.00 (0.10) 39,413.25 33,676.92 39,413.25 100%- 1,970.66 08 3313 Overhead Coiling Counter Doors (Metro Garage Door)7,650.00 7,650.00 7,650.00 7,650.00 100%- 382.50 08 4113 Aluminum Framed Entrances and Storefronts (Brin Glass)159,470.00 121,170.00 2,400.00 161,870.00 40,700.00 161,870.00 100%- 8,093.50 08 5623 Awning Pass Windows (Brin Glass)Incl. 08 4113 - - - - 08 7100 Door Hardware (Twin City Hardware)Incl. 08 1113 - - - - 08 8000 Glass & Glazing (Brin Glass)Incl. 08 4113 - - - - Div. 09 0000 09 0013 Finishes (General)- - - - - 09 2116 Gypsum Board Assemblies (Perfect Wall)34,607.86 29,768.89 1,250.00 298.00 36,155.86 6,386.97 36,155.86 100%- 1,807.79 09 3000 Tiling (Superset Tile)31,000.00 13,272.79 31,000.00 13,672.37 26,945.16 87%4,054.84 1,347.26 09 5426 Linear Wood Ceilings (Twin City Acoustics)198,300.00 111,450.00 198,300.00 17,400.00 128,850.00 65%69,450.00 6,442.50 09 6513 Resilient Base and Accessories (Superset Tile)995.00 995.00 - 0%995.00 - 09 7720 Decorative FRP - Material (Construction Supply)5,865.00 1,373.23 7,238.23 7,238.23 7,238.23 100%- 361.91 09 7720 Decorative FRP - Install (O'Malley Finish Carpentry)Incl. 06 2023 - - - - 09 9100 Painting (Reinhardt & Sons)19,880.00 488.00 20,368.00 - 0%20,368.00 - Work Completed M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #11 (CW).xlsx/Data Sheet 50 CONTINUATION SHEET AIA G703 Format Page 3 of 4 Application No: 11 Valint Construction Services, LLC Application Date: 7/1/2026 3550 38th Avenue S, Suite C Period from: 06/01/26 Fargo, ND 58104 Period to: 06/30/26 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Work Completed Div. 10 0000 10 0013 Specialties (General)- - - - - 10 1416 Plaque (Construction Supply)2,595.92 2,595.92 - 0%2,595.92 - 10 1419 Dimensional Letter & Custom Signage (Construction Supply)3,655.12 833.00 4,488.12 - 0%4,488.12 - 10 1423 Panel Signage (Tri-State Specialties)862.77 862.77 - 0%862.77 - 10 2800 Toilet Accessories (Tri-State Specialties)18,994.05 18,994.05 18,994.05 18,994.05 100%- 949.70 10 2814 Adult Changing Stations (Tri-State Specialties)Incl. 10 2800 - - - - 10 4400 Fire Extinguishers & Cabinets (Construction Supply)594.72 594.72 594.72 594.72 100%- 29.74 10 6500 Operable Partition (Acoustic Associates)21,893.00 21,893.00 - 0%21,893.00 - Div. 12 0000 12 0013 Furnishings (General)- - - - - 12 3535 Solid Polymer Fabrications (Granite-Tops)6,870.00 6,870.00 - 0%6,870.00 - 12 3616 Metal Countertops (LSV Metals)6,320.00 6,320.00 - 0%6,320.00 - Div. 22 0000 22 0013 Plumbing (General)- - - - - 22 0500 Common Results for Plumbing (Finken Plumbing)108,454.00 91,809.35 14,370.00 122,824.00 27,594.65 119,404.00 97%3,420.00 5,970.20 22 0519 Underground Rough-In Incl. 22 0500 - - - - 22 0523 Above Ground Rough-In Incl. 22 0500 - - - - 22 0700 Plumbing Insulation Incl. 22 0500 - - - - 22 4000 Plumbing Fixtures Incl. 22 0500 - - - - Div. 23 0000 23 0013 Heating, Ventilating, and Air Conditioning (General)- - - - - 23 0500 Common Work Results For HVAC (Falcon Mechanical)180,000.00 167,380.00 2,380.00 182,380.00 167,380.00 92%15,000.00 8,369.00 23 0593 Testing, Adjusting, and Balancing for HVAC Incl. 23 0500 - - - - 23 0700 HVAC Insulation Incl. 23 0500 - - - - 23 1123 Natural-Gas Piping Incl. 23 0500 - - - - 23 2300 Refrigerant Piping Incl. 23 0500 - - - - 23 3113 Ductwork Incl. 23 0500 - - - - 23 3713 Diffusers, Registers, and Grilles Incl. 23 0500 - - - - 23 5400 Furnaces Incl. 23 0500 - - - - 23 6200 Packaged Compressor and Condenser Units Incl. 23 0500 - - - - 23 7200 Air-to-Air Energy Recovery Equipment Incl. 23 0500 - - - - 23 8233 Heating Terminal Units Incl. 23 0500 - - - - Div. 26 0000 26 0013 Electrical (General)- - - - - 26 0500 Common Work Results for Electrical (Honda Electric)148,600.00 100,309.69 8,838.74 157,438.74 29,403.65 129,713.34 82%27,725.40 6,485.67 26 0519 Electrical Power Conductors and Cables Incl. 26 0500 - - - - 26 0526 Grounding and Bonding for Electrical Systems Incl. 26 0500 - - - - 26 0529 Hangers and Supports for Electrical Systems Incl. 26 0500 - - - - 26 0533 Raceway and Boxes for Electrical Systems Incl. 26 0500 - - - - 26 0553 Identification for Electrical Systems Incl. 26 0500 - - - - 26 0923 Lighting Control Devices Incl. 26 0500 - - - - 26 2416 Panelboards Incl. 26 0500 - - - - 26 2726 Wiring Devices Incl. 26 0500 - - - - 26 2816 Enclosed Switches and Circuit Breakers Incl. 26 0500 - - - - 26 2913 Enclosed Controllers Incl. 26 0500 - - - - 26 5119 Interior Lighting Incl. 26 0500 - - - - 26 5619 Exterior Lighting Incl. 26 0500 - - - - M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #11 (CW).xlsx/Data Sheet 51 CONTINUATION SHEET AIA G703 Format Page 4 of 4 Application No: 11 Valint Construction Services, LLC Application Date: 7/1/2026 3550 38th Avenue S, Suite C Period from: 06/01/26 Fargo, ND 58104 Period to: 06/30/26 APPLICATION FOR PAYMENT Project No: #2520 Div. No.Description of Work Scheduled Value (total pulls to Application) From Previous Application Change Orders Previous Periods Current Month Approved Change Orders Revised Contract Price This Period Total Completed & Stored to Date (E+F+G) (total pulls to application) Percentage of Completion (I/D) Balance to Finish Retainage (5% of Completed to Date) Work Completed Div. 31 0000 31 0013 Earthwork (General)- - - - - 31 1000 Earthwork & Clearing (Fehn Companies)32,879.00 32,879.00 9,780.00 42,659.00 9,780.00 42,659.00 100%- 2,132.95 31 2200 Grading Incl. 31 1000 - - - - 31 2316 Excavation Incl. 31 1000 - - - - 31 2323 Fill Incl. 31 1000 - - - - Div. 32 0000 32 0013 Exterior Improvements (General)- - - - - 32 3500 Site Screening Devices - Material (CityScapes)34,342.74 38,334.29 3,991.55 2,100.00 40,434.29 38,334.29 95%2,100.00 1,916.71 32 3500 Site Screening Devices - Install (O'Malley Finish Carpentry)Incl. 06 2023 - - - - 100 Hard Construction Costs 1,753,603.21 1,798,537.86 1,572,981.01 87%225,556.85 78,649.05 102 General Conditions 367,259.41 254,146.39 4,323.80 374.49 371,957.70 23,384.17 277,530.56 75%94,427.14 - 103 Contingency (Allowance)20,000.00 20,000.00 - 0%20,000.00 - 104 Construction Management, Overhead & Profit 74,262.38 57,500.00 5,149.66 44.75 79,456.79 8,000.00 65,500.00 82%13,956.79 3,275.00 150 Contract Totals 2,215,125.00 1,638,380.11 43,842.21 10,985.14 2,269,952.35 277,631.46 1,916,011.57 84%353,940.78 81,924.05 M/Users/Art/ART-AIA Billing/#2520 - Corcoran Community Park Bldg - Pay Application #11 (CW).xlsx/Data Sheet 52 STAFF REPORT Agenda Item: 6.h Council Meeting: July 23, 2026 Prepared By: Deb Johnson, City Clerk Topic: Approval of Temporary Liquor License for Corcoran Country Daze Action Required: Adoption Summary The Corcoran Community Fund has submitted an application for a Temporary On-Sale Liquor License to be effective August 14-15, 2026 during Corcoran Country Daze at Lions Park. The licensee has submitted the required fee and insurance documents to meet the conditions for approval. Recommendation Adopt Resolution 2026-55 Approving Temporary On-Sale Liquor License to Corcoran Community Fund for Country Daze Council Action Adopt Resolution 2026-55 Approving Temporary On-Sale Liquor License to Corcoran Community Fund for Country Daze Attachments 1. Resolution 2026-55 Approving Temporary On-Sale Liquor License - Corcoran Community Fund.docx 53 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-55 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 Corcoran Community Fund 22475 Sunset Lane Rogers, MN 55374 Temporary Liquor License August 14-15, 2026 Corcoran Country Daze 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 23rd day of July, 2026. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 54 STAFF REPORT Agenda Item: 8.a Council Meeting: July 23, 2026 Prepared By: Natalie Davis, Community Development Director Topic: Lost Loon Site Plan, Interim Use Permit, and Variance Action Required: Approval Summary The applicant, Dan Sjobolm, requests approval of a Site Plan, Interim Use Permit (IUP), and Variance on behalf of Lost Loon LLC, a proposed cannabis cultivator, at 20120 Auger Ave. Council Action Attachments 1. 2026-07-23_Lost_Loon_SP__IUP__VAR_CC_Report.pdf 55 Page 1 of 19 STAFF REPORT City Council Meeting: July 23, 2026 Prepared By: Natalie Davis McKeown Topic: Lost Loon Site Plan, Interim Use Permit, and Variance (PID 26-119-23-12-0013) (City File No. 26-012) Action Required: Decision Review Deadline: August 8, 2026 1. Application Request The applicant, Dan Sjobolm, requests approval of a Site Plan, Interim Use Permit (IUP), and Variance on behalf of Lost Loon LLC, a proposed cannabis cultivator, at 20120 Auger Ave. 2. Prior Review A concept plan for this application was reviewed by City Council on March 26, 2026. Feedback was provided to the applicant as they considered their options to move forward with a formal application The Planning Commission held a public hearing on this item on July 7, 2026. One member of the public participated asking where product will be sold. The Planning Commission recommended approval (4-1; Brummond nay) of the site plan, interim use permit, and variance as presented. 3. Context Zoning and Land Use The site consists of a 2.12-acre parcel. The property is zoned Light Industrial (I-1), guided Light Industrial, and is located within the Southeast District of the Metropolitan Urban Service Area (MUSA). The site is currently vacant. Surrounding Properties Figure 1 Site Location 56 Page 2 of 19 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 Light Industrial I-1 Medical Device Company East Light Industrial I-1 Clothes Manufacturer South Light Industrial I-1 Contractor West Light Industrial I-1 Vacant; Agriculture Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map identifies an unnamed creek that is a tributary stream of South Fork Rush Creek. This stream runs near the western boundary of the site and is to the east of an Old Field upland community. Due to the creek, a majority of this site falls within the Shoreland Overlay District. A wetland delineation application was reviewed and certified by the City on May 28, 2026. It was confirmed there are two wetlands that are partially present on the site but extend outside the study area. Figure 2 Natural Resources Inventory Areas Map Figure 3 Wetland Delineation Exhibit 57 Page 3 of 19 4. Analysis Planning staff coordinated review of the application for consistency with the Comprehensive Plan, Zoning Ordinance, and other City Code requirements and City policies. The City Engineer provided comments in the attached Engineering Memo. Approval conditions require compliance with the Memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan and IUP is limited to whether the proposal meets the standards outlined in the City Code. If it meets these standards, the City must approve the application. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. Conditions can be applied to mitigate the impact of granting the variance. B. Consistency with Ordinance Standards Use Lost Loon LLC intends to develop the site by constructing a 16,016 sq. ft. building to operate an indoor cannabis cultivation facility. The site will have access from the cul-de-sac of Auger Ave. A retail component is not proposed at this site. State licensed cannabis businesses that do not include retail or outdoor cultivation are a permitted use within the I-1 District. This use must be compliant with the performance standards in Section 1060.120 in the Zoning Ordinance for cannabis businesses, these standards are discussed later in this report. Lot Standards Figure 4 Site Plan 58 Page 4 of 19 The proposed lot is an existing, vacant lot of record created as part of the plat for Jack and Cheryl Addition recorded in 1995. The I-1 district standards are shown in the table below: Dimensional Standard I-1 Existing/Proposed Minimum lot area 1 acre 2.12 Acres Minimum lot width 100 feet ~153 feet Minimum lot depth 200 feet ~340 feet Minimum Principal Structure Setbacks: Front, from Major Roadways* 100 feet N/A Front, from all other streets 50 feet 64 feet Side (East, West, and South) 20 feet 100 feet (east) 91 feet (west) 29.5 feet (south) Rear (North) 20 feet 112 feet Adjacent to Residential 50 feet N/A Maximum Principal Building Height 45 feet 22.5 feet Maximum Impervious Surface Coverage 70% 28.9% *Major Roadways are state highways and county roads All minimum and maximum dimensional standards of the I-1 District are satisfied with the proposed site plan. However, the property is also located within the Shoreland Overlay District, which includes additional setback requirements. The Shoreland Overlay District requires sewered structures to be setback a minimum of 50 feet from the Ordinary High Water Level (OHWL) of a tributary river or stream. The creek is located immediately west of the property, and the proposed building is shown to be at least 91 feet from the west property line. Based on the submitted plans, the proposed building appears capable of satisfying the required 50-foot setback from the OHWL. However, the OHWL has not been identified on the site plan. As a condition of approval, the applicant shall identify the OHWL on the site plan and demonstrate compliance with the required 50-foot setback. While the maximum impervious surface coverage limit in the I-1 district is 70%, the Shoreland Overlay District limit is 25%. Based on the proposed site improvements, staff estimates the impervious surface coverage limit within the portion of the property located in the Shoreland Overlay is approximately 27.8%. The applicant’s narrative states the impervious surface coverage was reduced from approximately 36% as identified in the concept plan down to the current proposal by redesigning the site and minimizing the parking lot to the extent practicable. The applicant requests a variance to allow the proposed impervious surface coverage. Additionally, site modifications necessary to comply with zoning, engineering, and public safety requirements may 59 Page 5 of 19 affect the final amount of impervious surface required for the development. This issue is discussed further in the variance analysis section of this report. Refuse The applicant’s plans indicate that an exterior trash enclosure will be provided on the northeast corner of the building, but no details have been provided. Details on the trash enclosure must be provided as a condition of approval. The site must comply with the following performance standards in Section 1060.020 of the Zoning Ordinance: - No exterior incineration of trash or garbage. - No exterior storage of trash or garbage except in an accessory building enclosed by walls and a roof or in closed containers within a totally screened area. Screening The architectural elevations depict rooftop equipment that appear, based on the scale of the submitted elevations, to project more than three feet above the roof surface. Section 1060.030 exempts rooftop mechanical equipment less than three feet in height form screening requirements. For equipment exceeding three feet in height, the ordinance requires that the equipment be designed, located, and where necessary, screened so that it is aesthetically harmonious with the building as observed to a six-foot-tall individual standing at ground level on adjacent property or a public right-of-way. The applicant provided a perspective rendering from the cul-de-sac looking at the southeast corner of the building which indicates no rooftop mechanical equipment will be visible from that viewpoint. However, the submitted rendering does not demonstrate visibility from all Figure 5 Refuse Area Figure 6 View of Rooftop Equipment from ROW 60 Page 6 of 19 potentially affected viewpoints (adjacent property or public right-of-way (ROW)). As a condition of approval, the applicant shall demonstrate compliance with Section 1060.030 and/or provide additional screening, as necessary, prior to issuance of a building permit. Lighting The application includes a photometric plan reflecting two freestanding luminaires on the north and west side of the parking lot, and five wall mount fixtures on the exterior of the building (three on the east façade, one on the northeast façade, and one on the west façade). The photometric plan confirms that the combination of lights does not exceed one foot-candle at the property line or centerline of a public street. The wall light fixture and freestanding luminaire specifications confirm compliance with the City’s 0- degree cutoff requirements. The freestanding luminaire is specified to have a height of 20’ which is less than the heigh of the building (22.5’). The freestanding luminaire cannot exceed the height of the building or 30’; whichever is less, per Section 1060.040. Overall, the lighting plan is in compliance with the performance standards in the Zoning Ordinance. Building/Architecture The applicant’s narrative states the building will be a pre-cast concrete structure. This is consistent with allowed exterior finishes in Section 1060.050, Subd. 1(C) for non- residential zoning districts. The architectural plans show that the building will be primarily made of vertical textured light grey stained/painted pre-cast concrete, with two other accent colors along the top of the building – a dark grey stained/pained pre-cast concrete and a dark green stained/painted precast concrete. There are a few windows on the eastern façade of the building with a row of clerestory windows on the south façade. Figure 7 Eastern Building Facade 61 Page 7 of 19 Parking and Drive Aisles Section 1060.060 requires parking lots and internal drive aisles to be setback a minimum of 50’ from the front property line and 10’ from the side and rear property lines. The Shoreland Overlay District also requires parking to maintain the same 50’ setback required for the principal building. While the driveway providing vehicular access from the public street may encroach into the required front setback, the proposed parking lot and internal drive aisles may not. Revisions made to the site layout since the concept plan resulted in the proposed parking lot encroaching into the required 50’ front setback. The site plan shall be revised to demonstrate compliance with the required front setback for the parking lot and internal drive aisles. The proposal satisfies the side and rear setback requirements. Compliance with the Shoreland setback will be confirmed upon identification of the OHWL. The site plan reflects 90-degree parking stalls which must be at least 9’ wide, 18’6” long, and the drive aisle must be at least 26’ wide. The parking stalls meet these requirements. The site plan shows 19 parking spaces, including one accessible parking space. It is anticipated the full staff of the facility would be 10-15 people. The proposed parking supply exceeds the applicant's anticipated peak parking demand, including circumstances where all employees are present on-site simultaneously. The applicable parking formula in the Zoning Ordinance is for Manufacturing, Processing, or Fabricating Facility, which reads as follows: 8 spaces plus one space for each 2 employees on the largest shift. A minimum of 8 spaces plus one space per 500 square feet of floor area is required. This results in a minimum requirement of 40 spaces per the Zoning Ordinance. This far exceeds the anticipated parking demand of the site even if all employees are at the facility at once. Further, requiring compliance with this standard would result in more impervious surface within the Shoreland Overlay District. The applicant requests an IUP Figure 8 Parking Lot 62 Page 8 of 19 to reduce the required off-street parking spaces. The IUP analysis is discussed later in this report. Landscaping The site is subject to the landscape standards outlined in Section 1060.070, which require the following: • One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, 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. The formula based on the site perimeter of 1,206 linear feet results in the greater number of overstory trees at 24.12. The landscaping plan shows 24 overstory trees are required, but the City rounds up to the next whole unit of landscaping. In this case, 25 overstory trees are required. The landscaping plan proposes 23 overstory trees and 3 understory trees. The Zoning Ordinance allows up to 50% of the required overstory trees to be substituted with three understory trees. An equivalent of 24 overstory trees is Figure 9 Landscape Plan 63 Page 9 of 19 currently shown, and there is a condition of approval that one more overstory tree or equivalent be provided. No more than 33% of the required trees can be of a single species. With 25 overstory trees, no more than 8 trees can be from the same species. The landscaping plan does show 9 Balsam Fir trees in the planting schedule. The plan must be revised so that there are no more than 8 Balsam Fir trees and any other single species. The formula based on the building size of 16,016 sq. ft. results in the greater number of shrubs at 53.39. Again, the City requires landscaping to be rounded up to the next whole unit, so 54 shrubs are required. The landscaping plan currently shows 53. A condition of approval is for the landscaping plan to be revised to reflect 54 shrubs. 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. It does not appear this would be required with the current proposed site layout. Additionally, a buffer yard is not be required for this project as the site is not adjacent to a residential property or a zoning district of less intensity. The seed mix for the proposed ground cover is a native prairie vegetation. It will be a taller grass of roughly 2 feet tall and requires minimal maintenance. Staff does not recommend native prairie vegetation to be planted within the ROW as this area does need to be regularly maintained. Staff recommends the following conditions of approval related to the native landscaping: - The site plan must be revised to reflect sod within the ROW. - Small signs explaining intentional native landscaping on the site near property boundaries, locations to be approved by staff, in an attempt to educate neighbors and the public to minimize code enforcement calls believing the grass is overgrown. - The applicant must provide a long-term maintenance plan for the native planting areas. This must particularly address how they will maintain the area east of the parking lot with trees. Solar Energy System The architectural plans show a solar array on the roof of the building. The use of solar panels is intentional to offset electricity demand from their operations. Roof mounted solar energy systems can be approved administratively through a Certificate of Compliance in all zoning districts. Non-residential rooftop systems may be pitched at an angle greater than 5% and shall be screened from adjacent public ROW and residential structures. Solar energy systems require a separate building permit. Minimal information was provided on the solar energy system with this application. A condition of approval is that information to confirm compliance with Section 1060.110 of 64 Page 10 of 19 the Zoning Ordinance must be submitted and a Certificate of Compliance issued prior to issuance of a building permit for the solar energy system. Cannabis Business Performance Standards The City's review is limited to confirming compliance with applicable local zoning standards. State licensing requirements will be administered separately by the Office of Cannabis Management. The business will be expected to comply with Section 1060.120 of the Zoning Ordinance as written. Specifically, establishments must implement comprehensive security measures, odor control, and a cannabis waste disposal plan. Some of these requirements are ultimately satisfied by complying with the State’s licensing requirements. Details on these measures are discussed in the applicant’s narrative enclosed with this report. Further detail will be provided to the City as they work through the licensing process with the state. A condition of approval is for the applicant to confirm that the security cameras will cover all areas of the building, both interior and exterior. Cannabis businesses are prohibited within 1,000 feet of a school or 500 feet of a day care, residential treatment facility, or an attraction within a public park that is regularly used by minors (e.g., playground or athletic field). Based on publicly available information as it relates to licensed daycares and schools, the proposed location satisfies these separation requirements. Utilities The site is located within the MUSA boundary and municipal sewer and water are available. Properties within this industrial area of the City were part of a street and utility project in 2014. Properties were assessed for the project cost, and staff confirmed this property was assessed through property taxes for this project. Figure 10 Rooftop Solar Energy System 65 Page 11 of 19 Water and sewer trunk line area charges (TLAC) and water and sewer connections with Corcoran, Maple Grove, and the Metropolitan Council will be due based on the current fee schedule. Since this lot was previously platted, it will only be charged 1 TLAC unit. The City Sewer and Water connection units are based on the SAC determination units from the Metropolitan Council. The Maple Grove connection fee is per acre. The Engineering Memo includes a few more comments as it relates to sewer and water. Stormwater The site plan depicts a stormwater treatment area. The Engineering Memo provides feedback as it relates to remaining stormwater requirements that must be addressed as conditions of approval. The stormwater pond and related facilities will require a recordable drainage and utility easement and stormwater maintenance agreement. Wetlands The wetland delineation completed for this site confirmed the presence of small portions of wetlands that are primarily located on neighboring properties. However, the site plan does not currently depict the wetland boundaries applicable to this site. A condition of approval is for the site plan to be updated to show these boundaries. Because the property was created prior to March 23, 2004 (as part of a plat approved in 1995), wetland buffers and buffer monuments are not required. Building setback requirements from the buffer are also not applicable to lots created prior to March 23, 2004. Sound The applicant submitted a Sound Source Control Plan addressing equipment identification, manufacturer sound data, operational characteristics, equipment setbacks, screening, vibration isolation, and a narrative regarding anticipated compliance with Minnesota Pollution Control Agency noise standards. While the submittal does not include a formal acoustical study or property-line noise modeling, staff finds the information sufficient to evaluate the application at this stage, subject to the applicant's continued obligation to comply with Minnesota Rule 7030 during construction and operation. 