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2025-04-24 City Council Agenda Packet
1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations a.Northwest Trails Snowmobile Club - Colin Brown 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to April 24, 2025 c.Amendment to 2025 Fee Schedule d.2023A Bond Reallocation e.Request for Proposal for Private MN Paid Family & Medical Leave Options f.Commercial Kennel Zoning Ordinance Amendment (City File 25-005) g.Camp Solberg (City File 24-021) h.Request for Authorization to Bid - City Park Remaster i.County Road 116 and Hunter's Ridge Turn Lane Improvements - Bid Award j.County Road 116 and 79th Place Turn Lane Improvements - Bid Award k.Corcoran Storage II Turn Lane Improvements - Accept Plans/Specs: Authorize Bids l.Ravinia Development Remittance - Traffic Signals m.Exempt Employee Policy 7.Planning a.Continental Concept Plan "Springs at Corcoran" (City File 25-008) b.Kwik Trip (City File No. 23-006) 8.Unfinished Business 9.New Business a.Planning Commission Appointment 10.Staff Reports 11.Council Reports 12.City Council Schedule a.2025 City Council Schedule 13.Adjournment Corcoran City Council - Regular Session Agenda April 24, 2025 7:00 PM *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda 1 Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 2 STAFF REPORT Agenda Item: 4.a Council Meeting: April 24, 2025 Prepared By: Deb Johnson, City Clerk Topic: Northwest Trails Snowmobile Club - Colin Brown Action Required: None Summary Colin Brown representing Northwest Trails Snowmobile Club will be here to give a presentation on the Club and grant sponsorship through the Minnesota Department of Natural Resources. Council Action 3 STAFF REPORT Agenda Item: 6.a Council Meeting: April 24, 2025 Prepared By: Karen Heiden Karen Heiden Topic: Approval of Minutes Action Required: Approve April 10, 2025 City Council Work Session and Meeting Minutes Recommendation Approve April 10, 2025 City Council Work Session Minutes & April 10, 2025 City Council Meeting Minutes Council Action Approve April 10, 2025 City Council Work Session Minutes & April 10, 2025 City Council Meeting Minutes Attachments 1. 25-04-10 DRAFT Council Work Session Minutes.docx 2. 2025-04-10 DRAFT Council Minutes.docx 4 City of Corcoran City Council Work Session Minutes April 10, 2025 1 The Corcoran City Council met on April 10, 2025, in Corcoran, Minnesota. Mayor McKee,Councilors Friedrich, Lanterman, Nichols, and Vehrenkamp were present. Also present were City Administrator Tobin,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 5:00 pm 2.The Balanced Decision Process Jim Prosser presented The Balanced Decision Process. Three distinct elements were discussed: Process discussion, Policy discussion, and Decision discussion 3.Adjournment Motion: made by Nichols, seconded by Friedrich to adjourn Voting Aye: McKee, Friedrich,Lanterman, Nichols, and Vehrenkamp (Motion carries 5:0) The Work Session was adjourned at 6:35 pm on Thursday, April 10, 2025. Respectfully submitted, _____________________________________ Karen Heiden –Deputy Clerk 5 City of Corcoran City Council Minutes April 10, 2025, 7pm 1 The Corcoran City Council met on April 10,2025, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee,Councilors Friedrich,Lanterman, Nichols,and Vehrenkamp were present. Also present: City Administrator Tobin,City Clerk Johnson,Community Development Director Davis McKeown,Public Works Director Mattson, City Attorney Thames,and Public Safety Director Gottschalk. 1.Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 2.Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3.Agenda Approval City Administrator Tobin stated that there were revisions to the agenda.Item 6o was added, item 8a was revised and item 10 was removed. MOTION:made by Vehrenkamp, seconded by Nichols to approve the agenda. Voting Aye: McKee,Friedrich, Lanterman, Nicols, and Vehrenkamp. (Motion carries: 5:0) 4.Presentations a.Pat Meister Longevity Award –35 Years of Service b.Three Rivers Park District Update –Marge Beard c.4M/PMA Investment Strategy –Corey Boyer d.Elm Creek Watershed –Diane Spector, Stantec 5.Open Forum –Public Comment Opportunity Mayor McKee invited residents to come forward to address the Council during Open Forum for any items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity. Terry Lehman, 10224 Ironwood Ln, asked for an update on the opening of Hunters Ridge from Bellwether Community 6.Consent Agenda a.City Council Meeting Minutes Approval Action –Approved March 27, 2025 City Council Minutes. b.Financial Claims Action –Approved Financial Claims for March 27, 2025. c.Teamsters Compensation Classification Study Memorandum of Agreement Action –Approved the Memorandum