66 Page 12 of 19 Signage The applicant has not provided detailed information regarding signage for the site. The site must comply with Chapter 84 of the City Code, including (but not limited to) lighting and brightness standards. A separate sign permit for temporary and permanent signs will be required. Since the property is zoned I-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. The building elevation does show a wall sign of the Lost Loon logo. While dimensions and other details will need to be confirmed as part of the sign permit process, it appears the wall sign will be able to comply with Chapter 84. The plans do not indicate the use of a freestanding sign. As part of the cannabis performance standards, signage must not depict cannabis leaves, use slang terms for cannabis, or appeal to minors. The proposed business name and logo do not include cannabis leaves, slang terms, nor are they designed to appeal to minors. Public Safety Public Safety completed an initial review of the proposed site plan on June 3, 2026. The final review comments are enclosed attached to this report. A turnaround that meets City specifications is required at the north end of the parking lot since its length exceeds 150’. This may have an impact on the final impervious surface calculations. The extent of further requirements for fire apparatus access depends on whether the proposed building is equipped throughout with an approved automatic sprinkler system. A fully sprinklered building will reduce the extent of fire apparatus access improvements required, thereby minimizing additional impervious surface not currently shown on the site plan. Conversely, if the building is not sprinklered, additional fire apparatus access improvements will be necessary around the building which would further increase the amount of impervious surface on the site required for emergency services. Prior to issuance of grading or building permits, the site plan shall be revised, to comply with the fire apparatus access requirements based on the final approved building design Figure 11 Wall Sign - Eastern Facade 67 Page 13 of 19 and fire protection systems. The final site design shall minimize additional impervious surface to the maximum extent practicable while meeting applicable fire and life safety requirements. Parks and Trails The 2040 Comprehensive Plan shows a proposed off-road trail near the western boundary of this property. However, this is expected to be dedicated with the development of the property to the west, and the trail would run along the western boundary of the creek. Park Dedication will not be required for this proposal, as no subdivision is proposed. IUP Section 1060.060, Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. Staff believes the documented operations and staffing plan provide the necessary data to reduce the formal parking requirements for this facility to 19 spaces. The applicant’s narrative notes the 19 parking spaces will exceed the anticipated peak demand of 8-12 spaces. They expect to employ approximately 15 staff members in total, with approximately 5-8 employees present on-site at any given time. The estimated traffic of the site includes staggered employee trips and a small number of monthly deliveries (a few trucks per month). The proposed IUP includes a sunset clause that allows the parking demand to be re-evaluated if operational conditions change. Further, reducing the amount of required parking minimizes impervious surface coverage, advancing the purpose of the Shoreland Overlay District by preserving additional pervious area. The applicant further states the site design will limit stormwater runoff while allowing for increased incorporation of green infrastructure. The IUP is drafted so that it would include a sunset clause for when parking demand for the site exceeds 19 spaces for regular operational needs of the site. The property owner at such time would be required to submit a site plan amendment (and variance if also approved as part of this application) to discuss the site and expand the parking or reduce operations as necessary. Additionally, the parking requirements will automatically be revisited should the applicants expand their operations in the future or a new property owner changes to a new use. The IUP to reduce formal parking spaces to 19 must satisfy the following IUP criteria outlined in Section 1070.030, Subd. 3: A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 68 Page 14 of 19 Granting an IUP to reduce the parking space requirement for the proposed cannabis facility is not in conflict with the Comprehensive Plan. This property is guided Light Industrial in the 2040 Comprehensive Plan. Required parking in excess of the documented operational demand would increase impervious surface without a corresponding public benefit and would be inconsistent with the Shoreland Overlay District’s objective of limiting impervious coverage. The site plan reflects 19 spaces which is more than the anticipated number of total employees, so reliance on public streets is not expected even if all employees are at the site at one time. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. An IUP to reduce parking requirements based on the proposed business model will promote and enhance the general public welfare as it will retain natural green space on the property while minimizing impervious surface within the Shoreland Overlay. The applicant states that the site design will limit stormwater runoff volume and rate while allowing for increased incorporation of green infrastructure. There is enough parking for the users of the site, without creating a detriment or endangering the public health, safety, morals, or comfort of the surrounding area. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Granting an IUP for reduced parking spots based on the documented business model will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish and impair property values within the neighborhood. There is more than enough parking stalls to accommodate anticipated parking demand on site, and the proposed plan keeps the site in line with what is expected in an industrial context while honoring the goals of the Shoreland Overlay District. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 69 Page 15 of 19 Granting an IUP to reduce parking space requirements will not prevent nor discourage the normal and orderly development and improvement of the surrounding industrial property. The proposed 19 parking spaces exceed the applicant’s documented operational demand and provide sufficient parking for anticipated employees and site visitors. Reliance on the surrounding public streets for parking is not expected. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Existing public facilities and services are adequate to serve the proposed use. The parking reduction does not increase demand on public infrastructure because all parking associated with the use is required to be accommodated on-site. A condition of the IUP is that parking associated with the cannabis cultivation facility cannot occur on public streets. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Except for the requested Shoreland Overlay impervious surface variance, the proposed development complies with the applicable district regulations. The requested parking reduction assists in minimizing impervious surface to the extent practicable. g. The conditional use and site conforms to performance standards as specified by this Chapter. The proposed parking reduction is specifically authorized through the IUP process established by Section 1060.060, Subd. 10. The site otherwise complies with all applicable performance standards with the proposed conditions of approval as outlined in this staff report. B. The use is allowed as an interim use in the respective zoning district. The ability to use an IUP to reduce parking requirements is not restricted to a specific zoning district. Therefore, the IUP is allowed within the I-1. C. The date or event that will terminate the use can be identified with certainty. The event that will terminate this use is identifiable with certainty. Staff proposes the following sunset clause: 70 Page 16 of 19 1. The property is sold, transferred, or the cannabis cultivation business changes ownership or operational control. 2. Documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations. 3. The cannabis cultivation business ceases. 4. The cannabis cultivation business expands, and the City determines the parking demand will increase. 5. The cannabis cultivation business fails to meet City and State requirements. 6. The City Council revokes the IUP pursuant to applicable ordinance provisions. The Planning Commission recommended approval of the proposed sunset clause. D. The use will not impose additional unreasonable costs on the public. Granting an IUP to reduce the required number of parking spaces on the property will not create an additional and unreasonable cost to the public. E. The user agrees to any conditions that the City Council deems appropriate for permission of the use. Conditions of approval include the following: o No parking on adjacent public streets is allowed. All parking must be accommodated on site. o If documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations, the applicant shall submit a site plan amendment (and variance, if applicable) for City approval. o The City may inspect the property every three years, or upon receipt of a parking-related complaint, to verify continued compliance with the conditions of this IUP. The Planning Commission recommended approval of the proposed conditions of approval to mitigate the potential impact of granting a reduction in required parking for the proposed use. Variance The application requires a variance because the Shoreland Overlay District limits impervious surface coverage to 25%, while the proposed development is estimated by staff to result in approximately 27.8% impervious surface coverage. Due to outstanding zoning, engineering, and Public Safety review comments, staff recommends approving 71 Page 17 of 19 a maximum impervious surface coverage of 30% to provide flexibility for City-required site modifications while minimizing the need for additional variance proceedings. Section 1070.040 provides the following standards to review variance requests. 1. That there are practical difficulties in complying with the Zoning Ordinance. The League of Minnesota Cities defines a three-factor test for the term "practical difficulties": • The property owner proposes to use the property in a reasonable manner not otherwise allowed by the Zoning Ordinance. • The plight of the landowner is due to circumstances unique to the property and not created by the landowner; and • The variance will not alter the essential character of the locality. Section 1070.040, Subd. 2(B) of the Zoning Ordinance specifically identifies the last two factors as separate standards and they will be discussed individually. Therefore, the City typically uses this first standard to focus on evaluating the reasonableness of the request. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 3. That the granting of the variation will not alter the essential character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. 5. The variance is consistent with the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of granting the variance. The applicant's narrative documents efforts to reduce impervious surface coverage from approximately 36% to the current proposal through redesigning the site and reduction of parking to the extent practicable. The applicant also proposes incorporating extensive native prairie vegetation throughout the site. Staff recommends approval of an IUP to reduce the required number of parking spaces based on the applicant's documented operational demand, further reducing impervious surface while maintaining industrial site functionality. The site plan also incorporates extensive native prairie vegetation to promote stormwater infiltration, support ecological functions, and preserve open space throughout the property. Staff believes the requested variance represents a reasonable use of the property by allowing industrial development of the site while minimizing impervious surface to the extent practicable. 72 Page 18 of 19 The need for the variance is driven by the unique combination of the Shoreland Overlay District requirements and the dimensional constraints associated with developing a functional industrial site while accommodating required parking, stormwater management, landscaping, and emergency access. These site constraints are unique to the property and were not created by the applicant. Granting a variance to allow a maximum impervious surface coverage of 30% will not alter the essential character of the locality. The property is guided and zoned for industrial development, and the proposed use is consistent with the surrounding area. Although the variance permits a modest increase in impervious surface beyond the 25% Shoreland Overlay limit, the site continues to preserve significant open space and incorporates native prairie vegetation throughout the site. These features help maintain the natural character of the property while supporting stormwater management and ecological functions. The variance facilitates a development pattern that remains consistent with the industrial character of the area while recognizing the environmental objectives of the Shoreland Overlay District and mitigating impacts associated with the requested increase in impervious surface. Granting the variance is generally consistent with the Comprehensive Plan, which guides the property for Light Industrial development while also recognizing the importance of protecting natural resources. Staff does not anticipate the final site design will require the full 30% impervious surface coverage; however, the additional flexibility is recommended solely to accommodate potential City-required revisions resulting from outstanding zoning, engineering, and Public Safety review. Staff recommends conditions requiring the final site design to minimize impervious surface to the maximum extent practicable while satisfying applicable zoning, engineering, and fire and life safety requirements. Staff also recommends requiring the native prairie vegetation shown on the approved landscape plan to be preserved and maintained in perpetuity. Additionally, staff recommends requiring a minimum 15’ setback between all impervious surface and delineated wetland boundaries. Together with the extensive native prairie vegetation proposed throughout the site, these conditions help support stormwater management, preserve ecological functions, and mitigate the impacts of the additional impervious surface while allowing reasonable development of the property. The Planning Commission recommended approval of the conditions proposed to mitigate the impact of granting the variance and particularly appreciated the efforts to incorporate native plantings as a way to mitigate the impact of granting the variance. Summary The following list is a summary of the components of the application: A. Site Plan 73 Page 19 of 19 The Site Plan can comply with the Zoning Ordinance with the proposed conditions of approval and assuming the IUP and Variance are granted. Remaining revisions would be addressed administratively. B. IUP Staff and Planning Commission believe 19 parking spaces adequately reflect documented parking demand. Are the proposed sunset events appropriate? Should additional sunset events be included? Are there additional operational conditions that should be imposed to ensure parking demand remains within the approved limit? C. Variance Staff and Planning Commission recommend approval of a variance allowing 30% impervious surface to allow for site functionality while allowing room for City-required modifications. Do the recommended conditions adequately mitigate the impact of granting the variance? Are there additional mitigation measures that should be required? 5. Recommendation Staff and Planning Commission recommend approval of Resolution 2026-54 approving the Site Plan, IUP, and Variance for the cannabis cultivation facility subject to the conditions of approval outlined in this report. Attachments: 1. Resolution 2026-54 2. Draft Site Improvement Performance Agreement 3. Application Narrative 4. Engineering Memo 5. Public Safety Memo 6. Sound Source Control Plan 7. Site Plans 8. Architectural Plans 9. Photometric Plan 74 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 1 of 9 Motion By: Seconded By: A RESOLUTION APPROVING AN INTERIM USE PERMIT, SITE PLAN, AND VARIANCE FOR LOST LOON, LLC AT 20120 AUGER AVE (PID 26-119-23-12-0013) (CITY FILE NO. 26-012) WHEREAS, Lost Loon, LLC (the “applicant”) requests approval of a Site Plan for construction of an approximately 16,016 square foot indoor cannabis cultivation facility for property described as follows: See Attachment A. WHEREAS, the applicant requests approval of an Interim Use Permit to reduce the required parking to 19 spaces. WHEREAS, the applicant requests approval of a Variance to allow up to 30% impervious surface coverage within the Shoreland Overlay District where 25% is permitted. WHEREAS, the Planning Commission reviewed the requests at a duly called Public Hearing and recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a Site Plan, Interim Use Permit, and Variance subject to the following findings and conditions: 1. A Site Plan, Interim Use Permit, and Variance are approved, in accordance with the plans received by the City on May 20, 2026, with additional material received on June 9, 2026, except as amended by this resolution. 2. The applicant shall comply with all requirements in the City Engineer Site Plan Review Memo dated June 8, 2026. 3. The applicant shall comply with the Public Safety Memo dated June 3, 2026. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. a. Prior to issuance of grading or building permits, the site plan shall be revised, if necessary, to comply with the fire apparatus access requirements established by the applicable Fire Chief. b. The final site design shall minimize additional impervious surface to the maximum extent practicable while meeting applicable fire and life safety requirements. 75 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 2 of 9 4. An indoor cannabis cultivation business is approved based on compliance with all applicable performance standards in Section 1060.120 of the Zoning Ordinance. Ongoing compliance with these standards is required throughout the operation of the facility. 5. An interim use permit is granted to reduce the require parking spaces for the business to 19, subject to the following conditions and findings: a. The applicant provided the following data points to justify the reduction in parking requirements: i. Approximately 10-15 staff members are expected in total. ii. Approximately 5-8 employees are expected to be present on-site at any given time. iii. Visitors to the site, including monthly deliveries, are expected to be limited within any given month. iv. Anticipated peak demand is 8-12 spaces. b. Applicable criteria are satisfied as outlined in Section 1070.030 (Interim use Permits) of the Corcoran Zoning Ordinance: i. The application meets requirements of a conditional use permit set forth in Section 1070.020, Subd. 3: 1. The reduced parking space requirement is compliant with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The property is guided Light Industrial in the 2040 Comprehensive Plan, and the reduced parking spaces will reduce the necessary impervious surface for consistency with the Shoreland Overlay District’s natural resource objectives. The site plan reflects 19 spaces which is more than the anticipated number of total employees, so reliance on public streets is not expected even if all employees are at the site at one time. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. The reduced parking requirement will retain natural green space while minimizing impervious surface within the Shoreland Overlay District while providing ample parking for site functionality. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. There is more than enough parking stalls to accommodate anticipated parking demand on site, and the proposed plan keeps the site in line with what is expected in an 76 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 3 of 9 industrial context while honoring the goals of the Shoreland Overlay District. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The proposed 19 parking spaces exceed the applicant’s documented operational demand and provide sufficient parking for anticipated employees and site visitors. Reliance on the surrounding public streets for parking is not expected. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. The parking reduction does not increase demand on public infrastructure because all parking associated with the use is required to be accommodated on-site. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Except for the requested Shoreland Overlay impervious surface variance, the proposed development complies with the applicable district regulations. The requested parking reduction assists in minimizing impervious surface to the extent practicable. 7. The conditional use and site conforms to performance standards as specified by this Chapter. The proposed parking reduction is specifically authorized through the IUP process established by Section 1060.060, Subd. 10. The site otherwise complies with all applicable performance standards with the conditions of approval as outlined in this resolution. c. The use is allowed as an interim use in the respective zoning district. The ability to use an Interim Use Permit to reduce parking requirements is not restricted to a specific zoning district. Therefore, this use is allowed within the I-1 Zoning District. d. The date or event that will terminate the use can be identified with certainty. The following events will terminate the use: i. The property is sold, transferred, or the cannabis cultivation business changes ownership or operational control. ii. Documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations. iii. The cannabis cultivation business ceases. iv. The cannabis cultivation business expands, and the City determines the parking demand will increase. v. The cannabis cultivation business fails to meet City and State requirements. vi. The City Council revokes the interim use permit pursuant to applicable ordinance provisions. 77 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 4 of 9 e. The use will not impose additional unreasonable costs on the public. f. The user agrees to the following conditions that the City Council deems appropriate for permission of the use. i. No parking on adjacent public streets is allowed. All parking must be accommodated on site. ii. If documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations, the applicant shall submit a site plan amendment and variance (if applicable) for City approval. iii. The City may inspect the property every three years, or upon receipt of a parking-related complaint, to verify continued compliance with the conditions of this Interim Use Permit. 6. The requested variance to allow a 30% impervious surface limit within the Shoreland Overlay District is approved based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. The property is guided and zoned for Light Industrial and falls within the shoreland of a creek that runs just west of the property. Efforts have been made by the applicant to design the site for functionality while meeting applicable zoning performance standards, engineering standards, and public safety requirements. These efforts include reducing impervious surface through site redesign, reducing parking to documented operational demand, and incorporating extensive native prairie vegetation throughout the site to preserve open space and support stormwater management. The requested variance represents a reasonable use of the property by allowing industrial development as envisioned for the site while minimizing impervious surface to the extent practicable. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The need for the variance is driven by the unique combination of the Shoreland Overlay District requirements and the dimensional constraints associated with developing an industrial site while accommodating required parking, stormwater management, landscaping, and emergency access. c. That the granting of the variation will not alter the essential character of the locality. The property is guided and zoned for Light Industrial development, and the requested variance allows only a modest increase in impervious surface while preserving significant open space and native vegetation. The variance will not alter the industrial character of the surrounding area. d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The property is guided and zoned for industrial development, and the proposed use is consistent with the surrounding area. Although the variance permits a modest increase in impervious surface beyond the 25% Shoreland Overlay limit, the site continues to preserve significant open 78 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 5 of 9 space and incorporates native prairie vegetation throughout the site. The variance facilitates a development pattern that remains consistent with the industrial character of the area while recognizing the environmental objectives of the Shoreland Overlay District and mitigating impacts associated with the requested increase in impervious surface. e. The variance is consistent with the Comprehensive Plan. Granting the variance is generally consistent with the Comprehensive Plan, which guides the property for Light Industrial development while also recognizing the importance of protecting natural resources. f. The City may impose conditions on the variance to address the impact of granting the variance. The following are conditions of approval for the variance to mitigate the impact of granting the variance: i. The final site design must minimize impervious surface to the maximum extent practicable while satisfying applicable zoning, engineering, and fire and life safety requirements. Total impervious surface coverage within the Shoreland Overlay District shall not exceed 30% without further City approval. ii. Native prairie vegetation shown on the final approved landscape plan shall be preserved and maintained except as otherwise approved by the City. iii. A minimum 15-foot setback from the delineated wetland boundaries is required for impervious surfaces. 7. Trees, ponds, curb, retaining walls and other private improvements shall be located outside of the public street right-of-way and drainage and utility easement. a. If the City determines that encroachments are necessary, the applicant will be required to enter into an encroachment agreement with the City. b. Native plantings must not be located within the City right-of-way; permitted ground cover within the right-of-way is sod. 8. A building permit is required prior to beginning construction. 9. A Certificate of Compliance and separate building permit will be required for installation of a rooftop Solar Energy System. a. The applicant must submit detailed information of the proposed solar energy system to confirm compliance with Section 1060.110 of the Zoning Ordinance for review and approval by the City. 79 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 6 of 9 10. Sign permits will be required prior to construction of any temporary or permanent sign and must comply with Chapter 84 of the City Code. 11. Drainage and utility easements shall be provided over the stormwater pond and related facilities. 12. An irrigation system is required and shall be equipped with rain sensors to limit unnecessary watering. 13. All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Utilities will be installed at the applicant’s expense. 14. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. 15. The following is required for native landscaping depicted on the landscape plan: a. Small signs explaining the intentional use of native landscaping near shared property boundaries are required. Locations and size to be approved by staff. b. The applicant must provide a long-term maintenance plan for the native planting areas with particular focus on how the area east of the parking lot with newly planted trees will be maintained. 16. The development and operation of the facility shall comply with all applicable Minnesota Pollution Control Agency noise standards. a. Mechanical equipment installed on the site shall be substantially consistent with the equipment and noise mitigation measures identified in the approved Sound Source Control Plan, or any substituted equipment shall be designed to achieve compliance with applicable Minnesota Pollution Control Agency noise standards. b. The emergency generator shall be installed with a manufacturer-provided sound- attenuating enclosure. 17. Prior to release of documents for recording, the applicant shall complete the following: a. Enter into a Site Improvement Performance Agreement with the City, provide a financial guarantee to protect the work, and pay all required fees including utility area charges. b. Provide drainage and utility easement exhibits and legal description for City review and approval. 80 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 7 of 9 c. Enter into a Stormwater Maintenance Agreement with the City. d. Provide revised plans as follows: i. Address all Engineering comments. ii. Revise the site plan as follows: 1. Identify the Ordinary High Water Level of the creek and adjust the 50-foot setback from the Ordinary High Water Level as necessary. 2. Depict the delineated wetland boundaries that are within the site boundaries. a. Show a 15-foot setback from the wetland boundaries for impervious surfaces. 3. Revise the parking lot and internal drive aisle to satisfy the 50-foot front setback from the cul-de-sac right-of-way. iii. Revise the landscaping plan as follows: 1. Reflect use of sod within the City right-of-way. 2. Reflect the City’s standard landscaping detail plates. 3. Reflect an equivalent of 25 overstory trees. 4. Reflect a total of 54 shrubs. 5. Reflect that no more than 33% of the required trees are of a single species. a. No more than 8 Balsam Fir trees as well as any other single tree species. iv. Provide details on the trash enclosure to confirm compliance with Section 1060.020 of the Zoning Ordinance. v. Provide the total area of the property that falls within the Shoreland Overlay District and the total square footage of the impervious surface within the Shoreland Overlay District separate from the total impervious surface coverage for the site overall. vi. Provide a long-term maintenance plan for the native planting areas. vii. Confirm security cameras will cover all areas of the building, both interior and exterior. 18. The following conditions must be met prior to issuance of building permits: a. The following must be recorded with Hennepin County with proof of recording submitted to the City: i. Approving Resolution ii. Site Improvement Performance Agreement iii. Stormwater Maintenance Agreement iv. Drainage and utility Easement b. Payment of required fees including utility connection charges. 81 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 8 of 9 c. The applicant shall submit any and all necessary permits to the watershed and State, receive approval, and provide proof of permits to the City. d. Demonstrate compliance with Section 1060.030 for rooftop equipment and provide additional screening, as necessary. 19. Any request for the City to inspection the required landscaping in order to reduce financial guarantees must be accompanied by certification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings have been correctly installed in compliance with the plans and specifications will suffice. 20. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 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 23rd day of July 2026. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 82 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026-54 Page 9 of 9 ATTACHMENT A Lot 2, Block 1, Jack and Cheryl Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Torrens Property 83 (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT LOST LOON SITE PLAN, INTERIM USE PERMIT, AND VARIANCE (FILE NO. 26-012) This SITE IMPROVEMENT PERFORMANCE AGREEMENT (this “Agreement”) dated _________________, 2026, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and LOST LOON LLC, a Minnesota Limited Liability Company (the “Developer”), for the Lost Loon Site Plan, Interim Use Permit, and Variance, and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a site development plan (referred to in this Agreement as the “site plan”). The site plan is for property situated in the County of Hennepin, State of Minnesota, addressed at: 20120 Auger Avenue, and legally described in Exhibit A, attached hereto, (the “Subject Property”). 2. CONDITIONS OF APPROVAL. The City approved the site plan (under City Council Resolution 2026-xxx dated July 23, 2026) on the condition that the Developer enter into this Agreement, furnish the security and escrow required by it, and comply with applicable ordinances, statutes, and regulations. 3. PLANS. The Subject Property shall be developed in accordance with the following plans. The plans shall not be attached to this Agreement, but are on file in the office of the City Administrator at Corcoran City Hall. If the plans vary from the written terms of this Agreement, the written terms herein shall control. 84 Plan A: Site Plan received __________. Plan B: Grading, Drainage and Erosion Control Plan received __________. Plan C: Utility Plan received __________. Plan D: Landscape Plan received __________. Plan E: Lighting Plan received __________. Plan F: Project and Standard Details Plan received __________. 4. IMPROVEMENTS. The Developer shall install and fully pay for the following required site improvements: • Restoration of sewer and associated disturbance of public streets • Restoration of watermains and hydrants and disturbance of associated public streets • Surface water facilities and any associated public street restoration • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities Any public improvements shall be installed in accordance with the approved plans and specs, City Design Standards and Standard Details. For these improvements, the Developer shall submit plans and specifications that have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or the City Engineer’s designated representative. 5. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement and construction of all required site improvements, the Developer shall furnish the City with a financial guarantee (“security”) in the form of: 1) a letter of credit from a bank (pursuant to the form attached hereto as Exhibit B); or 2) a cash deposit; or 3) a combination thereof. The form of the security shall be determined by the City at its sole discretion, and shall be in the amount of $________________ (100% of the total cost of improvements, per Section 1070.050, Subd. 9 of the Zoning Ordinance). Any bank or financial institution providing a letter of credit or other surety shall be subject to the approval of the City Administrator or his/her designated representative. 6. CONSTRUCTION OF IMPROVEMENTS. 85 All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans will be permitted unless approved in writing by the Zoning Administrator or City Engineer or their designated representative. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by this Agreement. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this Agreement, for which reimbursement is expected from the City, unless such work is first ordered in writing by the City Engineer or their designated representative, as provided in the specifications. 7. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 8. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and around the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 9. 9. TIME OF PERFORMANCE. The Developer shall install all required site improvements by October 31, 2027. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with site development. 86 11. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This site is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 1 Watermain & Raw Water TLAC = $9,888.32, and 1 Treatment & Storage TLAC = $14,826.93. 12. WATER CONNECTION CHARGE. This site is subject to a water connection charge calculated as follows: X non-residential units x $1,441.44 per unit = $xx,xxx.xx. The fees shall be paid at the time of building permit. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 13. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This site is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: 1 Sanitary Sewer TLAC = $7,165.30. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 14. SANITARY SEWER CONNECTION CHARGE. This site is subject to a sanitary sewer connection charge calculated as follows: X non-residential units x $1,425.85 per unit = $xx,xxx.xx. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 11. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the site, including but not limited to legal (including, without limitation, attorneys’ fees), planning, permitting, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of construction plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval, development or noncompliance with this Agreement. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys’ fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys’ fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within 30 days after receipt. Bills not paid within 30 days shall accrue interest at the rate of 8% per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts 87 owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. 12. MISCELLANEOUS. A. Third parties shall have no recourse against the City under this Agreement. B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. C. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by the Zoning Administrator or City Engineer or their designated representative. The City’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has unencumbered fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any failure to fulfill the foregoing covenants. E. Certain retaining walls will require a building permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the building official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. F. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 88 G. Failure to fulfill the terms of this Agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. H. The Developer represents to the City that the development complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision regulations, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. I. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and effect even if the Developer sells the project. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. 13. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 15. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Lost Loon LLC ATTN: Bradley and Jessica Avarden 11525 57th Ave N Plymouth, MN 55442 89 Notices to the City shall be in writing and shall be either hand delivered to Corcoran City Hall, or mailed to the City by certified mail to the attention of the Corcoran City Administrator at the following address: Corcoran City Hall Attn: City Administrator 8200 County Road 116 Corcoran, MN 55340 90 15. ESTIMATED COSTS . ITEM Total Sanitary Sewer System $x Watermain System $x Stormwater System $x Street Construction $x Street Lighting $x Grading/Erosion Control $x Landscaping/Tree Preservation $x Miscellaneous Facilities $0 SUB-TOTAL: Design, Admin, Insp, As-Builts (8%) Total: This breakdown is for historical reference; it is not a restriction on the use of the security. If the City approves use of a letter of credit for posting of any portion of the security, the bank or financial institution which provides the same shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Agreement or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City-approved replacement security has been provided. If the required improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement, wetland buffer establishment and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners and wetland buffer monuments have been installed; and (3) all financial obligations to the City, both actual and anticipated, have been satisfied. 16. SUMMARY OF FINANCIAL SURETY. Security for Improvements (Paragraph 5): $________ Engineering Escrow (Cash) $25,000 Water Supply Trunk line area charge – T & S (TLAC) $14,826.93 Water Supply Trunk line area charge – M & R (TLAC) $9,888.32 Sanitary Sewer Trunk line area charge (TLAC) $7,165.30 17. INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until after the City’s written acknowledgment of the Developer’s successful completion of the project in compliance with all plans referenced in Section 3 above: 91 A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: “Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder.” Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 92 CITY OF CORCORAN: BY: Tom McKee, Mayor (SEAL) AND Jay Tobin, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of___________________, 20___, by Tom McKee and Jay Tobin, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 93 DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF _______________ ) The foregoing instrument was acknowledged before me this ________ day of _________________, 20___, by __________________ the _________________ of _______________________, on behalf of the ______________________. NOTARY PUBLIC 94 EXHIBIT A (the “Subject Property”) Lot 2, Block 1, Jack and Cheryl Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Torrens Property 95 EXHIBIT B IRREVOCABLE LETTER OF CREDIT TEMPLATE Letter of Credit No.: Date: TO: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 RE: (*Insert project name/address) Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d. List the reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Administrator, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. 96 This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. We hereby agree that a draft drawn under and in compliance with this letter of credit shall be duly honored upon presentation if presented for payment together with the documents required herein to _______________, phone ___________, if presented before 4:00 p.m. on or before the expiration date. Presentations may be made in person or by certified mail, return receipt requested or by federal express or any other nationally recognized courier company. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 590 ("ISP98").” We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator 97 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 20___. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 98 MORTGAGEE CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Agreement, agrees that the Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 99 CONTRACT PURCHASER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the Subject Property, the development of which is governed by the foregoing Agreement, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 100 Lost Loon LLC is applying for approval from the City of Corcoran to develop, build, and operate an indoor cannabis cultivation facility at 20120 Auger Ave, Hamel, MN 55340. This lot is zoned properly for cannabis cultivation per the City of Corcoran zoning code (BP). Lost Loon LLC has already received preliminary approval from the State of Minnesota’s Office of Cannabis Management (OCM) for a micro-business cannabis license with a cultivation endorsement. Lost Loon intends to build an approximately 16,016 sq. ft. pre-cast concrete structure in which to grow, dry, cure, package, and distribute wholesale cannabis. The interior of the building will be separated using Insulated Metal Panels (IMP) into different secure areas for sowing seedlings, tending vegetative and flowering cannabis plants, processing harvested cannabis, drying and curing harvested cannabis, and processing and packaging the dried and cured cannabis into wholesale products for secure transportation to a licensed cannabis testing labs, manufacturers, and distributors. Shipping of packaged cannabis will occur onsite through a loading dock at the rear of the facility, with shipments anticipated at regular intervals dependent on harvest cycles and with minimal disruption to surrounding traffic patterns. Other onsite activities will include administrative and operational office duties, tracking and inventorying all cannabis from seed-to-sale in accordance with state standards using the METRC system, and general maintenance activities. All aspects of the facility will comply with applicable Minnesota State Building Codes and City requirements. Lost Loon is also pursuing LEED certification for the project and intends to incorporate sustainable building strategies throughout the design and construction process where feasible. A preliminary security plan has been submitted to the State of Minnesota with Lost Loon’s cannabis cultivation license application, for which Lost Loon has received preliminary approval. 101 The security plan includes 24/7 video surveillance of the facility, controlled facility access, secure storage areas, and other measures required to comply with State of Minnesota security requirements for cannabis facilities. Lost Loon plans to implement advanced odor mitigation technology in its operations to reduce the potential for community impact. While the State of Minnesota currently has no formal odor mitigation standards for cannabis cultivation facilities, Lost Loon intends to comply with or exceed any future standards when implemented. Proposed odor mitigation measures include carbon filtration systems, negative pressure ventilation, sealed processing and storage areas, and operational monitoring and maintenance procedures designed to minimize offsite odor impacts. Lost Loon plans to incorporate sustainability and resiliency features into the project where practical and economically feasible. The project team is currently evaluating and pursuing rooftop solar installation to help offset operational electrical demand. The site design also includes native landscaping and pollinator-friendly plantings intended to improve biodiversity, reduce irrigation needs, and support stormwater management goals. The project team is evaluating additional sustainable site strategies as part of the LEED certification process, including stormwater quality improvements, energy efficiency measures, reduced parking footprint, and electric vehicle charging infrastructure. Lost Loon is working with its civil engineering team to implement a stormwater management plan that complies with all applicable city, watershed, and state regulations. Proposed stormwater management strategies include a stormwater filtering pond and native planting areas where feasible. Lost Loon intends to utilize Wright-Hennepin Electric (WHE) cooperative electrical service, as WHE infrastructure is located adjacent to the site. Lost Loon also plans to utilize the municipal sewer and water connections managed by the City of Corcoran. 102 20120 Auger Avenue is zoned by the City of Corcoran as Business Park (BP), under which indoor cannabis cultivation is an approved use per the City’s zoning code. The site is located within an industrial/business park area where surrounding uses are similarly non-public-facing commercial and industrial operations. The site has access to proper sewer, water, and electrical infrastructure necessary for compliant cannabis cultivation operations. The parcel is currently undeveloped and suitable for the proposed use and building configuration. Lost Loon’s current site plan includes a paved parking area for employees and limited operational traffic. Since the original sketch plan review, the site design has been refined to reduce impervious surface coverage where feasible while maintaining safe and functional operations for employees, deliveries, and emergency access. The facility is anticipated to employ approximately 10-15 total employees, with significantly fewer employees onsite during normal operations due to staggered shifts and operational scheduling. Lost Loon is therefore requesting a reduction in the required parking count based on the actual anticipated parking demand for the facility. Lost Loon has completed the required survey, wetland delineation, geotechnical investigation, and related site due diligence activities necessary to support the land use and site plan review process. The project team will continue coordinating with City staff, consultants, and reviewing agencies throughout the final design and permitting process. 103 Interim Use Permit Narrative Lost Loon LLC Request to Reduce Required Parking a) Nature of Request Lost Loon is requesting an Interim Use Permit (IUP) to allow a reduction in the number of off- street parking spaces from the minimum required 38 spaces to 19 spaces for a proposed cannabis cultivation facility located within the Business Park zoning district. This request is made to: • Align the site design with the operational needs of the facility, and • Reduce impervious surface coverage on the site in support of environmental protection goals within the Shoreland Overlay District. The proposed 19 parking spaces exceed the anticipated peak demand and represent a right-sized approach to site design. b) Impact on Adjoining Properties and Mitigation Measures The subject property is located within an established Business Park district and is surrounded by industrial uses. The nearest residential properties are located approximately one-half mile from the site. Due to: • The industrial character of the surrounding area, • The absence of retail or high-traffic uses, and • The low intensity of employee and delivery traffic, the proposed reduction in parking will not negatively impact adjoining properties. Additionally, the reduced parking area will: • Decrease impervious surface coverage, • Reduce stormwater runoff, and • Support enhanced landscaping and buffering opportunities through native plantings and stormwater management features. 104 c) Buildings to be Constructed or Utilized The project consists of a single approximately 17,000 square foot indoor cannabis cultivation facility. All operations will occur within the enclosed structure, with designated areas for cultivation, processing, and administrative functions. d) Intended Use of Buildings and Property The property will be used exclusively for licensed cannabis cultivation operations, which is a permitted use within the Business Park zoning district. No retail sales or public-facing commercial activities will occur on-site. e) Hours and Days of Operation Hours of operation will vary depending on cultivation cycles and operational needs but will generally occur within standard business hours. Operations are not expected to generate significant off-hour activity beyond limited security presence and periodic monitoring. f) Number of Employees The facility will employ approximately 15 total staff members. At any given time, due to staggered shifts, approximately 5–8 employees will be present on-site. g) Size of Operation The operation consists of one 17,000 sq. ft. indoor cultivation within a controlled environment facility, with 5,000 sq. ft. of canopy space per the Office of Cannabis Management microbusiness license specifications. No outdoor cultivation or animal-related operations are proposed. h) Impact on TraƯic, Access, and Parking Traffic generated by the facility will be minimal due to: • A small number of on-site employees, • The absence of retail customers, and 105 • Limited delivery activity. Estimated traffic includes: • Employee trips associated with staggered shifts, and • A small number of monthly deliveries (a few trucks per month). The site has a single access point, which is adequate to accommodate the low volume of traffic. Parking JustiƱcation The proposed 19 parking spaces are sufficient based on: • Peak on-site staffing levels of 5–8 employees, • Limited visitor frequency (anticipated to be a few per month), and • Minimal delivery overlap. The reduced parking supply avoids overbuilding unnecessary impervious surface while still providing ample capacity for peak conditions, including occasional full staff meetings or inspections. Based on the anticipated number of employees and visitors, expected peak demand is 8-12 spaces. The 19 spaces proposed are 150%-200% of the actual parking need. i) Impact on Septic System and Well The project will connect to municipal utilities where available. No adverse impacts to septic systems or wells are anticipated. j) Environmental Impacts and Mitigation Measures The subject property is located within a Shoreland Overlay District, where minimizing impervious surface is a key environmental objective. The proposed reduction in parking spaces directly supports this goal by: • Reducing total impervious surface area on the site, • Limiting stormwater runoff volume and rate, and • Allowing for increased incorporation of green infrastructure. Planned environmental measures include: • Native landscaping, • Bioswales and stormwater management features, and • Preservation of existing wetland areas outside the development footprint. 106 Although permeable pavement is under consideration, the primary environmental benefit of this request is the reduction in overall paved area. k) BuƯering from Adjacent Properties Given the industrial context of the surrounding area and the distance to residential uses, impacts are inherently minimized. Additional buffering will be provided through: • Landscaping and native plantings, and • Site design that limits visual and operational impacts. l) Future Expansion Plans No immediate expansion is proposed beyond the current facility plan. Future expansion, if any, would be subject to separate review and approval by the City. m) Nature of Other Uses in the Neighborhood The surrounding area consists primarily of industrial and business park uses. The proposed use and site design are consistent with the character and intensity of development in the area. 107 Variance Narrative Lost Loon LLC Request to Exceed Impervious Surface Limit Request Summary The applicant is requesting a variance to allow an increase in impervious surface coverage from the maximum permitted 25% to approximately 29% within the Shoreland Overlay District for the proposed Lost Loon cannabis cultivation facility. Typical Industrial-Zoned properties allow up to 70% impervious coverage. The proposed site plan reflects a reduction from approximately 36% impervious surface in the initial concept design to 28.9%, achieved through significant design modifications, including a reduction in parking and reconfiguration of site circulation. The requested variance represents the minimum necessary deviation to accommodate a functional, code-compliant industrial facility while incorporating environmental protections and minimizing site impacts to the greatest extent practicable. Variance Criteria a) Practical Difficulties Practical difficulties exist in complying with the 25% impervious surface limitation due to the physical and regulatory constraints affecting the property. These include: ● Typical Industrial-Zoned properties are developed with up to 70% impervious coverage to provide functional and economically viable operations. The proposed layout is under 30% impervious and per city code would require additional parking stalls (See Interim Use Application for parking reduction request). This is most restrictive practical difficulty. It should be noted the amount of open space being preserved with the proposed layout and the similar size of the building in relation to adjacent properties. ● Clay soil conditions, which constrain stormwater infiltration options and influence site design and grading requirements. Pervious Pavement, for example would not be feasible to infiltrate into the soils. ● Operational requirements of a secure indoor cannabis cultivation facility, including: 108 o a controlled building footprint necessary for environmental systems and compliance, and o required access, loading, and circulation areas for safe and functional operation These factors collectively create a situation where development proves challenging to meet all stated requirements. The applicant is going above and beyond in other environmentally related areas than the simple impervious percentage calculation and requests consideration on the whole of these efforts. The requested variance is driven by the physical limitations of the site and the functional requirements of the use. b) Unique Conditions of the Parcel The conditions supporting this variance are unique to the subject property and were not created by the applicant. These include: ● The property is the last remaining undeveloped parcel within an otherwise fully developed Business Park district and has been vacant for decades, potentially due to the unique conditions of this Overlay District. ● The site is subject to overlapping regulatory constraints, including: o Shoreland Overlay District requirements o Wetland presence and associated protections o Minimum parking requirements as per the City code ● The combination of these factors results in a limited, irregular, and paradoxical buildable area compared to other parcels in the district ● Surrounding properties were developed under different conditions and are not subject to the same combination of constraints, and all far exceed 30% impervious surface coverage These characteristics are inherent to the parcel and create conditions that are not typical of other properties in the vicinity. c) Essential Character of the Locality Granting the variance will not alter the essential character of the locality. The surrounding area is characterized by: ● Industrial and business park uses ● Similar building scales and site layouts ● Developments with impervious surface coverage that regularly exceed the proposed 30% 109 The proposed project is consistent with these patterns and represents a lower-intensity use in terms of traffic and activity, as it: ● does not include retail or customer-facing components ● has a small number of employees on-site at any given time ● generates minimal daily traffic Accordingly, the proposed development will remain fully compatible with the surrounding area and will not introduce impacts inconsistent with the established character of the district. d) Harmony with the General Purpose and Intent of the Ordinance The purpose of the Shoreland Overlay District includes the protection of water resources through the limitation of impervious surfaces and the management of stormwater runoff. Although the proposed impervious surface coverage slightly exceeds the numerical standard, the project is designed to advance the underlying intent of the ordinance through multiple measures. These include: ● Significant reduction of impervious surface from the initial concept (from approximately 36% to 30%) ● Reduction in parking supply from that required by City code by 50% through an Interim Use Permit, avoiding unnecessary paved area ● Efficient site layout, including relocation of loading and circulation areas to minimize excess paving ● Preservation of wetland areas on the site and dedication of wetland buffers in accordance with City of Corcoran and Elm Creek Watershed rules. ● The proposed improvements are designed responsibly (in size and location) as to provide larger than required buffer and setbacks to further protect the natural resources as the intent of this ordinance. ● Planned incorporation of: o native landscaping o bioswales and stormwater management features o water-conscious design strategies Additionally, the applicant is pursuing LEED certification and integrating sustainability- focused design principles into the project. Taken together, these measures demonstrate that the project is consistent with and actively supports the environmental goals of the Shoreland Overlay District, even with a modest deviation from the strict impervious surface limit. 110 e) Consistency with the Comprehensive Plan The proposed variance and development are consistent with the goals of the City’s Comprehensive Plan, including: ● Supporting orderly and efficient development within designated business and industrial districts ● Encouraging economic development and job creation in appropriate zoning districts ● Promoting environmentally responsible land use practices, including stormwater management and resource protection The project represents an appropriate use of a fully planned business park parcel and incorporates sustainable design strategies aligned with the City’s long-term planning objectives. f) Conditions The applicant acknowledges that the City may impose reasonable conditions on the variance to address potential impacts. The applicant is willing to comply with conditions related to: ● stormwater management ● landscaping and buffering ● environmental protection measures as deemed appropriate by City staff and decision-makers. Conclusion The requested variance to allow approximately 30% impervious surface coverage is justified based on: ● the practical difficulties created by site constraints and operational requirements, ● the unique conditions of the parcel, ● the compatibility of the proposed use with the surrounding industrial context ● the project’s alignment with the intent of the Watershed Overlay District and Comprehensive Plan. The applicant has made substantial efforts to minimize impervious surface to the greatest extent practicable, including a significant reduction from the initial design and a right-sized parking approach. The requested variance represents a reasonable and limited adjustment that enables development of the site while maintaining strong environmental and planning outcomes. 111 Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Ben Otto, PE Project: Lost Loon Cannabis Site Plan Review Date: June 8, 2026 Exhibits: This Memorandum is based on a review of the Site Plan documents for the Lost Loon Cannabis site with the following documents. a. Site Plan – Lost Loon cultivation Facility by Alliant – dated May 19, 2026 b. Stormwater Management Hydrologic and Hydraulic Study by Aliant – dated May 19, 2026 Comments: General: 1. A comment response letter shall be provided with the resubmitted documents indicating how the specific comments have been addressed. 2. In addition to engineering comments, the proposed plans are subject to review for compliance with planning, zoning, and land-use requirements, and shall meet other applicable codes of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 3. Easements shall be provided over the stormwater BMP, access routes, BMP discharge lines and access route to the BMP. 4. Plans shall be signed by the engineer of record. Site Plan 1. On the site plan, the applicant is proposing to provide 19 stalls, one of which is proposed as an accessible parking space which is located adjacent to the facility entrance. 2. A note shall be added to the site plan indicating that for any restoration of Auger Ave, the contractor shall be responsible for matching the existing bituminous and aggregate section at a minimum. Stormwater 1. Current plans show that the City’s SWPPP and land disturbance permit requirements are triggered. However, plans show less than an acre of new impervious. Therefore, the City’s MS4 Permanent stormwater management is not required. 2. The applicant shall meet the applicable Elm Creek Watershed Management Commission requirements for the proposed improvements. 3. Peak rate control modeling reports were not attached. Please submit models showing existing and proposed flow rates for the 2-year,10-year, and 100-year storm event. The City will require documentation that no increase of flows is shown across the site. 4. The wetland buffer signage shall be shown on the development plans. 5. Redundant silt fence shall be required on the far west side of the development within 50’ of the wetland and creek edge. 112 June 2026 Lost Loon Cultivation Facility Kevin Mattson Page 2 of 2 6. The City recommends that RCP pipe be utilized for its longevity. 7. Provide sump in Storm MH-8 to mitigate energy from drop in structure. 8. Update Detail STO-18 with elevations for the OCS structure. 9. Seed mix for the buffer should be a mesic seed mix (BWSR 35-241 Mesic Prairie General Mix) or similar. The shortgrass prairie as proposed is better suited for drier soils than those found along the creek 10. A SWPPP has been provided however information in accordance with the Cities MS4 and NPDES CSW permit is missing. Please provide the following information in the SWPPP: o Total disturbance o Project owner contact information o Contractor contact information o Special or impaired waters information o SWPPP prepared by information and signees name o Inspection frequency and rainfall records. o Dewatering and Waste management notes 11. Show EOF locations of all low point areas such as top of curb. 12. Provide TRM detail and call out over EOF from NWL to toe of slope. Sanitary Sewer & Watermain 1. Include note on utility sheet that water service to be abandoned shall be sand filled if not removed entirely. 2. The water service should be shifted east near the drive aisle so it is not placed directly beneath landscaping trees. 3. Any sewer and water assessments for stubbing the utilities to the parcels should be addressed prior to connection and use of those stubs. 113 Page 1 of 1 MEMO Date: June 3, 2026 To: Community Development From: Public Safety Deputy Director Burns Re: City File 26-012 Lost Loon Site Plan, IUP, VAR A Public Safety plan review meeting was held on June 3, 2026, to review the submitted plans for Lost Loon Cultivation Facility. In attendance were the following: Fire Chief Farrens, Public Safety Deputy Director Burns, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Manager Pritchard, and Planner Klingbeil. The comments below are based on the materials submitted as of June 3, 2026. a. A turnaround that meets City standards is required in the parking lot if it exceeds 150’ in length from the right-of-way. This is true regardless of whether the building is sprinkled. b. If the building is sprinkled, the hose pull requirement is 300’. If the building is not sprinkled, the hose pull requirement is 150’ and a drive aisle (or ring road) is required around the building for access. c. A Knox box is required. 114 Sound Source Control Plan Narrative Lost Loon LLC Equipment Inventory and Decibel Ratings The Lost Loon facility will utilize packaged rooftop mechanical units (RTUs) for conditioning and ventilation of indoor grow rooms and other interior spaces. The proposed equipment will be supplied by CaptiveAire – refer to attached equipment submittals for initial selections and details, including decibel ratings on Page 7 of 14 and provided in the image below for reference. An emergency generator will be located at grade near the southeast corner of the building. A specific generator package has not yet been selected; however, it will be specified to be furnished with a sound enclosure. Vegetative screening will be installed between the generator and the public view. The generator will only operate during power outages and routine testing. Hours of Operation Hours of operation will vary depending on cultivation cycles and operational needs but will generally occur within standard business hours. Operations are not expected to generate significant off-hour activity beyond limited security presence and periodic monitoring. Acoustical Analysis The primary noise-generating equipment associated with the facility consists of packaged rooftop units and an emergency backup generator. The rooftop units are located near the center of the building roof and are separated from adjacent property lines by approximately 104 feet or greater. Given the distance to the property boundary, rooftop placement, planned parapet screening, and the relatively low sound ratings of the selected equipment, operational noise impacts are anticipated to diminish significantly before reaching adjacent properties. Routine facility operations are not expected to create objectionable noise conditions beyond the site boundaries. Rooftop Equipment Screening 115 A perimeter roof parapet is included to screen rooftop equipment. Please refer to the Architectural Plans for more details on screening. Vibration Isolation Vibration isolation for fans and compressors is integral to the RTU equipment package. Sound Barriers/Enclosures Please refer to Equipment Inventory section. Property Line Noise Projections Formal property-line noise modeling has not been completed for this preliminary equipment selection. However, the nearest rooftop unit is located approximately 104 feet from the closest property line. The combination of equipment setback, rooftop placement, parapet screening, and building massing is expected to substantially reduce sound levels at the property boundary. Final mechanical equipment selections will be specified to comply with applicable Minnesota noise standards. 116 Compliance with Local/State dBA Limits Minnesota Administrative Rules 7030.0040 Noise Standards dictate the sound level limits for specific lands uses. The Lost Loon site will be classified as Noise Area Classification (NAC) 3 for manufacturing. An image of the standard is provided below for reference. The decibel rating for the CaptiveAire RTUs is 70.1, which is less than the daytime limit of 75 for the NAC 3 land use. Based on the selected equipment sound ratings and site layout, compliance with Minnesota Rule 7030 is anticipated. Conclusion Based on the proposed mechanical equipment, building design, and operational characteristics of the facility, Lost Loon does not anticipate adverse noise impacts on adjacent properties. Noise- generating equipment will be screened and isolated where appropriate, rooftop units are located well within the site boundaries, and the emergency generator will be equipped with a sound- dampening enclosure and operated only during emergency conditions or routine testing. The facility is being designed to comply with applicable Minnesota noise regulations and City requirements. Lost Loon will continue to evaluate final equipment selections during the design process to ensure that operational noise remains compatible with surrounding land uses and consistent with applicable state and local standards. 117 Colorado HVAC REGION 124 PHONE: EMAIL: reg124@captiveaire.com FOR QUESTIONS, CALL THE EXHAUST FAN INFORMATION - JOB#8664207 3 4 FLOWER VEG 5 2 DU85HFA DU85HFA CAPTIVEAIRE CAPTIVEAIRE 1355 1550 0.500 0.500 1133 1220 TEAO-ECM TEAO-ECM 0.750 0.750 0.3100 0.3880 1 1 115 115 8.9 8.9 429 FPM 491 FPM 128 128 8.5 10 FAN UNIT NO TAG QTY FAN UNIT MODEL #MANUFACTURER CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS) SONES DOAS/RTU FAN SCHEDULE - JOB#8664207 1 2 FLOWER VEG 10 4 CAS-HVAC3-I.300-24-20T CAS-HVAC3-I.300-24-20T CAPTIVEAIRE CAPTIVEAIRE 24MF-3-RTU 24MF-3-RTU 5750 6000 0 0 5750 6000 2712 2712 1.000 1.000 10.00 10.00 3 3 460 460 54.3A 54.3A 60A 60A 85.8°F 85.8°F 76.0°F 76.0°F 75.0°F 80.0°F 62.4°F 69.6°F 46.2°F 56.7°F 46.2°F 56.7°F 46.2°F 56.7°F 48.8°F 59.5°F 47.4°F 57.7°F 255.8 MBH 255.6 MBH 179.7 MBH 152.4 MBH 18.2 18.2 7.9 7.9 65.4°F 70.0°F 59.4°F 67.3°F 121.3 MBH 86.2 MBH 129.6 MBH 129.6 MBH 66.4 LBS/HR 88.6 LBS/HR NATURAL NATURAL 300001 300001 243001 243001 41°F 40°F 7 IN. W.C. - 14 IN. W.C. 7 IN. W.C. - 14 IN. W.C. 572.7 572.7 1031 1031 7.2 7.2 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19 NOTES: 1. INVERTER SCROLL COMPRESSOR WITH INTEGRATED OIL SENSOR. DIGITAL OR STAGED SCROLL NOT AN APPROVED EQUAL 2. DIRECT DRIVE PLENUM BLOWER. BELT DRIVEN BLOWERS ARE NOT ACCEPTABLE 3. INTEGRATED MONITORING VIA CELLULAR CONNECTION BY MANUFACTURER 4. REFRIGERATION PRESSURE MONITORING ON HIGH AND LOW PRESSURE SIDE OF SYSTEM INCLUDED THROUGH DIGITAL INTERFACE 5. EC MOTOR CONDENSING FANS 6. ELECTRONIC EXPANSION VALVE. TXV NOT ACCEPTABLE 7. SUCTION LINE ACCUMULATOR 8. FACTORY COMMISSIONING WITH 5 YEAR PARTS WARRANTY, 25 YEAR WARRANTY ON STAINLESS STEEL HEAT EXCHANGER 9. AVERAGING INTAKE, EVAP AND DISCHARGE TEMPERATURE SENSORS (DISCHARGE SENSOR TO BE FACTORY MOUNTED WITHIN UNIT) 10. 2" EXTERIOR DUAL-WALL CONSTRUCTION W/ R-13 INSULATION-MINIMUM 20GA EXTERIOR W/ 14GA BASE 11. 81% EFFICIENT FURNACE, WITH MODULATING INDUCER TO MAINTAIN CONSTANT COMBUSTION EFFICIENCY ACROSS FIRING RANGE. 14:1 TURNDOWN WITH NG AND 12:1 TURNDOWN WITH LP 12. SUPPLY CFM MONITORING INTEGRAL TO UNIT WITH CFM MEASUREMENT INCLUDED THROUGH DIGITAL INTERFACE 13. FULLY MODULATING HOT GAS REHEAT 14. LOW AMBIENT COOLING OPERATION DOWN TO -20°F. OUTFITTED WITH HIGH OUTPUT CONDENSING FANS AND LOW AMBIENT REFRIGERANT CIRCUIT 15. HAIL GUARD FOR CONDENSING COIL 16. DOWN DISCHARGE/DOWN RETURN 17. MINIMUM ROOM AREA ASSUMED 7.2' SUPPLY DIFFUSER HEIGHT AND IS CALCULATED PER UL60335-2-40 4TH ED. VALUES BASED ON FACTORY CHARGE. ACTUAL SITE CHARGE MAY DIFFER. 18. COOLING LEAVING AIRE TEMP (UNIT) ACCOUNTS FOR SUPPLY BLOWER MOTOR HEAT GAINS 19. SCCR RATING OF 10kAMP FAN INFORMATION FAN UNIT NO TAG QTY DOAS/RTU MODEL #MANUFACTURER BLOWER TOTAL CFM MAX OUTSIDE AIR CFM RETURN AIR CFM WEIGHT (LBS) ESP ELECTRICAL INFORMATION HP PHASE VOLT MCA MOCP COOLING INFORMATION OUTSIDE AIR DB WB MIXED AIR DB WB LEAVING AIR (COIL) DB WB DP LEAVING AIR (UNIT) DB WB. CAPACITY TOTAL SENS. IEER ISMRE2 REHEAT INFORMATION DISCHARGE DB WB CAPACITY DESIRED MAX MOISTURE REMOVAL RATE GAS HEAT INFORMATION GAS TYPE INPUT BTUs OUTPUT BTUs TEMP RISE REQUIRED INPUT GAS PRESSURE A2L MINIMUM ROOM VOLUME ROOM AREA (FT2) AIRFLOW (CFM) HEIGHT (FT) NOTES CURB ASSEMBLIES 1 2 3 4 5 6 # 1 # 2 # 3 # 4 FLOWER VEG FLOWER VEG FLOWER VEG 4.3 4.3 122 LBS 196 LBS 24 LBS 24 LBS 24 LBS 24 LBS CURB CURB CURB CURB CURB CURB 59.500"W X 91.000"L X 18.000"H INSULATED. 59.500"W X 91.000"L X 36.000"H INSULATED. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 1" R4.3 FOIL FACED FIBERGLASS INSULATION. COMPLIES WITH UL/ULC,ASTM, & ASHRAE STANDARDS. NO ON FAN TAG R-VALUE WEIGHT ITEM SIZE FAN OPTIONS FAN UNIT NO TAG QTY DESCRIPTION 1 FLOW ER 10 CONTROL PANEL ENCLOSURE HEATER 100W - RECOMMENDED FOR WINTER DESIGN TEMPERATURES LESS THAN 0°F 10 RTU HEATED FURNACE CONDENSATE DRAIN KIT. REQUIRED FOR WINTER DESIGN TEMP OF 0 DEGREES F AND LOWER 10 INLET PRESSURE GAUGE, 0-35" 10 COOLING OVERRIDE 10 SINGLE POINT ELECTRICAL CONNECTION FOR RTU. 750VA TRANSFORMER USED. IF A NON-DCV PREWIRE CONTROLS THIS UNIT, THE #28, #47, "MA", OR "E2" PREWIRE OPTION MUST BE SELECTED. DOES NOT PROVIDE SUPPLY STARTER IN PREWIRE 10 CONSTRUCTION MODE - MODIFIES START-UP SETTINGS TO ALLOW TEMPERING A BUILDING STILL UNDER CONSTRUCTION 10 RTU BLOWER DOOR SWITCH 10 2" MERV 13 FILTERS FOR RTU3 (QTY. 4) 10 2" MERV 8 FILTERS FOR RTU3 (QTY. 4) 10 TOTAL CFM MONITORING 10 BLOWER STOP DELAY. ALLOWS RESIDUAL HEAT TO BE TRANSFERRED INTO THE SUPPLY AIR AFTER HEATING HAS STOPPED. FACTORY SET AT: 90 SECS FOR IBT, 30 SECS FOR DF 10 VFD FACTORY MOUNTED AND WIRED IN RTU COMMERCIAL CONTROL VESTIBULE 10 20 TON MODULATING COOLING OPTION, 460/480V. R454B REFRIGERANT, VARIABLE SPEED COMPRESSOR, ECM CONDENSING FANS 10 R454B LEAK DETECTOR OPTION FOR RTUS 10 HIGH TURNDOWN OPTION FOR PARAGON UNITS 10 MANIFOLD PRESSURE GAUGE, 0 TO 10" WC, 2 FURNACES 10 INTAKE FIRESTAT SET TO 135°F 10 FREEZESTAT 10 DISCHARGE FIRESTAT SET TO 240°F 10 AUXILIARY REHEAT - IBT 10 CASLINK BUILDING MONITORING SYSTEM - INTERNET OR CELLULAR CONNECTION REQUIRED 10 20 TON MODULATING REHEAT OPTION - SPACE DEWPOINT CONTROL - R454B 10 RTU3 CURB DUCT HANGER 10 24VAC FIRE INPUT 10 COMMERCIAL SMOKE DETECTOR/ALARM INTERLOCK - ALARM SUPPLIED BY OTHERS 10 SHIP LOOSE GAS STRAINER 1" 10 DDC IP BACNET REMOTE UNIT MONITORING 10 OCCUPIED SCHEDULING 10 RTU3 POWERED CONVENIENCE OUTLET (GFCI), 15 AMP 10 CLOGGED FILTER SWITCH - NOTIFICATION ON HMI 10 RTU 3 FIXED 100% RETURN AIR INTAKE CONTROL 10 RTU3 HAIL GUARD 10 VAV PACKAGE W/ MANUAL/DDC CONTROL (571 VFD INCLUDED) 10 LOAD REACTOR MOUNTED IN FAN 10 RTU3 DOWN RETURN - 100% RA 10 RTU3 DOWN DISCHARGE 10 EXTREME LOW AMBIENT COOLING OPERATION - DOWN TO -20F AMBIENT 10 5 YEAR ENTIRE UNIT PARTS WARRANTY, 10 YEAR ENTIRE UNIT PARTS WARRANTY WITH REMOTE MONITORING AND CAPTIVEAIRE SERVICE CONTRACT, 25 YEAR STAINLESS STEEL FURNACE PARTS WARRANTY (SEE ADDITIONAL DETAILS) 10 EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET FAN OPTIONS FAN UNIT NO TAG QTY DESCRIPTION 2 VEG 4 CONTROL PANEL ENCLOSURE HEATER 100W - RECOMMENDED FOR WINTER DESIGN TEMPERATURES LESS THAN 0°F 4 RTU HEATED FURNACE CONDENSATE DRAIN KIT. REQUIRED FOR WINTER DESIGN TEMP OF 0 DEGREES F AND LOWER 4 INLET PRESSURE GAUGE, 0-35" 4 COOLING OVERRIDE 4 SINGLE POINT ELECTRICAL CONNECTION FOR RTU. 750VA TRANSFORMER USED. IF A NON-DCV PREWIRE CONTROLS THIS UNIT, THE #28, #47, "MA", OR "E2" PREWIRE OPTION MUST BE SELECTED. DOES NOT PROVIDE SUPPLY STARTER IN PREWIRE 4 CONSTRUCTION MODE - MODIFIES START-UP SETTINGS TO ALLOW TEMPERING A BUILDING STILL UNDER CONSTRUCTION 4 RTU BLOWER DOOR SWITCH 4 2" MERV 13 FILTERS FOR RTU3 (QTY. 4) 4 2" MERV 8 FILTERS FOR RTU3 (QTY. 4) 4 TOTAL CFM MONITORING 4 BLOWER STOP DELAY. ALLOWS RESIDUAL HEAT TO BE TRANSFERRED INTO THE SUPPLY AIR AFTER HEATING HAS STOPPED. FACTORY SET AT: 90 SECS FOR IBT, 30 SECS FOR DF 4 VFD FACTORY MOUNTED AND WIRED IN RTU COMMERCIAL CONTROL VESTIBULE 4 20 TON MODULATING COOLING OPTION, 460/480V. R454B REFRIGERANT, VARIABLE SPEED COMPRESSOR, ECM CONDENSING FANS 4 R454B LEAK DETECTOR OPTION FOR RTUS 4 HIGH TURNDOWN OPTION FOR PARAGON UNITS 4 MANIFOLD PRESSURE GAUGE, 0 TO 10" WC, 2 FURNACES 4 INTAKE FIRESTAT SET TO 135°F 4 FREEZESTAT 4 DISCHARGE FIRESTAT SET TO 240°F 4 AUXILIARY REHEAT - IBT 4 CASLINK BUILDING MONITORING SYSTEM - INTERNET OR CELLULAR CONNECTION REQUIRED 4 20 TON MODULATING REHEAT OPTION - SPACE DEWPOINT CONTROL - R454B 4 RTU3 CURB DUCT HANGER 4 24VAC FIRE INPUT 4 COMMERCIAL SMOKE DETECTOR/ALARM INTERLOCK - ALARM SUPPLIED BY OTHERS 4 SHIP LOOSE GAS STRAINER 1" 4 DDC IP BACNET REMOTE UNIT MONITORING 4 OCCUPIED SCHEDULING 4 RTU3 POWERED CONVENIENCE OUTLET (GFCI), 15 AMP 4 CLOGGED FILTER SWITCH - NOTIFICATION ON HMI 4 RTU 3 FIXED 100% RETURN AIR INTAKE CONTROL 4 RTU3 HAIL GUARD 4 VAV PACKAGE W/ MANUAL/DDC CONTROL (571 VFD INCLUDED) 4 LOAD REACTOR MOUNTED IN FAN 4 RTU3 DOWN DISCHARGE 4 RTU3 DOWN RETURN - 100% RA 4 EXTREME LOW AMBIENT COOLING OPERATION - DOWN TO -20F AMBIENT 4 5 YEAR ENTIRE UNIT PARTS WARRANTY, 10 YEAR ENTIRE UNIT PARTS WARRANTY WITH REMOTE MONITORING AND CAPTIVEAIRE SERVICE CONTRACT, 25 YEAR STAINLESS STEEL FURNACE PARTS WARRANTY (SEE ADDITIONAL DETAILS) 4 EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET 3 FLOW ER 5 ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION 5 MOTORIZED I 19 BDD 120/240V 5 SCR-15 BIRD SCREEN 5 FULL CRATING FOR EXHAUST FANS 5 2 YEAR PARTS WARRANTY 4 VEG 2 ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION 2 MOTORIZED I 19 BDD 120/240V 2 SCR-15 BIRD SCREEN 2 FULL CRATING FOR EXHAUST FANS 2 2 YEAR PARTS WARRANTY SERVICE CLEARANCE 3 FT. SERVICE CLEARANCE AND CLEARANCE TO COMBUSTIBLES 3 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. SERVICE CLEARANCE 3 FT. SIZE 3 - 3 CONDENSERS SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 1 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 1/2" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 118 HMI SCHEDULE UNIT NUMBER HMI #HMI LOCATION TEMP AVERAGING MODBUS ADDRESS FAN #1 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #1 HMI #2 - SPACE AVERAGED 56 FAN #2 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #2 HMI #2 - SPACE AVERAGED 56 - THERMAL OVERLOAD PROTECTION (SINGLE PHASE). 20" 24 3/4" 31 7/8" 2" 14 7/8" 23" FEATURES: - INTERNAL WIRING. - VARIABLE SPEED CONTROL. - ROOF MOUNTED FANS. - UL705. - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS). TOP VIEW 31 7/8" 24 3/4" - NEMA 3R SAFETY DISCONNECT SWITCH. 30 1/2" (ROOF OPENING). 20 BACKDRAFT DAMPER INSTALLATION BACKDRAFT DAMPER. AIR FLOW FANS #3 (FLOWER), #4 (VEG) - DU85HFA EXHAUST FAN OPTIONS - ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION. - MOTORIZED I 19 BDD 120/240V. - SCR-15 BIRD SCREEN. - FULL CRATING FOR EXHAUST FANS. - 2 YEAR PARTS WARRANTY. 3" FLANGE. 20" 20" ROOF OPENING DIMENSIONS. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 2 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 3/4" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 119 GRAVITY VENT(S) - Job#8664207 1 2 SUPPLY SUPPLY 2.150 2.150 630 630 2.300 2.300 589 589 1355 1355 PART#. GRAVITY VENT TYPE THROAT AREA (SQFT) THROAT VELOCITY (FPM) FREE AREA (SQFT) FREE AREA VELOCITY (FPM) DESIGN CFM - STANDARD BIRD SCREEN. FEATURES: - ROOF/WALL MOUNTED FANS. 20" 24 3/4" 22" 2" 15 3/8" 27" CURB. CONSTRUCTION. 3" FLANGE. STEEL 20 GAUGE 14" 23.0" 23.0" 22" 22" DIMENSIONS. ROOF OPENING EXAMPLE: 7/12 PITCH = 30° SLOPE. FOR PITCHED ROOFS. PITCHED CURBS ARE AVAILABLE SPECIFY PITCH: 12" 0° 0" BACKDRAFT DAMPER INSTALLATION 22" (ROOF OPENING). BACKDRAFT DAMPER. MOTORIZED GRAVITY VENT #1 (FLOWER) #2 (VEG) - GVS15 - SUPPLY OPTIONS MOTORIZED BACK DRAFT DAMPER - WITH FLANGE, DAMPER IS 19" SQ., 2" DEEP, O.D. OF FLANGE IS 21" SQ. ACTUATOR IS 120/240V. 3" FLANGE. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB #5 (FLOWER) CRB23X14E CURB. 3" FLANGE. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB #6 (VEG) CRB23X14E CURB. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 3 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 3/4" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 120 99" 96 3/4" 45 5/8" 13 1/2" 6 1/4" 6 1/4" 23" 42 1/4" 5 5/8" 21 5/8" 44" 37 1/4" RETURN CUTOUT. DISCHARGE CUTOUT. 68 1/4" 52 3/4" 65 1/4" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 7 1/4" 7 1/2" 713 LBS 866 LBS 621 LBS512 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 23" x 39". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 45-5/8" x 13-1/2". CENTER OF MASS. ENTERING POWER. FAN #1 CAS-HVAC3-I.300-24MF-20T - HEATER (FLOWER) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 23" MINIMUM STRAIGHT DUCT PER AMCA* 91" 4 1/4" 18" 59 1/2" CURB OUTLINE 3 1/2" 2 1/2" 2 5/8" 17 1/2" 91"x59 1/2". 1" NPT GAS CONN.. 89 3/4" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. 18" 6" 91" 59 1/2" 15 5/8" 47 3/8" 42 15/16" 23 1/2" 16 7/8" 40 3/8" 9 5/8"12 5/8" 1 1/2" DUCT HANGER WIDTH, TYP. 99" 96 3/4" 45 5/8" 13 1/2" 6 1/4" 6 1/4" 23" 42 1/4" 5 5/8" 21 5/8" 44" 37 1/4" RETURN CUTOUT. DISCHARGE CUTOUT. 68 1/4" 52 3/4" 65 1/4" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 7 1/4" 7 1/2" 713 LBS 866 LBS 621 LBS512 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 23" x 39". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 45-5/8" x 13-1/2". CENTER OF MASS. ENTERING POWER. FAN #2 CAS-HVAC3-I.300-24MF-20T - HEATER (VEG) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 23" MINIMUM STRAIGHT DUCT PER AMCA* 91" 4 1/4" 36" 59 1/2" CURB OUTLINE 3 1/2" 2 1/2" 2 5/8" 17 1/2" 91"x59 1/2". 1" NPT GAS CONN.. 89 3/4" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. 36" 6" 91" 59 1/2" 15 5/8" 47 3/8" 42 15/16" 23 1/2" 16 7/8" 40 3/8" 9 5/8"12 5/8" 1 1/2" DUCT HANGER WIDTH, TYP. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 4 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 1/2" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 121 Job Name: Lost Loon Cannabis - Corcoran, MN Date: May 12, 2026 7:14 PM CAS-HVAC1-I.75-16Z-5T (#1) Dry Room Weight: 1179 lbs./83 curb RTU with Indirect Fired Heat and 16" Direct Drive Plenum Fan, 1 Furnace, Electronic Full Modulation, Constant 81% Efficiency, and 6:1 Max Turndown for NG, (5:1 Max Turndown for LP). Stainless Steel Burner and Heat Exchanger. S U P P LY M O T O R Model 186727/A01-ECM-60-480-16 • 3.400 HP, 3 Phs, 460 V, 60 Hz, 3.3 F LA, ODP- ECM (Op en Drip Proof Electronically Commutated Mo tor) S U P P LY P E R F O R M A N C E Supply Air:2250 CFM RPM:2412 Return Air:2250 CFM Outdoor Air:0 CFM Tip Speed:10103 ft/min BHP:1.9640 SP:2.160" w.g. (1.000" Ductwork Discharge ESP + 1.160" Opt.) Altitude:992 ft B L O W E R 16 Inch Plenum Fan for size 1 RTU. Motor integral to Wheel. Max RPM = 3000 T E M P E R A T U R E C O N T R O L Advanced Grow House Unit Option - Control Logic set points, sequence of operation, and unit options optimized for Grow House. A I R F L O W D I R E C T I O N Down Discharge - Air Flow Left -> Right C U R B & S U P P O R T S ROOF CURB - 41" Width, 71" Length, 14" Supply Height, Insulated. S U P P LY I N S T A L L AT I O N I N F O R M AT I O N Gas Pressure:7 in. w.c. - 14 in. w.c. Insurance Requirements:No Insurance Requirement (ANSI) Unit Voltage:3 phs 460 V 60Hz Unit Main Input 14.8 Amps MCA • 15 Amps MOP • 460 V • 14 AWG Wire Min. SCCR:10 kAmp A2L Min. Room Area / Airflow / Height: 198.2 ft2 • 357 CFM • 7.2 ft ** ** Minimum room area assumed 7.2' supply diffuser height and is calculated per UL60335-2-40 4th ed. Values based on factory charge. Actual site charge may differ. H E A T I N G S C H E D U L E Altitude:992 ft Winter Outdoor Air Dry Bulb Temp:-13.0°F Temp Rise:26.0°F Output BTU:60,750 BTU/Hr Input BTU:75,000 BTU/Hr Based Off:BTUs Actual Air Density Gas Type:Natural C O O L I N G S C H E D U L E Outdoor Air Dry Bulb Temp:85.8°F Outdoor Air Wet Bulb Temp:76.0°F Max Outdoor Air %:0% Mixed Air Dry Bulb Temp:65.0°F Mixed Air Wet Bulb Temp:55.4°F Mixed Air Dew Point:48.5°F Leaving Dry Bulb Temp:45.7°F Leaving Wet Bulb Temp:45.7°F Leaving Dew Point:45.8°F Moisture Removal Rate:7.2 Lb/Hr Total Capacity:55.8 MBH Sensible Capacity:47.1 MBH Latent Capacity:8.7 MBH Reheat Coil Capacity:53.0 MBH Reheat Coil Leaving Dry Bulb Temp:65.0°F Reheat Coil Leaving Wet Bulb Temp:54.1°F Reheat Coil Leaving Relative Humidity:50% IEER:17.9 ISMRE2:6.4 Generated for job # 8664207 122 C O N F I G U R E D O P T I O N S Control panel enclosure heater, includes 100w, 120v heater. Recommended for winter design temperature less than 0°F. Operates on PCB controls in IBT Single Modules or RTU Factory Assembled Heated Drain Kit for RTU. Required for Winter Design Temp of 0 degrees F and lower. Gas Pressure Gauge, 0-35", 2.5" Diameter, 1/4" Thread Size Gas Pressure Gauge, 0 to +10 Inches Wc., 2.5" Diameter, 1/8" Thread Size, Rear Thread Cooling Override Single Point Electrical Connection for RTU. QNTY 1 750va Transformer Used. If a Non- DCV Prewire controls this unit, the #28, #47, "MA", or "E2" Option Prewire must be selected. Do not provide supply starter in prewire. Unit will be shipped with construction mode ON. This is used to provide tempering for a building in construction. Activation is set to Intake, Tempering is set to Discharge, Mixing Box is set to 100% OA and HMI number is 1. RTU Blower Door Switch. Used to turn on DOOR INTERLOCK Schematic Layer. Does Not Include Door Switch. 2" Merv 13 Filters for Size 1 RTU. QTY 4, 16 x 16 x 2 Merv 13 Filters 2" Merv 8 Filters for Size 1 RTU. QTY 4, 16 x 16 x 2 Merv 8 Filters CFM monitoring for MUA units. Uses rivet nuts, 1/4" airflow tubing and push to connect fittings. Blower Delay Stop. Allows supply fan to run after the burner has shut off Factory set at 90 secs for indirect 30 secs for direct. RTU Size 1 Down Discharge Intake Firestat. Set to 135°F Freezestat Discharge Firestat. Set to 240°F Auxiliary Reheat - Uses back up heat (Indirect) as secondary reheat. CASLink building monitoring system communications module. Requires internet & field wired ethernet connection or 3G cellular service. Includes Rev 3 Comm Module, RJ45 to modbus converter, 3 FT cat5 cable, and 1 FT of shielded twisted pair. Size 1 RTU Curb Duct Hanger - Adjustable Duct Hanger Support Brackets installed for both return and discharge duct. Commercial Smoke Detector Interlock (Detector By Others) ECM Control for RTU MUA Board. Supply fan controlled by output signal from control board. Ship Loose Gas Strainer. To be installed upstream of unit connection. 3/4" Connection Remote IP BACnet monitoring for supply fans. Occupied Scheduling Defaulted for IBT/RTU. Clogged Filter Switch with Notification on HMI GFCI 15 amp Convenience Outlet For RTU1 Enclosure. 120V power supply by others. Includes receptacle, jbox & cover. 5 Ton Modulating Cooling Option, 460/480V. R454B Refrigerant, Variable Speed Inverter Duty Compressor, DL ECM Condensing Fan(s). RTU1 Accumulator Option. Includes the RTU3700 / A0027205 Accumulator. Includes layers needed for three phase ECM Fans. RTU Compressor Oil Sensor Factory Installed. M12 Style Connector. R454B Refrigerant Leak Detector Option. Includes 20% LFL sensor and harness. Low ambient cooling controls down to 0F ambient temperatures. To be used in recirculating applications. 5 Ton Cooling Only Modulating Reheat Option for Space Control - R454B Low ambient cooling controls down to -20F ambient temperatures. To be used in recirculating applications. RTU Size 1 Hail Guard for outdoor coil. Includes magnets and washers for installation. RTU 1 Fixed 100% Return Air Intake. RTU Size 1 Down Return - 100% RA Remote Room Sensor Option. Wall Mountable 10k Temp and Humidity Room Sensor Included. Generated for job # 8664207 123 C A S -H VA C 1 -I .7 5 -1 6 -5 T S O U N D (2 4 1 2 R P M ) AT 5 F T. I N O C TAV E S : 1 2 3 4 5 6 7 8 81.8 81.6 78.1 75.4 75.7 72.2 69.6 71.6 LWA:80.4 Sones:19.5 DBA:70.1 Note: Sound data across operational range. Tested in accordance to AHRI Standard 270/370. Generated for job # 8664207 124 DISCHARGE CUTOUT.21 1/4" 20 5/8" 14 7/16" 7 3/4" 75 7/16" 77 15/16" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 26 35 ENTERING POWER. 6 1/4"5 5/8" 319 LBS 380 LBS 261 LBS219 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 20-3/4" x 21-1/2". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 28" x 10". 3 1/2" 42 3/16" 44 11/16" CENTER OF MASS. FAN #5 CAS-HVAC1-I.75-16Z-5T - HEATER (DRY ROOM) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 20-3/4" MINIMUM STRAIGHT DUCT PER AMCA* 47 5/16" 12 1/4" 5 13/16" 71" 41" 14" CURB OUTLINE 41" X 71". 12" NPT SS GAS CONNECTION. 27 15/16" 10" 4 1/2" 4 11/16" RETURN CUTOUT. 2 1/4" 2 13/16" 63 1/8" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. CONDENSATE DRAIN. 125 Fan #5 Curb ROOF CURB - 41" Width, 71" Length, 14" Supply Height, Insulated. 14" 6" 30 1/4" 11 3/4"22 1/4" 21 5/8" 33 5/16" 11 11/16" 5 5/16" 27 9/16" 71" 41" 1 1/2" DUCT HANGER WIDTH, TYP. 126 SERVICE CLEARANCE 3 FT. SERVICE CLEARANCE AND CLEARANCE TO COMBUSTIBLES 3 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. SERVICE CLEARANCE 3 FT. SIZE 1 - 1 CONDENSER 12 7 A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 COMPONENT LISTLABEL DESCRIPTION J1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 J10 120V J30 120V J29 120V J9 120V 10 1 J15 10 1 J35 123456789 101112131415161718 J7 1234567 891011121314 J13 1234567 891011121314 J18 2 4 1 3 J34 2 4 1 3 J37 SW-01 BK 1 2 3 4 TH E R M I S T O R S TH E R M I S T O R S L + - PWS-02 N BL RD CO M M O N 0- 1 0 V I N 24 V D C J2 J3 J4 J5 J6 123456789 101112131415161718 123456789 101112131415161718 J31 123456789 101112131415161718J36 123456789 101112131415161718 J32 PR BR CNO LEGEND FIELD WIRING FACTORY WIRING BK- BLACK BL- BLUE BR- BROWN OR- ORANGE WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY PR- PURPLE RD- RED GR- GREEN PS-10 BK DMBK WH RD BL MT-01 GR FIRE I/P TRIPS UPON 120VAC BK HE-01 WH HE-02BK WH FBK HV PS W TH IN D V1 V2 S1G RL FSC-01 GY RDBKPR YWBR GY RD TR-03 120 24 VA-05 WH BK SH D BK RD HN PS-01C NO STP wire PK J17 PV-01J21WH BK FR-01 IG N I T O R GTO WIRE N2x H2x 8AI-4DI-2J28 1AI-3AI-2J14 1 8AI-1DI-1J12 1 8 C R BA S / S T A T G Y W J16 8 1 J11 8 1 OR HE-01 CABINET_HEATER PS-10 CLGGD_FILTER_SWITCH + +- N PWS-01 - L LED2 RDBK DS-02 N HB ELEC_DOOR_SWITCHDS-XX CAB_LED_STRIPLED-XX SUPPLY_MOTORMT-01 SW - 1 5 SW - 1 6 EC1+ EC 1 - PS-20 LIQUID_LINE_PRES SUCTION_LINE_PRESPS-21 DISCHARGE_LINE_PRESPS-22 (DX) SW-18 24 V A C ( O / P ) (I / P ) (DOOR) SW-19 24 V A C ( O / P ) (I / P ) H CB-01 N CIRCUIT_BREAKERCB-01 FSC-01 FLAME_SAFETY_CTLR FR-01 FLAME_ROD PV-XX FURNACE_POWER_VENT MOD-1 POWER_VENT_1 SN-06 SN-07 SN-08 SN-10 SUCTION_LINE LIQUID_LINE INDOOR_TOP COMP_DISCHARGE DRAIN_HEATERHE-02 SUPPLY HG-01 EEV-01 CMT-01 RD EC1+ EC1- L1 L2 L3 E124VD1T NO JUMP CMT-XX CONDENSING_MTR DISCH/HIGH_LIMIT OUTDOOR RETURN INTAKE SN-04 SN-03 SN-02 SN-01 J33 RC-01 BK WH P1P2 +- H N MODBUS J38 3 1 BP 120V BC HMI J2 H N BP RD BC BL BK WH 24V (40VA) 120V 2 ON 1 3 4 MUA Board SW-01 DISCONNECT_SWITCH REFR_LOW_PRES_SWSW-15 REFR_HIGH_PRES_SWSW-16 VA-05 MOD_GAS_VALVE HG-01 REHEAT_VALVE_1 S2 1 ON PROG CAT-5 SCADA +/24V -/GND CM+ CM- J2 SPACE HMI SCADA_COMM_MODULESCADA L3 L2 L1 W V U VFD-02 Pwr+ Pwr- +-GN D RS485Field Ethernet Protocessor BP BC DDC-1 BACnet DB-01 L1 L2 L3 DISTRIBUTION_BLOCKDB-01 L1 L2 L3 VFD-02 COMP_VFD 616869 DB-01 L1 L2 L3 L1 L2 L3 CP-01 T3 T2 T1 GR 6861 69 6861 69 RD BK WH BK BK BK BK BK BK E1T RD BK SHIELDEDWIRE PWM- PWM+ L1 L2 L3 DB - 0 1 L1 L2 L3 EEV-01 ELEC_EXP_VALVE_1 WHBK GR RD WH BK GRRD OR TR - 0 1 CTRL_TRANSFMRTR-01 MOD_VALVE_TRFMR_1TR-03 LOCAL TEMP_SENSORSN-XX BK HE-03 NWH HB - +- N PWS-01 - L LED2 RDBK DS-02DS-02 N HB DS-03 TR-05 GR HUM-3 CO M / 3 / - VO U T / 1 / O VI N / 2 / + HUM-4 VI N / 2 / + VO U T / 1 / O CO M / 3 / - BK RD SH D BK RD SH D BK BK BL BL 15A MAX SEPARATE 120VPOWER REQ ABCSH I E L D E D WI R E ROLL_OUT_1-1SW-03 BR BL GR BK SHIELDED WIRE CAB_LED_STRIPLED-XX ELEC_DOOR_SWITCHDS-XX PS-01 VENT_PROVING_1 ROLL_OUT_1-2SW-13 CRANKCASE_HEATERHE-03 SW-18 DX_FLOAT_SWITCH SW-19 DOOR_SWITCH BOARD_POWER_TRFMRTR-05 CONV_OUTLETRC-01 HUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SEN RETURN DISCH F3/F9/E4/D9 F4E9D9 I8 E5 H7 H8 B6 F8 F8 F9 F9 F8 I4/I5/I6/I7 E8 B3 D4 C1 B2 F1 D3 E7 F5 F5 A3/I8 G2 B4 G9/H10 G7 C7 B3 F6 F6 F6 E3 F9 F9 G3 B4 INTAKE_AVG SN-01 SN-09 INDOOR_BOTTOM NOT REQIF SPACESENSOR ISWIRED WIREDANT ON 1 2 3 4 5 6 7 8 0-10VDC OutputRH SENSOR VA-01 PRYW YW MAIN-1 LA-01 EX-LOWAMBIENTSOLENOID PR GY G8EX_LOW_AMBIENT_SOLENOIDLA-01 HE BK GR BK WHHE-10 B6ACCUMULATOR_HEATERHE-10 A RJ C - 1 BC L3 L2 L1 BK BK BK BK BK556 INDOOR_TOP SN-08 AL GR LIQUIDLINE 24 VCO M VO U T LINESUCTIONDISCHARGELINEPS-22 PS-21 PS-20 VO U T CO M 24 V VO U T CO M 24 V 24 V D C 0- 1 0 V I N CO M M O N HUM-1 HUM-2 CO M M O N 0- 1 0 V I N 24 V D C VI N / 2 / + VO U T / 1 / O CO M / 3 / - VI N / 2 / + VO U T / 4 / O CO M / 5 / - BKRD SH D HUM-2 +/7 -/8 INTAKE SPACE SPACE DWYER ROOM SENSOR ONLY HMI J3LOCAL RD BK BK WH 1 ON DDC PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD VOUT IOUT YW/GRor or orWHRD BR BLBKororWHRD BR BLororWHRD YWororJUMP OIL_SENSORSEN-1 F5 OIL SENSOR SE N - 1 VOUT COM 24V BR BP24VBPBK BL WH DUNLI-YWZIEHL-RD CO M / 3 / - VO U T / 1 / O VI N / 2 / + VO U T / 1 / O CO M / 3 / - 123456789 101112131415161718 J8 VA-01 MAIN_GAS_VALVE E7 PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD J5HMI SN-11 SLT SN-11 SW - 0 3 BL BL SW - 1 3 BR BR SW - 0 4 SW - 1 1 FURN_HIGH_TEMP_1-2SW-11 F8 F8SW-04 FURN_HIGH_TEMP_1-1 2 ON 1 Mod GV 23 4 15 LD LEAK_DETECTORLD F5 LD BP C NO LDLEAK DETECTORCONTACTS RD HUM-4 +/7 -/8 RETURN 3 J251 C-+ DDC SH I E L D E D WI R E OR D124V AL 1 AL 2 6869BP MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY RD YW PWM- PWM+ BK GN YW/GN YW/ MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY COMPRESSOR_1CP-01 C1 DWYER ROOM SENSOR ONLYVOUT IOUT MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 3 4 5 6 7 8 DWYER ROOM SENSOR ONLYVOUT IOUT ONONONONONONONONON ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F ON 1 2 ON 1 2 ON 1 2 ON 1 2 ONONON ON ON OF F ONON OF F OF F OF F OF F OF F OF F ON OF F OF F OF F OF F OF F ON RD BK RD BK SH D RD BK SHD SHD BL RD SD-01 24 V A C IN P U T CO M M O N 24 V A C 109818 RDBL SD 1 SD 2 SD 3 SD 4 -24V NO COMALARM FI E L D S U P P L Y A N D IN S T A L L E O L R E S I S T O R 161617 20COMNCNOTESTALARM24VRESET WH BK OUTDOOR:1.21HP-380-480V-3P-1.6FLAOUTDOOR PART:196056SUPPLY: 3.4HP-460V-3P-3.3FLA MOTOR INFO COMP:VZH028CGCOMP MOTOR: 380-480V-3P-7.2RLACOMP VFD PART:134N4262 ELECTRICAL INFORMATIONMOTOR/CTRL CIRCUIT MCA: 14.8AMOTOR/CTRL CIRCUIT MOP: 15A DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE MUA BOARD (DETAILS TO FOLLOW) 8664207 Lost Loon Canna... FACTORY AUTO 5/12/2026 HW8664207-5 12 8 SMV VFD PARAMETER SETTINGS IT MAY BE REQUIRED TO FULLY POWER DOWN THE DRIVE AND TURN BACK ON IN ORDER TO INITIATE NEW PARAMETER SETTINGS. **Min. and Max. Frequency Settings override all other Preset speeds/Parameters. Do not adjust these on the VFD. Min. and Max. Frequency should be adjust on the RTU HMI. TERMINAL FUNCTION 24+13 37 Pressure Switch In 1 Relay 1 to oil solenoid 2 69 T3 (98)Compressor 3 Phase Input or Single Phase Input 3 Phase Input Compressor Compressor 3 Phase Input or Single Phase Input T1 (96) T2 (97) L1 (91) L3 (93) L2 (92) 68 95 INPUT Ground 99 Compressor Ground Relay 1 to oil solenoid T1 T2 T3 61 P RS-485 N RS-485 COM RS-485 COMPRESSOR DRIVE PARAMETER SETTINGS MUST BE CONFIGURED BEFORE STARTUP A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 All external control wires to motor speed control should be 16-20 AWG shielded multi-conductor cables and must not be run in the same conduit or raceway with any high power wiring. Ground Shielded Cable at the drive chassis ONLY. PG. 11, 19, 23 OF THE DRIVE MANUAL DESCRIBES THE PROPER HANDLING OF THE VARIABLE FREQUENCY DRIVE. *NOTE: THE DEFAULT FOR THE DRIVE IS "225". L3(93) BK BK BKGR VZHVFD 2 616869 37 U V W Terminals CompressorTo BK BK BK SW-01From 95 GR 1321 SHIELDED BK RD WIRE L2(92)L1(91)T1(96)99T2(97)T3(98) VZH SERIES COMPRESSOR VFD P100 P150 P194 P410 P103 P107 P108 P167 (TB-30 OUTPUT) = 1 PASSWORD = 225 MODBUS ADDRESS = 21 ADJUST MANUALLY ON ALL DRIVES VFD MAX FREQUENCY (START SOURCE) = 01 00 (IF 120 OR 208 VAC) 01 IF(230, 480 OR 575VAC) (MOTOR FLA X 100) / REFERENCE BUILD SHEET COMPONENT LIST LABEL DESCRIPTION VFD-2 Compressor VFD PWS-01 24VDC Power Supply SW-01 Main Disconnect Sw LEGEND FIELD WIRING FACTORY WIRING BK- BLACK BL- BLUE BR- BROWN OR- ORANGE WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY PR- PURPLE RD- RED GR- GREEN RTU VFD SCHEMATIC *Must be programmed using software MODBUSJ38 3 1 *Changing 8-30 will reset 8-01 and 8-03 if programmed after 8-01 and 8-03 are set *Note: Not Suitable for Corner Grounded 3 Phase Input power P171 P108 - 1 0-60 1-71 3-16 3-41 3-42 4-18 8-01 8-03 8-04 8-30 8-31 8-32 8-33 225 10 SECONDS [0] NO FUNCTION 200.00s 200.00s [2] CTRL WORD ONLY 20 SECONDS [2] STOP [2] MODBUS RTU 1 19200 [0] EVEN PARITY, 1 STOP BIT 28-00 28-11 DISABLE 1440m 3-02 3-15 30 [0] NO FUNCTION 28-12 28-15(14) 28-17(16) 24h 100Hz (3000RPM) 140Hz (4200RPM) 8-43-2 8-43-3 10 10 8-43-4 8-43-5 8-43-6 8-43-7 8-43-8 8-43-9 13 13 14 14 33 10 10 13 13 14 14 33 33 IF 208V = 76(028), 92(035), 108(044) IF 480/575v = 76(028), 92(035), 115(044) 8-43-10 8-43-12 8-43-13 35 19 35 DRIVE OUTPUT RATING JUMPER REQUIREDFOR CDS302/303 VFD DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE MUA BOARD (DETAILS TO FOLLOW) 8664207 Lost Loon Canna... FACTORY AUTO 5/12/2026 RTUVFD8664207-5 OUTDOOR:1.21HP-380-480V-3P-1.6FLAOUTDOOR PART:196056SUPPLY: 3.4HP-460V-3P-3.3FLA MOTOR INFO COMP:VZH028CGCOMP MOTOR: 380-480V-3P-7.2RLACOMP VFD PART:134N4262 ELECTRICAL INFORMATIONMOTOR/CTRL CIRCUIT MCA: 14.8AMOTOR/CTRL CIRCUIT MOP: 15A 12 9 Installed Options NOTES SAFETY UNIT MAIN POWERFROM BUILDING BREAKERTO SAFETY DISCONNECT DISCONNECT RD - RED BL - BLUE WH - WHITE BK - BLACK OR - ORANGE BR - BROWN PK - PINK PR - PURPLE GY - GRAY GR - GREEN YW - YELLOW WIRE COLOR SPACE REHEAT CONTROL UNIT BOARD TO MAMAC SPACE SENSOR Responsibility Electrician UNIT BOARD SPACE SENSOR MUA J15 9 10 5 6 7 CONVENIENCE OUTLET SEPARATE 120V BREAKER 120V CONVENIENCE OUTLET H N CONVENIENCE OUTLET TO SEPARATE 120V Responsibility Electrician 120V HOT NEUTRAL CAS BACNET TO BACNET MASTER Responsibility Electrician CAS BACNET BACNET MASTER MASTER BACNET + - GND TO UNIT BOARD TO MAMAC SPACE SENSOR Responsibility Electrician UNIT BOARD SPACE SENSOR MUA J15 9 10 ST 24 VDC 0-10 VIN COM ST BREAKER TO PRIMARY DISCONNECT Responsibility Electrician BREAKERBREAKER DISCONNECT 460 VOLT BREAKER 3PH CONTROL POWER. DO NOT WIRE TO GFCI OR SHUNT TRIP ST ST L1L2L3GND L1 L2 L3 GROUND +-GND +/7-/8 VIN/2/+ VOUT/4/O COM/5/- +/7-/8 HUM-2 + - J15-(9) J15-(10) HUM-2 VIN COM OUTV J14-(5) J14-(6) J14-(7) SENSOR WIRES BACKTO IBT/MUA BOARDSENSOR WIRES BACKTO IBT/MUA BOARD 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Field Wiring MUA J14 ELECTRICAL CABINET TO SMOKE DETECTORResponsibility Electrician SMOKE DETECTOR SD2SD3 818 SD1 SD4 9 10 NOCOM 24V - SMOKE DETECTOR TO BUILDING ALARM Responsibility Electrician SMOKE DETECTOR 1617 6 1 NCNO COM EOL RESISTOR FIELD SUPPLIED AND INSTALLED 24V 20 RESET ALARM ALARM ALARM TEST TEST TO THEBUILDINGALARM BUILDING ALARM ELECTRICAL CABINET DRAWING NUMBER JOB MODELINST8664207-5 CAS-HVAC1-I.75-16-5T RTU Installation Wiring Lost Loon Cannabis - Corcoran, MN HMI SCHEDULE UNIT NUMBER HMI #HMI LOCATION TEMP AVERAGING MODBUS ADDRESS FAN #5 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #5 HMI #2 - SPACE AVERAGED 56 13 0 WARNING! Ensure that all the lifting equipment used is properly rated for the weight of the unit being lifted. Each of the lifting implements (chains, slings, or straps), hooks, and shackles used to lift the unit must be capable of supporting the entire weight of the unit. Each lifting point must use individual lifting implements. Lifting implements may not be of the same length. Adjust as necessary for even unit lift. Other lifting arrangements could cause equipment or property damage. Failure to follow the instructions above or properly lift the unit could result in dropping the unit. This can result in death or serious injury to the operator/technician. Rigging Spreader bars must be used and should extend past the edges of the equipment to avoid damage to the casing. Not using spreader bars may cause damage to the unit casing. Refer to Figure 3 for rigging details. WARNING: DO NOT LIFT UNIT BY THE INTAKE LOUVER, OR DOOR OPENINGS – USE ALL LIFTING POINTS PROVIDED WITH A SPREADER BAR OR SLINGS UNDER THE UNIT – USE CARE NOT TO DAMAGE COILS, SWITCHES OR PROTRUDING SHEET METAL COMPONENTS. • Units are supplied with multiple lifting points (eyes) on the bottom corners of the structural rails. • Always use spreader bars to prevent damage to the unit casing. • Test lift the unit approximately 2 feet to verify proper center of gravity lift point. To avoid dropping unit, re-position lifting point if unit is not level. Failure to properly lift unit could result in unit dropping and possibly crushing operator/technician, which could result in death or serious injury and possible equipment or property damage. Figure 3 - Rigging (Size 2 Unit Shown) 1. Spreader Bar 2. Lifting Points 3. Forklift Pockets 2 4. ERV Module 2 2 4 3 2 2 NOTE: For units without ERV, you must use at least four lifting point locations. For ERV units, at least 6 lifting points are required when raising the unit. 131 WET POND WITH FILTRATION BENCH AUGER AVE.(PUBLIC ROW) Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ C O V E R . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 1 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. Cover Sheet X Grading And Erosion Control Plan Photometric Plan PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X X X X X X X X 202 6 - 0 2 - 2 4 202 6 - 0 5 - 1 9 Survey Plan Site Plan Site Plan - 200' Aerial DEVELOPER Lost Loon, LLC 20120 Auger Ave Corcoran, MN 55340 Contact: Bradley & Jessica Avarden Email: brad@lostlooncannabis.com CONSULTANT Alliant Engineering, Inc. Marquette Avenue South, Suite 700 Minneapolis, MN 55402 Phone: 612.758.3080 Fax: 612.758.3099 ENGINEER Dan Sjoblom, PE License No. 54821 Email: dsjoblom@alliant-inc.com SURVEYOR Dan Ekrem License No. 57366 Email: dekrem@alliant-inc.com LANDSCAPE ARCHITECT John Gronhovd License No. 59233 Email: jgronhovd@alliant-inc.com VICINITY MAP Scale: 1"=1000' Lost Loon Cultivation Facility Corcoran, MN SITE PLAN REVIEW - CIVIL/SURVEY/LANDSCAPE CONTACT LIST 0 SCALE IN FEET 15 30 60 1 5 11 1 X 2 3 4 5 10 11 X X X X N N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Co v e r S h e e t 4000984 Utility Plan6 Details7-8 Landscape Plan9 Tree Canopy Plan SITE 132 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ=7 9 °1 3 '0 9 " C .B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 970 Sheet of JO B N O . DR A W N B Y : CH E C K E D B Y : SC A L E FI E L D C R E W : DA T E DE S C R I P T I O N FI E L D D A T E : CL I E N T DO C U M E N T PR O P E R T Y A D D R E S S www.alliant-inc.com Lot 2, Block 1, Jack and Cheryl Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Torrens Property PROPERTY DESCRIPTION LEGEND 1.This survey and the property description shown here on are based upon information found in the Certificate of Title prepared by the Registrar of Titles, in and for the County of Hennepin and State of Minnesota, certificate no. 1600773, dated January 29, 2026. 2.The basis of bearings is Hennepin County Coordinate System NAD83(86 adj.). 3.All distances are in feet. 4.The property has vehicular access to Auger Avenue, public right of way, via curb cuts. 5.The area of the above described property is 92,304 square feet or 2.119 acres. 6.Benchmarks: Top Nut of hydrant located in the southerly SE corner of the property has an elevation of 977.19 feet NAVD 88. 7.The location of public utilities on or serving the property are depicted based on GSOC Tickets, available city maps, records, and observed evidence locations. Lacking excavation, underground utilities may not be exact. Verify critical utilities prior to construction or design. NOTES I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dan Ekrem____________________________________________________________ Print Name ____________________________________________________________ Signature 02/24/2026 57366____________________________________________________________ Date License Number Know what's below. Call before you dig. R Dial 811 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ S u r v e y \ D r a w i n g s \ A L T A - E C O N . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 2 9 P M 20 1 2 0 A U G E R A V E CO R C O R A N , M N 5 5 3 4 0 1 1 40 0 0 9 8 4 CN , R S 02 / 1 0 / 2 0 2 6 LO S T L O O N C A N N A B I S BB , J T 1" = 2 0 ' DE EX I S T I N G C O N D I T I O N S ---- 0 SCALE IN FEET 10 20 40 N CERTIFICATION 133 S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ=7 9 °1 3 '0 9 " C.B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 WET POND WITH FILTRATION BENCH Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ S I T E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 4 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 3 5 0 SCALE IN FEET 10 20 40 3 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Si t e P l a n 4000984 3 SITE NOTES: SITE LEGEND: AREA SUMMARY 134 CURRENT APPROXIMATE IMPERVIOUS AREA: 26,996 SF (29.25% OF SITE) WET POND WITH FILTRATION BENCH Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ S I T E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 4 6 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 4 5 0 SCALE IN FEET 20 40 80 4 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Si t e P l a n - 2 0 0 ' A e r i a l 4000984 4 135 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 95 6 95 8 960 962 (PUBLIC ROW) FFE: 974.0 WET POND WITH FILTRATION BENCH NWL: 969.00 HWL: 971.17 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ G R A D I N G . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 5 8 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 5 5 0 SCALE IN FEET 20 40 5 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Gr a d i n g A n d E r o s i o n C o n t r o l P l a n 4000984 5 GRADING NOTES: EROSION CONTROL SCHEDULE: EROSION MAINTENANCE: QUANTITIES: LEGEND DRAINAGE CALCULATIONS: 136 WET POND WITH FILTRATION BENCH AUGER AVE. (PUBLIC ROW) Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ U T I L I T I E S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 0 6 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 6 5 0 SCALE IN FEET 20 40 80 6 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Ut i l i t y P l a n 4000984 6 LEGEND UTILITY NOTES: STORM SEWER SCHEDULE 137 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 LOST LOON, LLC Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ D E T A I L S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 1 9 P M Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 7 5 7 SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y De t a i l s 4000984 7 Dan Sjoblom, PE 54821 138 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 LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 8 5 8 SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y De t a i l s 4000984 8 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ D E T A I L S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 2 4 P M EXPANSION JOINT DETAIL NOT TO SCALE PEDESTRIAN CURB RAMP NOT TO SCALE ACCESSIBLE PARKING SIGN NOT TO SCALE 1.5" BITUMINOUS WEAR COURSE PER BRAUN GEOTECHNICAL REPORT MNDOT 2360 SPWEB240C MNDOT SPEC 2357 TACK COAT 1.5" BITUMINOUS BASE COURSE PER BRAUN GEOTECHNICAL REPORT MNDOT 2360 SPWEB240C 6" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 2" BITUMINOUS SURFACE COURSE MNDOT 2360 SPWEB440F MNDOT SPEC 2357 TACK COAT 2" BITUMINOUS BASE COURSE MNDOT 2360 SPWEB440F 8" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 APPROVED SUBGRADE APPROVED SUBGRADE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT 4" 4000 PSI CONCRETE PER MNDOT 2301 4" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 6" 4000 PSI CONCRETE PER MNDOT 2301 4" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 APPROVED SUBGRADE APPROVED SUBGRADE CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT NOTE: AN ADEQUATE NUMBER OF LONGITUDINAL AND TRANSVERSE CONTROL JOINTS SHOULD BE PLACED IN THE PAVEMENT IN ACCORDANCE WITH ACI AND OR AASHTO REQUIREMENTS. EXPANSION JOINTS MUST BE FULL DEPTH AND SHOULD BE USED TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE PAVED AREA. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTS PAVEMENT SECTIONS NOT TO SCALE STEEL TUBE CONCRETE BOLLARD NOT TO SCALE FINISHED GRADE (SURFACE VARIES) PAVED SURFACE (PAVEMENT TYPE VARIES) COMPACTED AGGREGATE BASE SIZE NO. 53 AT 95% PROCTOR DENSITY COMPACTED SUBGRADE 13 1 / 2 " 5" 8" 7" 12" CONCRETE CURB & GUTTER 6" R3" R3" 1/2" PER FT. R1 2" R 1 2 " 6"2" B612 CONCRETE CURB AND GUTTER OUTFALL NOT TO SCALE B612 CONCRETE CURB AND GUTTER MULCH AT SOD DETAIL NOT TO SCALE MULCH AT SIDEWALK DETAIL NOT TO SCALE SHRUB PLANTING NOT TO SCALE 3 X DIA. OF ROOT BALL TREE PLANTING NOT TO SCALE 2" M I N . 4" T Y P . 2 " M I N . 4 " T Y P . 139 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ =7 9 °1 3 '0 9 " C.B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 FFE: 974.0 4 - GC 4 - FNH 5 - GC 5 - GC 3 - AGM 6 - CA 4 - FNH 5 - GC 3 - FH 1 - AGM 2 - CA 3 - GC 3 - TA 3 - DPB 9 - BF 3 - RB 1 - BO 7 - GGD 8 - GLS DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, TYP. 2.5' MAINTENANCE STRIP 4"-6" RIVER ROCK OVER FILTER FABRIC, TYP. POLY EDGING, TYP. 4"-6" RIVER ROCK OVER FILTER FABRIC, TYP. 24-36" HT. GRANITE FIELDSTONE BOULDERS DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, TYP. TRANSFORMER & GENERATOR, SEE SITE PLAN POLY EDGING, TYP. STORMWATER SEED MIX, SEE NOTES SHORT PRAIRIE SEED MIX, SEE NOTES 10' D&U EASEMENT, SEE SURVEY EXISTING CANOPY EXISTING CANOPY EXISTING CANOPY SHORT PRAIRIE SEED MIX, SEE NOTES OVERSTORY TREES UNDERSTORY TREES CONIFEROUS TREES SHRUBS GRANITE BOULDERS (20"-36" FIELDSTONE BOULDERS) ROCK MULCH, SEE NOTES STORMWATER SEED MIX, SEE SEEDING NOTES SHORT PRAIRIE SEED MIX, SEE SEEDING NOTES Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ L A N D S C A P E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 4 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC JOHN GRONHOVD, PLA, ASLA 59233 JG SM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Landscape Architect under the laws of the State of MN. 9 5 0 SCALE IN FEET 10 20 40 9 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y La n d s c a p e P l a n 4000984 9 LANDSCAPE NOTES: 1.INSTALL 4" MIN TOP SOIL TO SEED AREAS. FINE GRADE ALL SEED AREAS. INSTALL 12" TOP SOIL TO SHRUB AND PERENNIAL AREAS. 2.STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. HAVE BOTH CITY AND OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 3.ALL SHRUB AREAS UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF NATURAL COLOR DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC. POLY-EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. WHERE SPECIFIED, RIVER ROCK TO BE 4"-6" SIZE OVER FILTER FABRIC, WITH COVERAGE OF FABRIC - FABRIC SHOULD NOT BE VISIBLE. 4.INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. DO NOT PILE MULCH AGAINST THE BASE OF A PLANT OR TREE TRUNK; PULL THE MULCH AWAY FROM THE BASE ONE TO TWO INCHES. 5.PLANT SOIL SHALL CONSIST OF 1:1:1, SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 6.COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF TWO YEARS BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 7.ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8.ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 9.CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 10.MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 11.COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 12.STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 13.SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 14.SUPPLY DESIGN AND INSTALLATION FOR IRRIGATION SYSTEM WITH 100% COVERAGE OF NEW LANDSCAPE AREAS. USE RAINBIRD OR APPROVED EQUAL WITH RAIN/FREEZE SHUT-OFF SENSOR. COORDINATE WITH G.C. AND WORK OF OTHER SECTIONS. 15.LANDSCAPE MATERIALS TO BE PLANTED AND PLACED IN ACCORDANCE WITH PLANTING DETAILS, SEE SHEET 8. LANDSCAPE REQUIREMENT: PER CORCORAN CITY CODE SECTION 1060.070 MINIMUM SIZE REQUIREMENTS: SHADE TREE (OVERSTORY): 2.5 INCH DIA. ORNAMENTAL TREES (UNDERSTORY): 1.5 INCH DIA. EVERGREEN TREES (OVERSTORY):4-6 FT. HT. TALL SHRUBS AND HEDGE MATERIALS (DECID. & CONIFER):3-4 FT. HT. LOW SHRUBS (DECIDUOUS):5 GAL. NUMBER OF PLANTINGS: -OVERSTORY: ONE PER 1,000 SF OF GROSS BUILDING FLOOR AREA OR ONE PER 50 LINEAL FEET OF SITE PERIMETER. -SHRUBS: ONE PER 300 SF OF GROSS BUILDING FLOOR AREA OR ONE PER 30 LINEAL FEET OF SITE PERIMETER. -UP TO 50% OF REQUIRED OVERSTORY TREES MAY BE SUBSTITUED WITH USE OF UNDERSTORY TREES. IN SUCH CASES 3 UNDERSTORY = 1 OVERSTORY. -IRRIGATION: UNDERGROUND IRRIGATION SHALL BE REQUIRED WHERE MUNICIPAL WATER IS AVAILABLE. -LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FOR 2 FULL YEARS FROM TIME PLANTING IS COMPLETED. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF GUARANTEE PERIOD OR REPLACED PER APPROVED PLAN. SECURITY SHALL BE PROVIDED. LANDSCAPE CALCULATIONS: GROSS BUILDING FLOOR AREA: 16,000 SF SITE PERIMETER: 1,206 LF TREES REQUIRED:24 TREES PROVIDED:24 SHRUBS REQUIRED:53 SHURBS PROVIDED:53 SEEDING NOTES: STORMWATER SEED MIX: BWSR 33-261 STORMWATER SOUTH & WEST. SEEDING RATE TO BE 44 LBS/ACRE (PURE LIVE SEED). SHORT PRAIRIE SEED MIX: SHOOTING STAR NATIVE SEEDS BASIC SHORT PRAIRIE MIX. SEEDING RATE TO BE 10 LBS/ACRE (PURE LIVE SEED). APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO-SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. SCHEDULE: LEGEND: 140 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) FFE: 974.0 PRESERVED TREE CANOPY TREE CANOPY IMPACT Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ T R E E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 5 9 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 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 LOST LOON, LLC JOHN GRONHOVD, PLA, ASLA 59233 JG SM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Landscape Architect under the laws of the State of MN. 10 5 0 SCALE IN FEET 10 20 40 10 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Tr e e C a n o p y P l a n 4000984 10 LEGEND: 141 C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N -CS- COVER SHEET 26 0 1 6 ABV ABOVE ACC ACCESSIBLE AFF ABOVE FINISHED FLOOR ALUM ALUMINUM APPROX APPROXIMATE BLKG BLOCKING BOT BOTTOM BOW BOTTOM OF WALL BPL BEARING PLATE CB CATCH BASIN CIP CAST-lN-PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CRS COURSE CT CERAMIC TILE DEMO DEMOLISH OR DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DW DISHWASHER EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EP ELECTRICAL PANEL EQ EQUAL ABBREVIATIONS ALL NECESSARY AND/OR REQUIRED TESTS, INSPECTIONS SHOP DRAWING REVIEWS AND DRAWING INTERPRETATIONS, REQUIRED BY THE GENERAL CONDITIONS, SHALL BE EXECUTED BY A REGISTERED ARCHITECT AND/OR BY A REGISTERED ENGINEER; IF NOT, THE ARCHITECT OF RECORD AND/ OR THE ENGINEER OF RECORD SHALL BE HELD HARMLESS FOR THAT PORTION OF THE WORK IMPROPERLY EXECUTED. THE INSPECTION ARCHITECT AND/OR ENGINEER SHALL BECOME RESPONSIBLE FOR THOSE INSPECTIONS, DECISIONS AND/OR DOCUMENT INTERPRETATIONS MADE AS THEY RELATE TO THE CONTRACT DOCUMENTS AND THEIR INTENT. • ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND MOST STRINGENT SHALL APPLY. • DIMENSIONS GIVEN FOR MASONRY ON ARCHITECTURAL DRAWINGS, ARE NOMINAL UNLESS OTHERWISE NOTED. • SCALED MEASUREMENTS OF DRAWINGS SHALL NOT BE ALLOWED. • DIMENSION FOR STUD WALLS ARE TO FACE OF STUD AND DIMENSIONS FOR MASONRY WALLS ARE TO FACE OF BLOCK UNLESS STATED OTHERWISE. GENERAL NOTES SITE LOCATION MAP PROJECT SUMMARY SHEET INDEX: FACILITY CONSULTANT MECHANICAL ENGINEER ELECTRICAL ENGINEER MATT BEST STUART WARE JOYWAVE CONSULTING OFFICE | 720.407.8500 MATT@JOYWAVECONSULTING.COM STUART@JOYWAVECONSULTING.COM JAMES THOMPSON JAMES.P.THOMPSON@IMEGCORP.COM ZACHARY ROSS ZACHARY.R.ROSS@IMEGCORP.COM IMEG | DESIGN ENGINEERS IMEG | DESIGN ENGINEERS DILLON.X.MOORE@IMEGCORP.COM JOHN GRONHOVD #59233 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 ARCHITECT MOMENTUM DESIGN GROUP BRIAN GADIENT #52490 2550 UNIVERSITY AVENUE WEST SUITE 160-S ST. PAUL, MN 55114 CELL | 612.290.6523 OFFICE | 952.583.9788 BRIAN@MDGARCHITECTS.COM OWNER LOST LOON CANNABIS JESS & BRAD AVARDEN 20120 AUGER AVENUE CORCORAN, MN 55340 OFFICE | 802.989.3778 JESSICA@LOSTLOONCANNABIS.COM CIVIL ENGINEER ALLIANT ENGINEERING INC DAN SJOBLOM #54821 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 CELL | 952.334.1316 OFFICE | 612.767.9370 DSJOBLOM@ALLIANT-INC.COM GENERAL CONTRACTOR DIVISION 6|10 RYAN PETERSON CELL | 952.412.6004 RYAN@DIVISION610.COM Lost Loon Cannabis City Submittal 20120 Auger Avenue, Corcoran, MN LANDSCAPE ARCHITECT ALLIANT ENGINEERING INC OFFICE | 763.7679353 JGRONHOVD@ALLIANT-INC.COM STRUCTURAL ENGINEER IMEG | DESIGN ENGINEERS DILLON MOORE EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF&E FURNITURE, FIXTURES AND EQUIPMENT FFEL FINISH FLOOR ELEVATION FH FIRE HYDRANT FND FOUNDATION FTG FOOTING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GYP GYPSUM HB HOSE BIBB HC HANDICAPPED HCWD HOLLOW CORE WOOD DOOR HDWR HARDWARE HM HOLLOW METAL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDED/INCLUDING INSUL INSULATION INT INTERIOR INV INVERT JST JOIST LAM LAMINATE LAV LAVATORY LH LEFT HAND LT LIGHT MAS MASONRY MAT MATERIAL MECH MECHANICAL MFR MANUFACTURER MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OHD OVERHEAD DOOR OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PAR PARALLEL PART PARTITION PC PRECAST PL PROPERTY LINE PLAM PLASTIC LAMINATE PNT PAINT PP POWER POLE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PVMT PAVEMENT QT QUARRY TILE R&S ROD AND SHELF RA RETURN AIR RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RF ROCK FACE RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RWL RAIN WATER LEADER SC SOLID CORE SCWD SOLID CORE WOOD DOOR SF SQUARE FEET/FOOT SHR SHOWER SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SSTL STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STRUCT STRUCTURAL T TREAD TO TOP OF TOC TOP OF CONCRETE TOS TOP OF SLAB TOW TOP OF WALL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VT VINYL TILE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING WC WATER CLOSET WD WOOD WDW WINDOW WH WATER HEATER WP WATERPROOFING WPM WATERPROOF MEMBRANE WWF WELDED WIRE FABRIC Architectural Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision A100 SITE PLAN 05/19/26 05/19/26 000 A101 FIRST FLOOR PLAN 05/19/26 05/19/26 000 A200 EXTERIOR ELEVATIONS 05/19/26 05/19/26 000 Civil Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision C1 CIVIL COVER SHEET 05/19/26 05/19/26 000 C2 SURVEY 05/19/26 05/19/26 000 C3 SITE PLAN 05/19/26 05/19/26 000 C4 SITE PLAN - 200' AERIAL 05/19/26 05/19/26 000 C5 GRADING AND EROSION CONTROL PLAN 05/19/26 05/19/26 000 C6 UTILITY PLAN 05/19/26 05/19/26 000 C7 DETAILS 05/19/26 05/19/26 000 C8 DETAILS 05/19/26 05/19/26 000 C9 LANDSCAPE PLAN 05/19/26 05/19/26 000 C10 TREE CANOPY PLAN 05/19/26 05/19/26 000 Electrical Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision E100A SITE PHOTOMETRICS PLAN 05/19/26 05/19/26 000 LOST LOON CANNABIS IS PROPOSING A 16,016 SQUARE FOOT CANNABIS CULTIVATION FACILITY DESIGNED TO SUPPORT EFFICIENT AND SECURE OPERATIONS WHILE INTEGRATING DURABLE CONSTRUCTION AND THOUGHTFUL SITE PLANNING. THE PROJECT FEATURES A SINGLE-STORY STRUCTURE CONSTRUCTED WITH PRECAST CONCRETE WALL PANELS, PROVIDING LONG-TERM STRUCTURAL INTEGRITY, ENHANCED ENVIRONMENTAL CONTROL, AND A CLEAN MODERN ARCHITECTURAL DESIGN SUITED FOR INDUSTRIAL CULTIVATION USE. THE FACILITY LAYOUT IS DESIGNED TO OPTIMIZE WORKFLOW, CULTIVATION EFFICIENCY, AND OPERATIONAL SECURITY, WITH DEDICATED AREAS FOR CULTIVATION, PROCESSING, STORAGE, ADMINISTRATION, AND SUPPORT FUNCTIONS. SITE DESIGN INCORPORATES CONTROLLED ACCESS, SERVICE EQUIPMENT CIRCULATION PLANNING, PARKING, LOADING AREAS, UTILITY COORDINATION, AND STORMWATER MANAGEMENT TO SUPPORT BOTH OPERATIONAL PERFORMANCE AND REGULATORY COMPLIANCE. SUSTAINABLE DESIGN PRACTICES ARE KEY CONSIDERATIONS FOR THE BUILDING AND SITE DESIGN INCLUDING A SOLAR PANEL ARRAY AND LOW HEIGHT NATIVE PLANTING THROUGHOUT THE SITE TO REDUCE WATER USAGE. THE EXTERIOR CONSTRUCTION OF THE FACILITY EMPHASIZES DURABILITY, LOW MAINTENANCE, AND ENERGY CONSCIOUS DESIGN WHILE CREATING A PROFESSIONAL APPEARANCE COMPATIBLE WITH SURROUNDING DEVELOPMENT. THE OVERALL PROJECT DELIVERS A HIGHLY FUNCTIONAL CULTIVATION ENVIRONMENT THAT BALANCES OPERATIONAL EFFICIENCY, SUSTAINABILITY CONSIDERATIONS, AND LONG-TERM ADAPTABILITY FOR THE EVOLVING CANNABIS INDUSTRY. 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 142 18' - 6" 26' - 0" 18' - 6" 9' - 0 " 18' - 0" EMERGENCY GENERATOR TRANSFORMER VEGETATIVE SCREENING; SEE LANDSCAPE PLAN MAIN ENTRANCE AND EGRESS EXTERIOR ACCESS TO ELECTRICAL ROOM OH RECEIVING DOOR 19 PARKING STALLS 50' - 0" 20' - 0" 20' - 0" 20' - 0" 2 0 ' - 0 " 50 FOOT SHORELINE SETBACK 20 ' - 0 " BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK PROPERTY LINE BU I L D I N G S E T B A C K PR O P E R T Y L I N E TWO (2) SIX YARD LOCKING DUMPSTERS EXTERIOR C02 TANK EXTERIOR STAIRS FOR ROOFTOP ACCESS 24 ' - 0 " 300 FOOT SHORELAND OVERLAY CONCRETE PAD ASPHALT PAVING 6 FOOT TALL CHAIN LINK SECURITY FENCE 6 FOOT TALL WOOD SCREEN TRASH ENCLOSURE CONCRETE STOOP FOR REAR EGRESS DOOR EV CHARGING STALL FIRE SPRINKLER ROOM AND MECHANICAL ROOM ACCESS FIRE DEPARTMENT CONNECTION KNOX BOX LOCATION AC C E S S A I S L E 9' - 0 " 9 ' - 0 " PROPERTY LINE PROPERTY LINE UNOBSTRUCTED EGRESS PATH TO PUBLIC WAY CONCRETE CURB AND GUTTER AT PERIMETER OF PARKING AND DRIVE SURFACE 5' - 0 " 3 2 ' - 8 " CONCRETE STOOP FOR REAR EGRESS DOOR PROPOSED BUILDING 16,016 SF PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN OVERFLOW ROOF DRAIN DISCHARGE PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN SOLAR PANEL ARRAY AREA STORM WATER POND; SEE CIVIL PLAN ROOF MEMBRANE OVER TAPERED ROOF INSULATION TO PRIMARY ROOF DRAIN AT 1/4" / FOOT ROOF ACCESS; GUARDS TO BE PROVIDED IN ACCORDANCE WITH IMC SECTION 304.11 AT ROOF EDGES WITHIN 10' OF ROOF ACCESS FIRE PERSONEL ACCESS FROM APPARATUS LOCATION R 300' - 0" FIRE APPARATUS ACCESS LOCATION TO 150 FEET FROM CURB CONCRETE BOLLARD FIRE LANE SIGN EXISTING FIRE HYDRANT AUGER AVENUE SITE ENTRY SITE LIGHTING 28' - 10" 100' - 0" 12 ' - 0 " 2 0 ' - 0 " 12' - 0" 128' - 0" 12' - 0" SITE LIGHTING SNOW REMOVAL COLLECTION TYPICAL GROW ROOM RTU RTU RTU RTU 4' - 0 " FINISHED CONCRETE CAP 6" DIA. CONCRETE FILLED STEEL BOLLARD; PAINTED SAFETY YELLOW EXPANSION MATERIAL AT PERIMETER FINISHED PAVING CONCRETE FOUNDATION UNDISTURBED EARTH 2' - 0" 3' - 6 " M I N . 5' - 0 " ADA PEDESTRIAN RAMP AS INDICATED ON SITE PLAN (MAX. SLOPE OF 1:12 AND MAX 30" RISE). (SEE PEDESTRIAN SIDEWALK RAMP DETAIL) 10' - 0" 5' - 0 " 1' - 8 " 6' - 0"5' - 0" PLACE SIGN 5' FROM FACE OF CURB CENTERED ON PARKING STALL, IF SPACE IS AVAILABLE (IF SPACE IS NOT AVAILABLE, 1' MIN. AND 8' MAX. DISTANCE FROM FACE OF CURB) MIN. 9' - 0" MIN. 9' - 0" RE F E R E N C E S I T E P L A N FU L L L E N G T H O F P A R K I N G S P A C E R E Q U I R E D B Y C I T Y INTERNATIONAL SYMBOL OF ACCESSIBILITY -PAINTED ON THE SURFACE OF THE PARKING STALL. PAVING STRIPES TO MARK THE ACCESS ISLE PAVING STRIPES TO MARK THE STALL WIDTH ACCESSIBLE SIGNAGE AT EACH ACCESSIBLE STALL, TYP. 1' - 0" METAL SIGN W/ WHITE BACKING, BLACK P INSIDE A RED CIRCLE WITH A BISECTING DIAGONAL LINE AND RED LETTERING FIRE LANE P NOTE: COMPLY WITH REQUIREMENTS OF MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2" DIAMETER GALVANIZED STEEL SIGN POST WITH BRACKETS AND CAPS FR O S T D E P T H 5' - 0 " B Y C O D E 1' - 6 " PARKING VERIFY AMOUNT OF FINE WITH BUILDING/ ZONING OFFICIALUP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE VEHICLE ID REQUIRED THIS SIGN NOT REQUIRED AT OUTDOOR PARKING SPACES ADDITIONAL TYP. SIGNAGE ACCESS AISLE NO PARKING SCALE 3/16" = 1'-0"4 SITE DETAILS - TYP. ADA PARKING STALL LAYOUT SCALE 3/4" = 1'-0"2 TYPICAL SITE SIGNAGE SCALE 1/2" = 1'-0"3 BOLLARD - CONCRETE FILLED C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A100 SITE PLAN 26 0 1 6 SCALE 1/16" = 1'-0"1 SITE PLAN PARKING STALL TYPE COUNT ACCESSIBLE 1 STANDARD 18 Total 19 CURRENT ZONING: I-1 LIGHT INDUSTRIAL 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 143 UP 2 A200 4 A200 1 A200 3 A200 29' - 6" 45 ' - 8 " 45 ' - 8 " 29' - 6"29' - 6" 1347 SF FLOWER 3 1347 SF FLOWER 2 1347 SF FLOWER 1 2317 SF MID-LATE VEG 378 SF MEP / RISER 56 SF IT CLOSET 134 SF OFFICE 56 SF SECURE VESTIBULE 84 SF SECURITY 291 SF BREAK AREA 186 SF LOCKER ROOM 186 SF LOCKER ROOM 191 SF SECURE STORAGE 421 SF SHIPPING / RECEIVING 390 SF DRY / CURE 915 SF IRRIGATION / PLANT WORK 740 SF TRIM PACKAGE 790 SF EARLY VEG 1347 SF FLOWER 5 1347 SF FLOWER 4 804 SF HALL 2 3 1 A FBCDE 10 4 ' - 0 " 154' - 0" NFPA 13 FIRE SPRINKLER SYSTEM INSTALLED THROUGHOUT BUILDING EXIT EXIT EXIT 50' - 8 3/4" 29' - 6"29' - 6"17' - 4" SCALE 1/8" = 1'-0"1 FIRST FLOOR PLAN C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A101 FIRST FLOOR PLAN 26 0 1 6 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 144 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" SITE LIGHTING LOCATION OF POSSIBLE EXTERIOR C02 TANK; BOLLARDS TO BE PROVIDED FOR ADDITIONAL PROTECTION ROOF ACCESS STAIRS EGRESS LIGHTING ABOVE DOOR CONCRETE BOLLARDS OVERHEAD GARAGE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" METAL WINDOW FRAME; 2% TOTAL GLAZING PRE FABRICATED METAL AWNING WITH WOOD TONE ALUMINUM SOFFIT WITH EGRESS LIGHTING BELOW PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED GAS METER LOCATION BUILDING ADDRESS LOCATION LOGO SIGNAGE ~ 14.75 SF EXTERIOR TRASH ENCLOSURE WITH TWO (2) SIX YARD LOCKING DUMPSTERS A200 5 PROPOSED GENERATOR LOCATION WITH SCREENING EGRESS LIGHTING ABOVE DOOR EGRESS LIGHTING ABOVE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" METAL CLERESTORY WINDOWS; 6.5% GLAZING EMERGENCY GENERATOR AND TRANSFORMER ; VEGETATIVE SCREENING TO BE PROVIDED 7' - 0 " 4 ' - 0 " 1 5 ' - 0 " SITE LIGHTING EGRESS LIGHTING ABOVE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" WALL PACK LIGHTING ABOVE EMERGENCY EGRESS DOOR PREFINISHED METAL COPING AT PERIMETER 1" REVEAL BAND AT PERIMETER 1" REVEAL BAND AT PERIMETER Roof Bearing 122' -6" T.O. Precast 126' -0" 14 " 54"40" 54 " PREFINISHED METAL BUILDING ADDRESS NUMBERS 1" IN DEPTH PREFINISHED METAL LOST LOON CANNABIS GRAPHIC LOGO; C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A200 EXTERIOR ELEVATIONS 26 0 1 6 1/8" = 1'-0" North 1/8" = 1'-0" East 1/8" = 1'-0" South 1/8" = 1'-0" West Vertical Textured LIght Grey Stained or Painted Precast Concrete Dark Grey Stained or Painted Precast Concrete Dark Green Stained or Painted Precast Concrete 1/4" = 1'-0" Signage Detail 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 View From Cul-de-Sac - No Visable RTU's 145 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.04 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.24 0.15 0.05 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 2.08 1.23 0.30 0.07 0.04 0.04 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.88 2.45 0.43 0.13 0.11 0.09 0.05 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 6.51 3.16 0.67 0.31 0.24 0.14 0.06 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.03 0.03 0.02 5.93 3.20 0.98 0.58 0.34 0.16 0.07 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.07 0.27 0.25 0.22 3.20 2.44 1.30 0.66 0.37 0.18 0.07 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.07 0.70 1.89 2.11 1.69 2.52 1.35 0.72 0.43 0.21 0.08 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.06 0.77 2.44 4.78 3.25 3.19 1.44 0.82 0.50 0.22 0.08 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.06 0.81 1.92 2.79 4.56 3.32 1.27 0.77 0.49 0.23 0.09 0.04 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.08 0.47 0.81 0.66 3.03 2.55 1.22 0.68 0.43 0.23 0.11 0.06 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.05 0.08 0.05 0.04 0.78 1.30 1.11 0.76 0.48 0.28 0.16 0.08 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.62 0.74 0.87 0.74 0.59 0.40 0.22 0.08 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.74 0.82 0.82 0.72 0.70 0.51 0.22 0.06 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.20 2.08 3.16 2.80 1.52 0.98 0.97 1.10 1.05 0.90 0.83 0.49 0.18 0.05 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.28 0.99 1.34 1.41 1.21 1.14 1.35 1.67 1.55 1.24 0.88 0.36 0.12 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.04 0.11 0.15 0.15 0.24 0.42 0.64 0.75 0.01 1.40 0.67 0.46 0.21 0.09 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.03 0.05 0.06 0.08 0.12 0.18 0.25 0.22 0.14 0.07 0.05 0.03 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.04 0.06 0.09 0.07 0.05 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 P1/+20'P1 P1/+20'P1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAW ING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2026 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 623 26TH AVENUE ROCK ISLAND, IL 61201 P: 309.788.0673 F: 309.786.5967 www.imegcorp.com KEY PLAN AGENCY APPROVAL REVISIONS PROFESSIONAL SEAL CONSULTANT No.Date Revision / Issue DISCLAIMER SHEET INFORMATION Date Project # Drawn Checked Approved SHEET TITLE SCALE Scale: SHEET NUMBER Issue PRELIMINARY NOT FOR CONSTRUCTION 1/16" = 1'-0" 5/ 1 5 / 2 0 2 6 9 : 2 8 : 1 5 A M LOST LOON CORCORAN, MINNESOTA LOST LOON CANNABIS FACILITY E100A SITE PHOTOMETRICS PLAN Approver Checker Author 26002542.00 05/19/2026 SITE PLAN SUBMITTAL LO S T L O O N C A N N A B I S F A C I L I T Y 26 0 0 2 5 4 2 . 0 0 N O R HT 1/16" = 1'-0"1 SITE PHOTOMETRIC PLAN LUMINAIRE SCHEDULE - SITE TAG DESCRIPTION OPTICS MTG DIMENSIONS LIGHT SOURCE DELIVERED LUMENS WATTS POWER SUPPLY MANUFACTURER - SERIES NOTES P1 POLE MOUNT FIXTURE WITH LINEAR DESIGN. EXTRUDED ALUMINUM HOUSING WITH NO VISIBLE WELDS. FRAMELESS TEMPERED GLASS LENS WITH DECORATIVE MASKING. FLUSH HANDHOLE. FINISH PROTECTED WITH PRIMAR. 20KV SURGE SUPPRESSOR. 20' ALUMINUM POLE. IP65 RATED. B1-U0-G2 TYPE IV WITH HOUSE SIDE SHIELD PL 43 3/4"L X 6 1/4"W X 4 1/8"H LED 6,599 lm 72 / FIX 277 0-10V HESS LN450-2-40K-DIM-UNV-T4-S-20-A-BC-MK-XX-HSS-TVSS20 OR PRE-APPROVED EQUAL W1 ROUND ARCHITECTURAL WALL MOUNT FIXTURE. DIE-CAST ALUMINUM HOUSING. CORROSION RESISTANT STAINLESS STEEL HARDWARE. DIFFUSED POLYCARBONATE VISUAL COMFORT LENS. IP66 RATED. B1-U0-G1 TYPE IV WL 16"L X 8"W X 2 5/8"H X 8"D LED 2,756 lm 28 / FIX 277 0-10V NLS-ORX-W-T4-16L-53-40K8-UNV-WM-XX-XX-XX-DPCL OR PRE-APPROVED EQUAL 146 LINEA 450 Pole Mounted Luminaire 1/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. DESCRIPTION The LINEA series features distinctly linear design qualities and exceptional versatility. Perceptively capturing today's minimal design philosophy, the reduced form is sure to retain its validity far into the future. It is available in three mounting heights in single or twin mounting configurations. The pedestrian-scale model is 15 feet, with intermediate and larger sizes at 20 and 26 feet, respectively, giving proper scale for a variety of applications. Units for bi-level mounting are available, where the street-side luminaire is mounted high and a second fixture is mounted on the sidewalk side at a lower height for pedestrian illumination. An LED illuminating bollard for low- level pathway illumination complements the family of products. CSA Listed for Wet Locations. ORDERING INFORMATION LUMINAIRE MODEL LED MODULE CCT CONTROL VOLTAGE OPTICS MOUNTING POLE HEIGHT POLE MATERIAL BASE COVER MOUNTING KIT FINISH OPTION LN450 Linea 450 1 1 Module 30K 3000K DIM 0-10v Dimming UNV 120-277v T2 Type II S Single 15 15' Straight Rectangular A Aluminum‡ (‡BAA & BABAA) BC Base Cover MK Mounting Kit (Anchor Bolts + Templates) BL Black 3PR 3-Pin NEMA Photocontrol Receptacle 2 2 Modules 40K 4000K T3 Type III D Twin XX Custom Height; Specify in Feet S Steel‡ (‡TAA) DB Dark Bronze 7PR 7-Pin NEMA Photocontrol Receptacle T4 Type IV DG Dark Grey GFCI GFCI Receptacle T5 Type V GG Graphite Grey HSS House Side Shield SG Silver Grey MS Motion Sensor Custom options are available; consult factory for assistance via phone at (864) 487-3535 ext. 258 or via email at DesignServices@EXP-Brands.com. CC Custom RAL Color TVSS20 20KV Surge Suppressor BANNER ARM ACCESSORY MODEL1 STYLE BANNER WIDTH BANNER LENGTH ORIENTATION2 HEIGHT TO TOP OF BANNER FINISH BA-LN Linea Banner Arm Set S Single Banner Arm Set 18 18 Inches 30 30 Inches 0 0° XX3 BL Black D Double Banner Arm Set 24 24 Inches 48 48 Inches 90 90° DB Dark Bronze 60 60 Inches 180 180° DG Dark Grey 72 72 Inches 270 270° GG Graphite Grey 1Set includes upper and lower breakaway banner arms. 2Orientation is relative to handhole position, which is located at 0°. See Plan View drawing on Page 5 for details. 3Specify, in inches, the desired height from the bottom of the pole to the top of the banner. Factory will determine mounting location of lower banner arm based on the banner length. SG Silver Grey CC Custom RAL Color 147 LINEA 450 Pole Mounted Luminaire 2/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. SPECIFICATIONS HOUSING Rectangular luminaire housing with integral fitter is extruded aluminum with no visible welds. Frameless tempered glass lens with decorative masking is hinged and secured in place with a single stainless steel quarter-turn fastener for tool-less access to the optical compartment. Lens seals to the housing with one-piece silicone gasketing when closed. Housing is fitted with stainless steel weather-tight strain relief bushing for the power cable exiting the rear of the housing. Luminaire mounts to tenon on pole and secured with four socket head cap screws on top of the housing. Luminaire is available in single or twin back-to-back mounting configurations. All hardware is stainless steel. OPTICS Optics include 2 individual LED modules. Each module consists of a field replaceable aluminum core PCB with four high-power LEDs and a single piece lens molded from optical quality acrylic. Light distributions include a choice of Type II, III, or IV optics. Luminaire emits zero uplight at 90 degrees horizontal and above and is suitable for use in all LEED lighting zones. Optional internal house side shield available on request. LED DELIVERED LUMEN OUTPUT / BUG RATING 1 Module: 36 Watts Type II - 3000K: 3397 lumens / B1-U0-G1 4000K: 3688 lumens / B1-U0-G1 Type III - 3000K: 3230 lumens / B1-U0-G1 4000K: 3507 lumens / B1-U0-G1 Type IV - 3000K: 3039 lumens / B1-U0-G1 4000K: 3300 lumens / B1-U0-G1 2 Modules: 72 Watts Type II - 3000K: 6794 lumens / B1-U0-G1 4000K: 7377 lumens / B2-U0-G1 Type III - 3000K: 6459 lumens / B2-U0-G1 4000K: 7013 lumens / B2-U0-G1 Type IV - 3000K: 6078 lumens / B1-U0-G1 4000K: 6599 lumens / B1-U0-G2 ELECTRICAL Electronic LED driver supplies 700mA drive current to LED modules with input voltage range from 120v through 277v at 50/60Hz. Power consumption is 72 watts. Optional 0-10v DC dimming is available on request. LUMINAIRE WEIGHT: 22 pounds LUMINAIRE EPA: 1.3 sq. ft POLE Aluminum: Straight rectangular pole is 6.3" x 3.9" nominal and manufactured from seamless 6061 aluminum tubing and heat treated to produce a T6 temper. Nominal wall thickness is 0.236". Sides of the shaft are flat with 1/8" radiussed corners. Flush mounted hand hole cover is plasma cut with kerf not to exceed 1/8'' and includes triangular tamper-resistant locking device. Two piece base cover is fabricated aluminum. Nominal pole height is 15'. Steel: Straight rectangular pole is 6.3" x 3.5" nominal and manufactured from cold drawn over mandrel, electric weld, mechanical steel tubing with nominal wall thickness of 0.197". Sides of shaft are flat with 1/2" radiussed corners. Pole shall show no seam along the shaft. Flush mounted hand hole cover is plasma cut with kerf not to exceed 1/8" and includes triangular tamper-resistant locking device. Pole is hot-dip galvanized with coating inside and out, then lightly sanded prior to painting. Two piece base cover is fabricated aluminum. Nominal pole height is 15'. FINISH Standard finishes are finely textured matte silver grey metallic, dark grey, graphite grey, matte black, or dark bronze. Special colors available on request. CERTIFICATION CSA Certified for Wet Locations INGRESS PROTECTION IP65 WARRANTY Limited product warranty period including LEDs is five years. Driver shall carry the manufacturer's limited warranty. 148 LINEA 450 Pole Mounted Luminaire 3/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. DIMENSIONS All dimensions are shown in inches unless otherwise noted. 149 LINEA 450 Pole Mounted Luminaire 4/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. MOUNTING DETAILS All dimensions are shown in inches unless otherwise noted. 11.8" 7.9" 3.6" (4) Anchor Bolts ø3/4" x 17" x 3" 11.8"7.9"6.3" 1.7" 0.9" 1.0" 3.2" Base Cover Grout by Others Concrete by Others Conduit by Others 150 LINEA 450 Pole Mounted Luminaire 5/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. ø1.5" 18" / 24" 21.5" / 27.5" ø2.0" FRANGIBLE ATTACHING FITTING WITH INTERNAL CAPTIVE SS AIRCRAFT CABLE 18" / 24" 21.5" / 27.5" NOTE: Frangible attachments for banner arms are designed to break at 60% to 70% of the rated load of the pole. UPPER BANNER ARM LOWER BANNER ARM TBD BREAK-AWAY COUPLING ON LOWER ARM 18" / 24" BANNER BANNER ARM DETAILS All dimensions are shown in inches unless otherwise noted. 180° Twin Luminaire Position (if selected) 270°90° 0° Access Door Standard Luminaire Position Linea Pole PLAN VIEW For banner arm orientation reference. 151 REV. 04.07.26 ARCHITECTURAL WALL MOUNT ORGANIX ORX-W FORM • Elegant Die-Cast Aluminum Housing • Corrosion Resistant Stainless Steel External Hardware • Sleek, Low Profile Housing • Spec Grade Performance • Engineered For Optimum Thermal Management FUNCTION • Micro Optics IES Distributions T2, T3, T4, T4FTW • 0-10V Dimming Drivers THD @ Max Load < 15% Power factor @ Max Load < 0.95 • Amber, 2700K, 3000K, 3500K, 4000K, or 5000K • 16L or 32L LED Configuration • CRI 70, 80, or 90 • 5 Mils Powder Coat • Up to 9,838 Lumens RELIABILITY • Silicone Micro Optics • 5 Year Standard Warranty • IP67 Optics • IP66 Fixture LED WATTAGE CHART Drive Current 16L 32L 400mA 18W (1576-2025 Lumens)43W (3366-4051 Lumens) 530mA 28W (2386-2839 Lumens)54W (5097-6134 Lumens) 700mA 37W (3366-3749 Lumens)72W (6731-8102 Lumens) 850mA 55W (3827-4553 Lumens)87W (8174-9838 Lumens) BUY AMERICAN To ensure the latest BAA/TAA/BABA Standards are being met, please select BAA, TAA, or BABA in the options section. Please contact the factory before placing an order for any NLS products requesting BAA (Buy American Act), TAA (Trade Agreement Act), or BABA (Build America, Buy America). 1 152 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com Project Name:Type: ORGANIX - WALL MOUNT ORDERING GUIDE Cat# Organix - Wall Mount(ORX-W) Mounting Wall Mount (WM) Light Dist. Type 2 (T2) Type 3 (T3) Type 4 (T4) Type 4 Forward Throw Wide (T4FTW) Color Bronze Textured(BRZ) White Textured(WHT) Smooth White Gloss (SWT) Silver Metallic(SVR) Black Textured(BLK) Smooth Black Gloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Green Textured(GRN) Hunter Green Textured(HGN) Custom(CS) # of LEDs 16(16L) 32 (32L) Controls Options Button Photocell (PC) Nema 7-Pin Receptacle (PE7) FSP-211 with MotionSensor/Photocell8’ and Below Heights (FSP211-8) 2, 10 9’-20’ Heights (FSP211-20) 2, 10 21’-40’ Heights (FSP211-40) 2, 10 Custom Controls Integration (CCI) 3 FSP Remote(FSIR) 11 Drive Current 400 mA(40) 530 mA (53) 700 mA (7) 850 mA (85) Options Lens Options Marine Grade Finish (MGF) House Side Shield (HSS) 9 Housing Extension(HE) 16 Emergency Battery 4W(EM4) 2 Emergency Battery 8W(EM8) 2 Buy American Act (BAA) 5 Trade Agreeement Act (TAA) 5 Build America Buy American (BABA) 5 Diffused Polycarbonate Visual Comfort Lens (DPCL) 13, 17 Clear TemperedGlass Lens(CTG) 13, 17 HAL Lens (HAL) 13, 14, 15, 17 Kelvin Amber 585-600nM(AMBER) 4, 5, 7, 8, 12 Amber LED Phosphor Converted (AMBER/PC) 5, 7, 8, 12 2700K, 70 CRI (27K7) 8 2700K, 80 CRI(27K8) 1, 8 3000K, 70 CRI(30K7) 8 3000K, 80 CRI (30K8) 1, 8 3500K, 80 CRI (35K8) 4000K, 70 CRI (40K7) 4000K, 80 CRI (40K8) 1 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 1 Volts 120-277(UNV) 1. Consult Factory for Lead Time. Consult Factory For 90 CRI Requests. 2. Universal Voltage 120-277 3. Please contact Factory for Custom Control Integration requests (nLight, NX, WaveLinx, Crestron, DMX/RDM, Synapse, Casambi, Dali II, Avi-On, or other control systems) 4. Turtle Safe 5. Consult factory for all BAA/TAA/BABA requests 6. Optional Lens Not Available 7. Consult Factory for Lead Time 8. 3000Korlower,withfixedmountingoptionsonly,must be selected to meet International Dark-Sky Association certification. 9. Not Available with Lens Options (VCA, VCS, DPCL, CTG) 10. FSP-211, 120V/277VAC (800W/1200W Max), 230-240VAC (300W Max), 50/60Hz Single Phase. Field/Site line voltage must be disclosed for project validation. 11. Projects with sensors require Qty. 1 FSIR per project 12. Not Available above 530mA 13. Not Available with Motion Sensor 14. HAL Lens: Yellow Polycarbonate Lens - less than 2% Blue Light Content 15. Contact Factory 16. Required for Conduit Entry 17. 700mA Max For Lens Options NOTES: 2153 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS Theinformationandspecificationsonthisdocumentaresubjecttochangewithoutanynotification.Allvaluesaredesign,nominal,typicalorproratedvalueswhen measured under internal and external laboratory conditions. ELECTRICAL • 120-277 Volts (UNV) • 0-10V dimming driver • Driver power factor at maximum load is ≥ .95, THD maximum load is 15% • LED Drivers Ambient Temp. Min is -40°C and Ambient Temp. Max ranges from 50°C to 55°C and, in some cases, even higher. Consult the factory for revalidation by providing the fixture catalog string before quoting and specifying it. • All drivers, controls, and sensors housed in enclosed IP65 compartment • CRI 70, 80 or 90 • Color temperatures: Amber, 2700K, 3000K, 3500K, 4000K, 5000K • Surge Protection: 20KVA supplied as standard. CONSTRUCTION • Die Cast Aluminum • Internal cooling fins • Corrosion resistant external hardware • One-piece silicone gasket ensures IP66 seal for electronics compartment OPTICS Silicone optics high thermal stability and light output provide higher powered LEDs with minimized lumen depreciation. UV stability with scratch resistance increases exterior application durability. Silicone optics do not yellow, crack or brittle over time. CONTROL OPTIONS • Button Type Photocell (PC) • Controls Agnostic: Please contact factory for your preferred controls option. (nLight, NX, WaveLinx, Crestron, DMX/RDM, Synapse, Casambi, DALI II, Avi-On, or other control systems) • FSP-211 w/Motion Sensor/Photocell (120/277VAC, 230-240VAC) (FSP-X) - Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • FSP-221 w/Motion Sensor/Photocell (100-347VAC, 208/230/480VAC) (FSP-HV-X) - Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re- programmable in the field. • FSIR-100 commissioning remote is required to change sensor settings. Please contact factory for ordering. OPTIONS • BIRD SPIKES (BS) - Offer an effective and humane deterrent for larger bird species and provide a cost-effective long-term solution to nuisance bird infestations and to protect your property. • MARINE GRADE FINISH (MGF) - A multi-step process creating a protective finishing coat against harsh environments. Chemically washed in a 5-stage cleaning system. Pre-baked, Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. Oven Baked. Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. • House Side Shield (HSS) is designed for full property line cutoff. FINISH • 3-5 mils electrostatic powder coat. • NLS Lighting standard high-quality finishes prevent corrosion, and protects against extreme environmental conditions. • 10 Standard Finishes, Custom Finish and Marine Grade Finish Available WARRANTY • Five-year limited warranty for drivers and LEDs. • Consult Factory for 7 or 10 year warranty LISTINGS • UL Listed in compliance with UL 1598, the Standard for Safety of Luminaires, including the applicable wet location requirements • Compliant with UL 8750 LED driver design and test safety standards • CSA C22.2 No. 250.0 • IP66 Rated Fixture • IP67 Rated Optics • IK10 Rated • Dark Sky Certified, 3000K or lower, with fixed mounting options only, must be selected to meet International Dark-Sky Association certification. BUY AMERICAN OPTION While all of the NLS Lighting products listed in this document qualify for the Buy America(n) Act of 1933, we reserve the right to change our listings without notice. The information provided above is for general informational purposes only. We encourage you to consult legal professionals for advice particular to your projects concerning BAA, TAA, BABA or Buy America. Additional NLS Products that meet BAA, TAA standards can be found at the following link: https://nlslighting.com/buy-american/ 3 3000Korlower,withfixedmountingoptions only, must be selected to meet International Dark-SkyAssociationcertification. 154 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 16.00 2.60 8.00 MODEL WIDTH HEIGHT DEPTH WEIGHT ORX-W 16”2.6”8”6 LBS Lumen Maintenance Data Ambient Tempera- ture Drive Current L90 Hours* L70 Hours** 30,000 Hours* 50,000 Hours* 60,00 Hours* 100,000 Hours** 25°C Up to 700mA 58,000 173,000 95.7%91.6%89.6%82.1% 850mA 48,000 143,000 94.3%89.5%87.2%78.5% *Reported extrapolations per IESNA TM-21 **Projected extrapolations per IESNA TM-21 2700K 70 CRI 3000K 70 CRI 3500K 80 CRI 4000K 70 CRI 5000K 70 CRIAMBER 585-600 nm LED KELVIN RANGE SCAN FOR INSTALLATION INSTRUCTIONS 4 Color Dominant or Peak Wavelength Range (nm) Minimum Maximum Amber 585 600 155 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS BUG RATING CHARTS BUG RATING CHART - STANDARD SILICONE MICRO OPTICS PART NUMBER T2 T3 T4 ORX-W-16L-40-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 BUG RATING CHART - PERFORMANCE SILICONE MICRO OPTICS PART NUMBER T4FTW T4FTW CTG ORX-W-16L-40-27K7 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-27K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-30K7 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-30K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-35K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-27K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-27K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-30K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-30K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-35K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-27K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-27K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-30K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-30K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-35K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-1-27K7 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-27K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-30K7 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-30K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-35K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-40K7 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-40K8 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-50K7 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-50K8 B1-U0-G3 B1-U0-G3 ORX-W-16L 9 156 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 11 FSP-20 FSP-40 FSP-211 • FSP-211(FSP-X)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • 120/277VAC, 230-240VAC • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. FSP-211 WITH MOTION SENSOR (FSP-XX) FSP-221 • FSP-221 (FSP-HV-X)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • 100-347VAC 208/230/480VAC • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. FSP-221 WITH MOTION SENSOR (FSP-HV-XX) FSP-8 • DIMMING CONTROL (FSP)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. CONTROL OPTIONS 157 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 12 An ANSI C136.41-2013 receptacle provides electrical and mechanical interconnection between photo control cell and luminaire. Dimming receptacle available two or four dimming contacts supports 0-10 VDC dimming methods or Digital Addressable Lighting Interface (DALI), providing reliable power interconnect. NEMA 7-PIN RECEPTACLE (PE7) Powder Coat Finish 3-5 mil Powder Coat Primer Layer 3-5 mil Zinc Rich Super Durable Polyester Primer Prepared Casting Chemically washed in multi Step 5 stage cleaning process MARINE GRADE FINISH (MGF) The (MGF) is a multi step process. Chemically washed in a 5 stage cleaning system. Pre-baked. Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. Oven Baked. Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. BUTTON PHOTOCELL Photo Cell for dusk to dawn operation. HOUSE SIDE SHIELD (HSS) House Side Shield (HSS) is designed for stringent property line cutoff. Injection Molded Glass Filled Nylon, standard finish is black. 158 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS IES DISTRIBUTIONS SILICONE OPTICS T2 OPTIC The Type II distribution is used for narrow pathways and trails, narrow entrances of shopping centers, parking lots and office complex’s. NLS Lighting Silicone Micro Optical System technology takes quality and performance to the highest level. Vandal resistant, superior clarity—Micro Optics have become the best and lasting solution in the industry. BENEFITS • Produces superior 96% clarity • Heat resistant to 150° C, 50% higher than acrylic • Ecologically friendly—no glare • Vandal-resistant • Does not brittle, crack, or yellow over time The type III distribution is meant for roadway lighting, general parking areas and other areas where a larger area of lighting is required. Type III lighting needs to be placed to the side of the area, allowing the light to project outward and fill the area. This produces a filling light flow. Type III light distributions have a preferred lateral width of 40 degrees. This distribution is intended for luminaires mounted at or near the side of medium width roadways or areas, where the width of the roadway or area does not exceed 2.75 times the mounting height. The type IV distribution produces a semicircular light meant for mounting on the sides of buildings and walls. It’s best for illuminating the perimeter of parking areas and businesses. The intensity of the Type IV lighting has the same intensity at angles from 90 degrees to 270 degrees. Type IV light distributions have a preferred lateral width of 60 degrees. This distribution is intended for side-of-road mounting and is generally used on wide roadways where the roadway width does not exceed 3.7 times the mounting height. T4 OPTIC T3 OPTIC 13 159 STAFF REPORT Agenda Item: 9.a Council Meeting: July 23, 2026 Prepared By: Jay Tobin, City Administrator Topic: Civic Campus Action Required: Discussion Council Action Discussion Attachments 1. Corcoran_Mailer_17x11_PRINT_Final.pdf 2. Civic Campus Schematic Design 7.23.26 CouncilMeeting_Presentation_FINAL.pdf 160 On Thursday, August 13, 2026, the Corcoran City Council will vote on the approval and sale of general obligation bonds to finance the construction of a new City Hall and Police Station. The City’s goal is to build a right-sized facility that provides the best long-term value and affordability for taxpayers. Proposed new City Hall and Police Department Project WHY IS THE CITY PLANNING TO BUILD A NEW CITY HALL AND POLICE STATION? Corcoran has welcomed thousands of new residents since the current City Hall and Police Station were built. The City’s population has grown more than 50% over the last decade alone, bringing increased demand for city services and putting strain on public safety resources. In 2025, a comprehensive condition assessment identified several critical challenges, including but not limited to: • A severe shortage of office space and equipment for public works, permitting, development planning, election, and community programming services. • As many as three employees share office space meant for one person. • Insufficient meeting spaces for City staff to meet with members of the community. • The police department lacks space for evidence storage, detainee holding, and officer training. • As the only space that is large enough, the department must use its vehicle garage as its training area, which requires constant reorganization of vehicles and equipment. • Overcrowding in the building requires many records, equipment, and supplies to be stored offsite at additional cost. 72% Staffing growth since 2018 87% Projected space increase needed at the current City Hall & Police Department over the next 20 years Prepared and paid for by the City of Corcoran. 8200 County Road 116, Corcoran, MN 55340 Corcoranmn.gov | @CorcoranMNCity | City of Corcoran, MN WHAT’S NEXT? • August 4, 2026 | 6–7:30 p.m. | Civic Campus Schematic Design Reveal | Corcoran Night to Unite 2026 at Corcoran Public Works Facility. • August 13, 2026 | 5:30 p.m. | City Council work session. • August 13, 2026 | 7:00 p.m. | Public hearing for City Hall & Police Department facility bond. City Council will consider whether to proceed with facility bonds following the hearing. Should the City Council proceed with the sale of general obligation bonds, residents have until Monday, September 14, 2026 (the next business day after the 30-day deadline) to petition for a public vote to reverse the decision (MN Statute 475.521). Sale of the bonds will not occur until after the 30 day petition window has closed. A petition must have signatures equal to 5% or more of the votes cast in the last municipal general election to be valid, equal to 254 signatures or more (5,070 votes cast in the 2024 general election). Petitions should be submitted to the City Clerk’s office. For more information about the planned City Hall and Police Department project, visit corcoranmn.gov 41% smaller than recommended for Corcoran’s current City Hall and Police Department space needs CURRENT CITY HALL & POLICE DEPARTMENT: BY THE NUMBERS 161 The City Council compared multiple options including other locations, expansion of current facilities, and different sized new buildings. The Council chose the proposed option to provide immediate right-sized spaces, accommodate future needs, and prevent more expensive updates in the future. The current facility cannot be expanded due to wetlands on the site. MISSION STATEMENT: To provide high-quality public services in a cost-effective, responsible, and professional manner in order to create a preferred environment to live, work, play, and conduct business. PROJECT GOALS • Provide a cost-effective and responsible facility solution that addresses long-term operational needs for City Hall and the Police Department. • Support efficient workflows, modern operations, and flexibility to adapt to future staffing, service, and technology changes. • Enhance staff health, wellness, safety, and security while maintaining appropriate public access. • Improve the public experience through clear access, wayfinding, and welcoming civic spaces that reflect community values, providing public gathering areas, and site amenities. • Align facility planning with projected community growth and long-term service demands. COST For the owner of a median-value home in the city (approx. $592,000), this will result in a projected tax impact of $323/year beginning with taxes payable in 2028. Future tax impacts are subject to city tax capacity and property valuation changes. Total Cost: $50 million • Financing Breakdown: - $40 million: General obligation bonds paid back over a 20-year term with property tax revenue. - $10 million: Other resident-paid revenue sources such as municipal utility payments. - The City is seeking $20.6 million in federal grant funding to support the project, with federal funding determinations expected in Fall 2026. PROPOSING THE BEST-VALUE PLAN AFTER CAREFUL EVALUATION Corcoran’s residents deserve facilities that can fully accommodate public safety and city services like elections, permitting, utilities, and engineering. The proposed City Hall and Police Department plan was developed following assessments of the current facilities, community meetings, and careful consideration of the City’s long-term growth and service needs. City leaders have worked to ensure the project represents a responsible use of taxpayer funding by balancing future demand for city services and today’s costs for construction. PROJECT DETAILS The new building will provide the same services as the City’s current facility but will be right-sized to accommodate the growing community. City Hall • Right-sized workspace for city employees • Secure, dedicated storage for ballots and voting machines to protect election integrity • Flexible public meeting space • Secure entryway to protect staff and residents • City Council chambers Police Station • Dedicated training space to reduce overtime and travel to other facilities • Evidence processing areas to ensure investigation integrity • Public reception area to provide convenient access to residents • Secure booking and detainee areas to keep officers safe • Vehicle garage to extend life-cycle of vehicles and equipment • Separate locker rooms for male and female officers • Separate bathrooms for department staff and detainees Photos of current facility LOCATION The building will be located on land already owned by the city, approximately a quarter mile southeast of the current City Hall and Police Station. Key utilities and road infrastructure are already in place at this site, which will save an estimated $6 million on construction compared to other alternatives. C i t y C e n t r e D r i v e 79th Place C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 162 City of Corcoran Civic Campus Schematic Design Update July 23, 2026 | Council Meeting 163 City of Corcoran | BKV GROUP | 2 AGENDA Schematic Design Phase Progress Next Steps Discussion 164 City of Corcoran | BKV GROUP | 3 DESIGN PROGRESS 165 City of Corcoran | BKV GROUP | 4 SITE PLAN (POND) (FARM FIELD) (WOODS) (BAND SHELL) (POLICE PARKING & GARAGE ACCESS) (STAFF PARKING) (PUBLIC PARKING) 166 City of Corcoran | BKV GROUP | 5 1670 SFLOCKER ROOM 444 SFMECHANICAL 58 SFVAULT 60 SFVAULT 290 SFEVIDENCE STOR 162 SFEVID. PROCESSING 215 SFEVID. INTAKE 871 SFEVIDENCE 130 SFDECON SHOWER216 SF UTILITIES MUD ROOM168 SFSHARED SERGEANT168 SFSHARED SERGEANT168 SFSHARED SERGEANT 607 SF SECUREDCORRIDOR 411 SF SECUREDCORRIDOR 136 SFGUN CLEANING 118 SFARMORY50 SFRANGE STOR 48 SFVEST 14974 SFGARAGE 2509 SFFIRING RANGE 120 SFRESERVE STOR.197 SFCOPY/ TEAM 120 SFDRONE 121 SFFIELD EQUIP. 100 SFQTR. MSTR. 108 SFQUIET ROOM 115 SFSOCIAL WORK 75 SFJAN. 3871 SFGARAGE 10 6 S F SW A T A R M O R Y 45 S F EL E C . 45 SFVESTIBULE 54 SFSALLYPORT 951 SF VEHICLE SALLY PORT 1169 SFHARD INTERVIEW 155 SFSTORAGE 150 SFK9 311 SFLARGE EVIDENCE 275 SFSWAT 193 SFSTAIR 55 SFELEV 180 SFELEV. LOBBY 37 SFREPORT 159 SFCONFERENCE ROOM 500 SFROLL CALL 38 SFREPORT 80 SFDATA 71 SF EXPLORERSSTORAGE 100 SFDECON RR69 SFLAUNDRY 121 SFDUTY BAGS 1717 SFOPEN OFFICE 921 SFFITNESS 109 SFRR/ SHOWER 77 SFLOCKERS 809 SFEVIDENCE GARAGE 187 SFSTAIRS Department LegendCIRCULATIONCITY HALLPOLICEPUBLICSHARED ArchitectureInterior DesignLandscape ArchitectureEngineering222 North Second StreetLong & Kees Bldg Suite 101Minneapolis, MN 55401612.339.3752www.bkvgroup.com © 2026 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLECONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION PLAN NORTH TRUE NORTH Au t o d e s k D o c s : / / 2 7 4 7 . 0 2 C o r c o r a n P o l i c e a n d C i t y H a ll / 2 7 4 7 . 0 2 C o r c o r a n _ P & C H _ A & I _ 2 0 2 5 . r v t 7/ 2 1 / 2 0 2 6 4 : 3 8 : 5 4 P M Author Checker 2747-02 1 LOWER LEVEL CORCORANPOLICE & CITYHALL 1 1/16" = 1'-0" 1 LOWER LEVEL -PRESENTATION FLOOR PLAN ISSUE # DATE DESCRIPTION *GSF AREA BY LEVELLevelAreaLOWER LEVEL 40,968 SFLEVEL 1 20,980 SFLEVEL 2 16,215 SFTOTAL GSF 78,163 SF FLOOR PLAN | LOWER LEVEL THE NEED Support efficient operations through optimized workflows and flexible spaces that can adapt to future staffing, service, and technology needs. THE SOLUTION The design will improve operational efficiency by aligning spaces with how staff work today while remaining flexible enough to meet the community’s evolving needs for decades to come. Investing in a flexible, durable facility ensures the City can continue providing high-quality services while maximizing the long-term value of every taxpayer dollar. 167 City of Corcoran | BKV GROUP | 6 168 SFPUBLIC WORKS DIR.120 SFDEVEL. SUPER.120 SFDISTR. LEAD120 SFDIR. SUPER.178 SF COMMUNITYDEVELOPMENT DIR. 120 SFUTILITIES SUPER.120 SF PARKS AND REC.MGR 120 SFCITY PLANNER 120 SF CONSTRUCTIONSERVICE MGR. 294 SF PUBLIC MEETINGROOM 244 SF PARKS AND REC STOR. 187 SFMEDIA STOR. 72 SFWELLNESS 57 SFPHONE 500 SFBREAK 51 SFSTOR. 14 3 S F BU I L D I N G S T O R A G E 151 SFVESTIBULE 1473 SFLOBBY RRRR RR RR 112 SFSTORAGE 5090 SFOPEN OFFICE ROOF AREA ROOF AREA 94 SFADMIN. MANAGER 112 SFDEPUTY CHIEF 157 SFDEPUTY DIRECTOR 191 SF PUBLIC SAFETYDIRECTOR 144 SFLT INVEST.144 SFLT. PATROL100 SFCRIME ANALYST100 SF SPECIALINVESTIGATION120 SFDET.143 SFDET. SGT. 101 SF VISITINGINVESTIGATION 101 SF SPECIALINVESTIGATIONS 113 SF INVESTIGATIONS TEAM COLLAB. 100 SFINVEST. STOR. 120 SFDIGITAL EVIDENCE 153 SF DRONE CONTROL ROOM 128 SFMAIL/ COPY 102 SFDET. 102 SFDET. 100 SF OUTREACHSTORAGE 100 SFSOCIAL WORKER 115 SFPD DATA 3173 SFRECORDS186 SF OUTREACHSTORAGE 373 SFMAJOR CASES 512 SFBREAK ROOM 114 SFARCHIVE SUPPLIES 94 SFMOTHERS ROOM 121 SFINTERVIEW 257 SFLOBBY 52 SFRR 94 SFINTERVIEW 149 SFWAITING ROOM 227 SFSTAIR 52 SFELEC. 259 SFCONFERENCE 249 SF MED. CONFERENCE ROOM88 SFMAIL 55 SFELEV. 62 SFRR59 SFRR 441 SFUTILITIES ROLL CALL 75 SFRR 43 SFVEST.86 SFSTORAGE Department LegendCIRCULATIONCITY HALLPOLICEPUBLIC ArchitectureInterior DesignLandscape ArchitectureEngineering222 North Second StreetLong & Kees Bldg Suite 101Minneapolis, MN 55401612.339.3752www.bkvgroup.com © 2026 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLECONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION PLAN NORTH Au t o d e s k D o c s : / / 2 7 4 7 . 0 2 C o r c o r a n P o l i c e a n d C i t y H a ll / 2 7 4 7 . 0 2 C o r c o r a n _ P & C H _ A & I _ 2 0 2 5 . r v t 7/ 2 1 / 2 0 2 6 4 : 3 8 : 5 7 P M Author Checker 2747-02 2 LEVEL 1 CORCORANPOLICE & CITYHALL 2 1/16" = 1'-0" 1 LEVEL 1 -PRESENTATION FLOOR PLAN ISSUE # DATE DESCRIPTION *GSF AREA BY LEVELLevelAreaLOWER LEVEL 40,968 SFLEVEL 1 20,980 SFLEVEL 2 16,215 SFTOTAL GSF 78,163 SF FLOOR PLAN | LEVEL 1 THE NEED Enhance staff health, wellness, safety, and security while maintaining appropriate public access. THE SOLUTION Provide a safe, healthy, and secure work environment that supports employee well-being while balancing the City’s commitment to accessible public services. The new facility will incorporate modern safety and security measures that protect staff, visitors, and sensitive operations while creating welcoming public areas that are easy to navigate. Thoughtful design will promote employee well-being through healthy indoor environments, natural light, and ergonomic workspaces, while enhancing safety with secure circulation, controlled access, and clear separation of public and staff areas. 168 City of Corcoran | BKV GROUP | 7 FLOOR PLAN | LEVEL 2 OPEN TO BELOW CA-WS STAIR 140 SFIT MANAGER184 SFFINANCE DIRECTOR 249 SFCITY ADMIN.168 SFAST. CITY ADMIN. 137 SF HR DIRECTORMANAGER 200 SFHR INTERVIEW 146 SFSERVER 95 SFHR FILES 121 SFIT WORK RM. CITY ADMIN. COLLAB 408 SF MEDIUM CONFERENCE ROOM CO P Y 66 SFELEC. ROOF AREA RO O F A R E A ROOF AREA OPEN TO BELOW 1386 SF TRAINING EOC ROOM 55 SFELEV 272 SF ELECTIONS STORAGE 240 SFEOC STORAGE 232 SFMENS RESTROOM 3 244 SF WOMANS RESTROOM 3 249 SFBROADCAST 80 SFJAN 1575 SFCOMMUNITY ROOM 38 SFCOAT 27 SFELEC. 12 1 S F TA B L E S T O R A G E 36 SFSTORAGE 12 1 S F TA B L E S T O R A G E 1682 SFCOUNCIL CHAMBER 2097 SFCORRIDOR 471 SFOPEN OFFICE 80 SFSTORAGE 225 SFSTAIRS 58 SFAV 111 SFKITCHENETTE ROOF AREA Department LegendCIRCULATIONCITY HALLPUBLIC ArchitectureInterior DesignLandscape ArchitectureEngineering222 North Second StreetLong & Kees Bldg Suite 101Minneapolis, MN 55401612.339.3752www.bkvgroup.com © 2026 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLECONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION PLAN NORTH TRUE NORTH Au t o d e s k D o c s : / / 2 7 4 7 . 0 2 C o r c o r a n P o l i c e a n d C i t y H a ll / 2 7 4 7 . 0 2 C o r c o r a n _ P & C H _ A & I _ 2 0 2 5 . r v t 7/ 2 1 / 2 0 2 6 4 : 3 9 : 0 0 P M Author Checker 2747-02 3 LEVEL 2 CORCORANPOLICE & CITYHALL 3 1/16" = 1'-0" 1 LEVEL 2 -PRESENTATION FLOOR PLAN ISSUE # DATE DESCRIPTION*GSF AREA BY LEVELLevelAreaLOWER LEVEL 40,968 SFLEVEL 1 20,980 SFLEVEL 2 16,215 SFTOTAL GSF 78,163 SF THE NEED Improve the public experience through clear access and welcoming civic spaces that reflect community values, providing public gathering areas, and site amenities. THE SOLUTION Creating a civic campus that is inviting, accessible, and representative of the community it serves. The new City Hall and Police Station swill provide convenient public access, and spaces that make interactions with City government straightforward and comfortable. Public meeting rooms, gathering spaces, and outdoor amenities can support civic engagement, community events, and everyday use beyond traditional business hours. The site’s design will reflect the City’s identity and values while incorporating landscaping, accessibility, parking, pedestrian connections, and other amenities that enhance the overall visitor experience. 169 City of Corcoran | BKV GROUP | 8 VISIONING IMAGES | MATERIALS & RURAL ELEMENTS 170 City of Corcoran | BKV GROUP | 9 VISIONING IMAGES | INSPIRATIONAL ARCHITECTURE 171 City of Corcoran | BKV GROUP | 10 AXON VIEWS (LOOKING NE)(LOOKING SE) (LOOKING SW)(LOOKING NW) 172 City of Corcoran | BKV GROUP | 11 DESIGN STUDIES 173 City of Corcoran | BKV GROUP | 12 DESIGN STUDIES 174 City of Corcoran | BKV GROUP | 13 EXTERIOR RENDERING | DESIGN VISION 175 City of Corcoran | BKV GROUP | 14 EXTERIOR RENDERING | DESIGN VISION 176 City of Corcoran | BKV GROUP | 15 EXTERIOR RENDERING | DESIGN VISION 177 City of Corcoran | BKV GROUP | 16 EXTERIOR RENDERING | DESIGN VISION 178 City of Corcoran | BKV GROUP | 17 EXTERIOR RENDERING | DESIGN VISION 179 City of Corcoran | BKV GROUP | 18 EXTERIOR RENDERING | DESIGN VISION 180 City of Corcoran | BKV GROUP | 19 NEXT STEPS 181 City of Corcoran | BKV GROUP | 20 NEXT STEPS Finalize Schematic Design Phase (Early September) • Floor Plan Refinements • Exterior Design Approach • Implementation Schedule & Cost Estimate By creating a welcoming and functional civic destination, the City strengthens public trust, encourages community involvement, and demonstrates responsible investment in infrastructure that will serve residents for generations. 182 thank you 183 STAFF REPORT Agenda Item: 10.a Council Meeting: July 23, 2026 Prepared By: Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Building Survey & Reservation Agreement Action Required: Direction Summary Staff have been developing the operational framework for public rentals of the Heritage Park Building. The building is intended to provide an additional community gathering space for meetings, celebrations, and other private events while balancing customer service, operational capacity, and long-term maintenance of the facility. To help guide development of the rental program, a community survey was available for approximately one month. The survey received 107 responses and was shared with City Council, Commissions, individuals who previously expressed interest in renting the building, and other City communication methods. The attached draft reservation agreement incorporates many survey findings while recognizing the City's current staffing levels and anticipated operational needs. Staff are seeking City Council feedback to ensure the proposed direction aligns with Council's vision prior to finalizing the rental agreement and establishing rental fees. The draft reservation agreement is intended to establish a consistent framework for rentals while maintaining flexibility for future adjustments as the building begins operation. Review by the City Attorney would be anticipated upon updates from the July 23, 2026, City Council meeting. Survey Summary Highlights from the 107 respondent Heritage Park Building survey included: 70% indicated that they were somewhat or very likely to rent the building. 60% preferred half-day rental opportunities. Family gatherings, birthday parties, and showers were the most common anticipated uses. Most respondents anticipated renting the facility annually or every few years. 62% preferred fewer rental opportunities if doing so helped keep the rental costs lower. 84% preferred minimal staff involvement, with staff available for emergencies or no staff present during the rental. Staff incorporated this feedback into the draft agreement whenever operationally feasible, including the proposed emergency on-call system and weekend daytime hourly rental opportunities. Resident, Non-Resident, Exempt Organization Reservations Benefits are proposed to Corcoran residents by allowing residents to reserve the building up to 12 months in advance, while non-residents may reserve up to 8 months in advance. Additionally, a difference in residential rate is proposed, however, cost hasn't been established. Currently, pavilion and other reservations at the park provide residents with a 10% discount, and staff are seeking direction on whether Council wishes to continue a similar resident benefit for Heritage Park Building rentals. The draft agreement proposes maintaining consistency with current park rental practices by extending the rental fee exemptions to the same community organizations currently exempt from rental fees. Rental Scheduling Survey respondents expressed strong interest in half day-rental opportunities, particularly weekday evenings and weekend afternoons. For those reasons, staff are proposing a maximum of one rental per day. Weekends will have full-day rental blocks, weekdays will have hourly rental opportunities, and there will be evening blocks available during the week as well. 184 While survey respondents generally supported additional rental opportunities, each rental requires building inspections post-rental, set-up verification, cleaning oversight, and administrative coordination. For those reasons, staff are proposing a maximum of one rental per day. This approach helps maintain building quality, allows adequate time for turnover between reservations, and reduces operational impacts. An exception is proposed Monday - Friday, at the City's discretion, when staffing and scheduling may allow a daytime reservation followed by an evening reservation. On-Call Support Survey responses indicated that most participants preferred a self-service facility rather than staff being present throughout the rental. The largest response favored staff being available only for emergency situations. Consistent with that feedback, the draft agreement proposes an on-call emergency phone number available during rentals. Staff are currently evaluating the most sustainable approach for providing emergency coverage while balancing available staffing resources, cross-departmental coordination, and employee availability outside of regular business hours. Damage Deposit The proposed damage deposit is $350, consistent with deposits currently required for other Heritage Park amenities. Staff explored average cleaning fees on an emergency basis and calculated $0.08-$0.15 per square foot. The square footage for the gathering room, kitchen, two bathrooms, hallway, and vestibule is approximately 2,482 square feet, bringing the estimate to $198.56-$372.30 for emergency cleaning. At this time, staff recommends continuing to collect damage deposits by check. The City's current software options do not support credit card authorization holds. Accepting credit card damage deposits would require implementation of additional software or payment processing capabilities. Facility Rules The reservation agreement includes rules addressing cleanup responsibilities, decorations, alcohol, vehicles, emergency procedures, cancellations, and other operational expectations. Many of these provisions are consistent with existing park policies or rental agreements utilized by other communities. Areas for Council Discussion Rental Benefits Does Council support providing residents earlier reservation access (12 months versus 8 months)? Does Council support maintaining different resident and non-resident rental rates similar to other park rentals? Does Council support providing exemptions for rental fees for the same groups currently exempt from rental fees or should staff explore discounted rates? Northwest Area Jaycees, Corcoran Lions, Pioneer Society, Northwest Trails, Corcoran Garden Club, St. John's Lutheran School. Rental Frequency Is the proposed limit of one rental per day appropriate to balance customer service, staffing, and facility maintenance? Should weekday discretionary double bookings be permitted? Staffing Model Does Council support the proposed self-service rental model with emergency on-call assistance rather than requiring staff to remain on-site during rentals? Rental Pricing Philosophy Before establishing rental rates, staff is seeking Council's overall vision for pricing. Should rental fees primarily recover the City's operating costs, including cleaning, inspections, and staff time? Should the facility be operated as a revenue-generating amenity? 185 Should the City prioritize affordability and community access, recognizing that full cost recovery may not occur? Future Evaluation Does the Council support establishing initial rental rates and evaluating operational costs, demand, and usage after the building has been in operation to determine whether adjustments are warranted? Financial/Budget Rental fees have not yet been established. Operational costs will include building cleaning, utilities, supplies, staff administration, inspections, emergency response, and long-term facility maintenance. Staff anticipate bringing proposed rental fees to Council following policy direction. Recommendation Staff recommends that City Council provide policy direction regarding the proposed Heritage Park Building rental program so staff may finalize the reservation agreement and develop recommended rental fees for future Council consideration. Council Action Attachments 1. Heritage Park Building Rental Agreement 2. Heritage Park Building Survey.pdf 186 Heritage Park Building – Rental Agreement Updated 7/8/2026 Reservations In order for your reservation to be guaranteed, City of Corcoran must have received the following three items from the Renter: Reservation payment, damage deposit, and completed/signed rental agreement. Your reservation allows you exclusive access to the Heritage Park Building, but Heritage Park is still open and available to the public during your event. Residents can reserve dates 12 months prior to the event. Non-residents can reserve dates 8 months prior to the event. One-week long temporary holds will be placed on the preferred date to allow the Renter time to return payment, damage deposit, and paperwork. Only one rental will be booked per day; at the City’s discretion, additional rentals may be accepted Monday-Friday for a daytime reservation, as well as an evening reservation. Facility use will be limited to the specific reservation times listed on the rental, this includes all setup and cleanup. If you wish to set up the day before or tear down/clean up the day after, then you must also rent out the Heritage Park Building for the additional set up day. Renters found going past their determined rental timeframe will be charged for additional time. Rental Fees Monday – Thursday (Full Day: 8:00 am – 10:00 pm) Resident rate: $ | Non-resident rate: $ Monday – Friday (hourly from 8:00 am – 4:00 pm) Resident rate: $ | Non-resident rate: $ Monday – Thursday (Evening: 5:00 pm – 10:00 pm) Resident rate: $ | Non-resident rate: $ Friday – Sunday (Full Day: 8:00 pm – 10:00 pm) Resident rate: $ | Non-resident rate: $ Friday – Sunday (Morning/Afternoon: 8:00 am – 3:00 pm) Resident rate: $ | Non-resident rate: $ Friday – Sunday (Evening: 5:00 pm – 10:00 pm) Resident rate: $ | Non-resident rate: $ Exempt rental fee groups: Northwest Area Jaycees, Corcoran Lions, Pioneer Society, Northwest Trails, Corcoran Garden Club, St. John’s Lutheran School Damage Deposit A $350 for residents and non-residents. Damage deposit checks are required at time of reservation by all groups, including exempt fee groups. Checks will be voided and shredded after the event if all terms of the 187 Heritage Park Building – Rental Agreement Updated 7/8/2026 agreement are met. It will be deposited by the City of Corcoran if any terms of this agreement are not met. Rules Any violation of building/park policy may, in the discretion of the City of Corcoran, result in cancellation of use, denial of future request, and/or forfeiture of fees. • All City of Corcoran parks, including Heritage Park, are open from 6:00 am – 11:00 pm. • All groups must be supervised by an adult over the age of 18 with Renter on site for the duration of the event. The Renter is responsible for all conduct of event attendees. This includes any damage, loss, breakage, or rule violations because of attendees’ conduct. • Vehicles are allowed in parking lots only o Do not drive or park motor vehicles on any concrete or grass surfaces – parking lot only. o Bring own cart for transport? • Cannabis, tobacco products (including vapes) are not allowed in park property/facilities. • Decorations o Glitter, confetti, feathers, play dough, soapy bubbles, silly string, helium- filled balloons, and/or pinatas are not allowed in the park building. This includes any balloon containing confetti, etc. o No staking of any kind o Only painters’ tape (blue tape) may be used to affix items. No scotch/masking/duct tape, push pins, putty or thumbtacks. • The use of pyrotechnics, open flames, or other combustible materials within the facility is strictly prohibited. • Animals (other than service dogs) are not allowed in facilities. • Glass is not allowed outside of the Heritage Park Building. • A Special Event Permit may be required for the following: o Canopy/tent outside o Alcohol sales o Noise ordinance exceptions (amplified sound) o Food or beverage sales (including food trucks) o Banners/signage • It is the responsibility of the Renter for cleaning before the end of the reservation time: o Clean kitchenette amenities: Counters, sink, ice machine, refrigerator/freezer. o Wipe down tables/chairs used and return to original location. o Sweep floors and clean up any spills. 188 Heritage Park Building – Rental Agreement Updated 7/8/2026 o Bag all garbage/recycling and place in bins or cans provided. o Removal all decorations, tape, string, and other materials brought in for event. o If such cleanup work is not done, the City shall have the Building cleaned and the Renter agrees to pay for the charges of this clean-up required to return the Building to the condition in which it was prior to the use by the Renter. • Renter is responsible for notifying the City of any Building issues (i.e., electrical, plumbing, etc.) • The Renter must comply with all City of Corcoran Ordinances, Minnesota State Statutes, Federal Laws, and established rules for use of Heritage Park. Emergencies IF THERE IS AN EMERGENCY ON THE DAY OF YOUR RESERVATION PLEASE CALL: ON- CALL PHONE NUMBER • On-call emergencies: o Significant property damage o Unable to access the building o HVAC system failure (NO heat/AC) o Power outage o Water leak, if causing damage • 911 emergencies: o Fire or smoke in the building o Medical emergencies o Gas leak or suspected gas odor City provided amenities: • Standard set-up of the room’s tables and chairs (room must be returned in the same set up). • Use of trash and recycling receptacles related to reservation, and cleaning supplies (surface spray, paper towels, broom, and dust pan). • Use of kitchen – sink, refrigerator, freezer, ice machine, serving counter. • XX” television with a connected HDMI cable. • WiFi?? • XX tables, XX chairs upon set up • XX tables, XX chairs available beyond set up. • Electrical outlets throughout the main room and kitchenette. Additional Park Amenities/Features (Reservations do not grant exclusive use of the area or park) • Multiple softball fields (require reservation for exclusive use) 189 Heritage Park Building – Rental Agreement Updated 7/8/2026 • Playground (cannot be reserved privately) • 2 externally accessible bathrooms, one with building access • Sand volleyball court (require reservation for exclusive use) • T-ball fields (require reservation for exclusive use) • Open air pavilion (requires reservation for exclusive use) • Ice rinks during the winter months o Cannot be reserved privately o Warming house must be used for equipment – no equipment allowed within Heritage Park Building • Walking trails (cannot be reserved privately) Inflatables/Bounce Houses • Must notify the City of Corcoran at least two full weeks prior to event – placement of inflatable must be approved by staff • No staking – must use weights to secure inflatable • Insurance requirement o $2 million General Aggregate AND $1 million Occurance, City of Corcoran listed as additionally insured. o Rental company must be insured. Cancellation • By Renter: The Renter may cancel this Agreement by giving written notice to the City. If the notice is received thirty (30) days prior to the date of use, all fees paid to the City will be refunded to the Renter. If notification is received less than thirty (30) days but 72 hours or more prior to the scheduled date of use, 50% of the fees paid to the City shall be refunded to the Renter. If notification is received less than 72 hours prior to the scheduled use, no fees will be refunded to the renter. • By City: The City reserves the right to cancel this Agreement up to 72 hours prior to the Date of Use, or at any time for public safety reasons. In such event, the City will attempt to notify the Renter as soon as possible if such cancellation occurs. All fees paid to the City shall be refunded if this Agreement is cancelled by the City pursuant to this paragraph. Agreement to Hold Harmless and Defend and Indemnify I understand that the use of Heritage Park is voluntary and that I'm/we are using it for my/our benefit only. I understand that the use of Heritage Park is undertaken at my/our own risk and that the City of Corcoran will not be liable for any claims, injuries, or damages of whatever nature incurred by me or a member of my organization, or by the negligence of third parties. On behalf of myself and the organization I represent, I expressly forever release and discharge the City of Corcoran and its agents, 190 Heritage Park Building – Rental Agreement Updated 7/8/2026 representatives, officials, and employees from any such claims, injuries, or damages. I also agree to defend, indemnify, and hold the City harmless from any claims, injuries, liabilities, costs, or damages of whatever nature, including reasonable attorneys' fees, arising out of or connected with my use of the Heritage Park. If the undersigned fails to do so, then the City may institute an action against the undersigned and all persons using the park for recovery of all costs, including reasonable attorneys' fees, incurred by the City pursuant to this paragraph. I represent and agree that I have read and I understand the rules and regulations regarding rental of Heritage Park. I further understand that the City will not be responsible for providing supervision of the activities and that the City reserves the right to cancel this permit for reasons of public safety or convenience. Tennessen Warning? 191 Heritage Park Building – Rental Agreement Updated 7/8/2026 Frequently Asked Questions – Heritage Park Building • How will I get into the rental space? o Building will unlock upon your rental time. Arriving at the time of the rental ensures that the building • Can I get into the room early to set up or decorate? o If you wish to set up the day before or tear down/clean up the day after, then you must also rent out the Heritage Park Building for that entire day. • What do I have to do before I leave? o Clean kitchenette amenities: Counters, sink, ice machine, refrigerator/freezer. o Wipe down tables/chairs used and return to original location. o Sweep floors and clean up any spills. o Bag all garbage/recycling and place in bins or cans provided. o Remove all decorations, tape, string, and other materials brought in for event. • Does the City provide tablecloths or coverings, and what are the dimensions of the tables? o The City does not provide tablecloths or coverings, but welcomes Renters to bring them in. Tables are 30” x 72”. • Do you allow alcohol in the Parks? o Beer, flavored malt/sugar beverages, cider, and wine are allowed within the park provided they’re packaged within their original, glass-free container. o Kegs, barrels, case lot quantities, bulk tap quantities, and sale of any of the previously mentioned alcoholic beverages requires additional permitting (see Special Event Permit). • What is provided in the kitchenette? o Sink, refrigerator, freezer, ice machine, serving counter, electrical outlets • Are there grills in the park? o Yes, but they are included with the Pavillion rental and may not be available for use without also renting the Pavillion. • What do you provide for technology? o We have a XX” television with a connected HDMI cable. Wi-Fi? • Can I drive on the path to drop off items or guests? o We have a strict policy and do not allow any motorized vehicle on our sidewalks or paths, as it is a safety issue. o DO WE PROVIDE A CART? • What is the capacity for the building? o Capacity of XX seated with tables 192 Heritage Park Building – Rental Agreement Updated 7/8/2026 o Capacity of XXX seated presentation style • Do I also get exclusive access to the playground, volleyball court, or any fields? o Exclusive access is NOT available for the playground. o The volleyball court and fields can be reserved for exclusive use, separately from renting the Heritage Park Building. • What do you have for parking? o 208 stalls (8 handicapped stalls; 4 handicapped stalls near the building). Parking is NOT limited to event rental and may have other uses occurring at the park. • What number can I call if there is a critical issue during the reservation? o ON-CALL PHONE NUMBER o On-call emergencies: Significant property damage Unable to access the building HVAC system failure (NO heat/AC) Power outage Water leak, if causing damage o 911 emergencies: Fire or smoke in the building Medical emergencies Gas leak or suspected gas odor 193 Total of 107 respondents How likely are you to rent the new park building for a private event? • Very likely: 32 • Somewhat likely: 43 • Neither likely nor unlikely: 13 • Somewhat unlikely: 3 • Very unlikely: 9 • Not interest in renting: 7 75 of the 107 respondents (70%) were either very likely or somewhat likely to rent the building for a private event. 19 of the 107 respondents (18%) were either somewhat unlikely, very unlikely, or not interested in renting the building for a private event. What rental durations would you prefer? • Full day rental (morning through evening): 17 • Half day rental (morning or afternoon/evening): 64 • No preference: 26 64 of the 107 respondents (60%) were interested in half day rentals, rather than rentals for the full day. What rental fee and damage deposit combination would you consider reasonable for use of the park building (select all that apply). • Half Day: Under $150 rental fee + under $200 damage deposit: 86 • Half Day: $150-$300 rental fee + $200-$350 damage deposit: 23 • Full Day: $301-$600 rental fee rental fee + $351-$500 damage deposit: 56 • Full Day: $601-$1000 rental fee + $351-$500 damage deposit: 1 86 of the 107 respondents (80%) considered $150> rental fee & $200> damage deposit was reasonable for a half day rental. 56 of the 107 respondents (52%) considered $301-$600> rental fee & $351-$500 damage deposit was reasonable for a full day rental. What types of events are you interested in having at the building? (select all that apply) • Family gatherings: 78 • Holiday parties: 38 • Birthday parties: 71 • Work gatherings: 22 • Religious gatherings: 16 194 • Community group meetings: 27 • (Bridal, Baby, Wedding) showers: 50 • Other: 15 Family gatherings and birthday parties were the most common response to events the respondents would like to host at the building. Various types of showers (bridal, baby, wedding, etc.) were another large interest event for the building. How often do you foresee renting the building within a calendar year? • Weekly: 7 (7%) • Monthly: 0 (0%) • Seasonally: 13 (12%) • Yearly: 37 (35%) • Every few years: 40 (37%) • Never: 10 (9%) In your opinion, how many rental days per week is appropriate for the park building?[JC1] • 1 rental (Mon-Thurs), 1 rental (Fri-Sun): 21 • 1 rental (Mon-Thurs), 2 rentals (Fri-Sun): 7 • 1 rental (Mon-Thurs), 3 rentals (Fri-Sun): 7 • 2 rentals (Mon-Thurs), 2 rentals (Fri-Sun): 23 • 2 rentals (Mon-Thurs), 3 rentals (Fri-Sun): 9 • 3 rentals (Mon-Thurs), 3 rentals (Fri-Sun): 40 37% of respondents prefer the maximum suggested rentals (3 Monday-Thursday, 3 Friday-Sunday). 21.5% of respondents prefer 2 rentals Monday-Thursday and 2 rentals Friday-Sunday. 20% of respondents prefer 1 rental Monday-Thursday and 1 rental Friday-Sunday. What days and times would you be interested in renting the park building (select all that apply)? • Monday – Thursday: 8a-12p (3.7%), 12p-5p (16.8%), 5p-10p (39.3%), NA (39.3%) • Friday: 8a-12p (2.8%), 12p-5p (21.5%), 5p-10p (50.5%), NA (25.2%) • Saturday: 8a-12p (13.1%), 12p-5p (43.9%), 5p-10p (27.1%), NA (15.9%) • Sunday: 8a-12p (13.1%), 12p-5p (52.3%), 5p-10p (12.1%), NA (22.4%) Monday-Thursday rentals were heavily interested in either 5-10 pm rentals or not interested in renting during those days of the week. 195 Friday rentals were primarily interested in 5-10 pm rentals. Saturday and Sunday rentals were primarily interested in afternoon rentals, with some expressing interest in Saturday evening rentals. Rental ability and cost are connected. Offering more rental days typically increases staffing and maintenance costs, while limited rental days can help keep costs lower. Which do you prefer? • Fewer rental days with lower costs: 66 • More rental days with higher costs: 17 • No preference/Unsure: 24 62% of respondents were interested in fewer rental days, with lower costs. What level of on-site support would you prefer? Self-service facilities generally keep costs down, while staffed rentals can increase cost. • Staff available for emergencies (maintenance and building emergencies): 50 • Staff available at the beginning and end of rental: 16 • Staff present during the entire rental: 1 • No staff needed: 40 84% of respondents preferred minimal staff involvement, with majority of respondents expressing interest in strictly emergency assistance. I reside in: • The Buffalo-Hanover School District: 21 • The Delano School District: 5 • The Osseo School District: 8 • The Rockford School District: 43 • The Wayzata School District: 23 • Hennepin County: 6 • A County other than Hennepin: 1 40% of respondents reside in the Rockford School District, with Buffalo-Hanover and Wayzata (approximately 20% for each of those). What is the size of your household: • Household of adults only, no children under 18 years old: 43 • Household of adults and 1 child under 18 years old: 12 • Household of adults and 2-4 children under 18 years old: 43 • Household of adults and 4+ children under 18 years old: 5 • Prefer not to answer: 4 196 56% of respondents are within a household that has at least 1 child under 18 years of age. 40% of respondents are households with adults only. What is your age: • Under 18 years old: 2 • 18-24 years old: 0 • 25-34 years old: 23 • 35-44 years old: 24 • 45-54 years old: 20 • 55-64 years old: 10 • 65+ years old: 10 • Prefer not to answer: 8 63% of respondents were between the ages of 25-54 years of age. 197 STAFF REPORT Agenda Item: 13.a Council Meeting: July 23, 2026 Prepared By: Karen Heiden, Deputy Clerk Topic: 2026 City Council Schedule Action Required: Information Only Council Action Information Only Attachments 1. 2026 City Council Meeting Calendar as of 07.23.26.pdf 198 199 City of Corcoran 2026 City Council Schedule (as of July 23, 2026) Below is a tentative schedule for City Council meetings and events - subject to change. August 4, 2026* (NOTE: Tuesday) NIGHT TO UNITE August 4, 2026 6-7:30pm – Civic Campus Public Engagement/Open House @ Night to Unite (Public Works) August 8, 2026 12-4pm – SUMMERFEST @ Burschville School August 11, 2026 PRIMARY ELECTION DAY August 13, 2026 5:30 pm Work Session – Civic Campus Not to Exceed Bond August 13, 2026 • Public Hearing – Civic Campus Bond August 14 & 15, 2026 – COUNTRY DAZE August 16, 2026 – ST. THOMAS the APOSTLE CATHOLIC CHURCH ANNUAL FESTIVAL August 27, 2026 August 29, 2026 – LIONS TRACTOR PULL September 10, 2026 5:30pm Work Session – Civic Campus Design September 10, 2026 September 11, 2026 BARK IN THE PARK September 12, 2026 LIONS DEMO DERBY September 24, 2026 • Set Bond Amount for Sale October 8, 2026 5:30pm Work Session – Civic Campus Design October 8, 2026 October 22, 2026 • Bond Sale Date October 29, 2026 TRUNK OR TREAT November 3, 2025 GENERAL ELECTION DAY November 12, 2026 5:30pm Work Session – CIP Planning and Budget November 12, 2026 • Canvass Election Results • Long Term Financial Plan 200 November 23, 2026* NOTE: (Monday) December 8, 2026 HOLIDAY TOY & FOOD DRIVE December 10, 2026 201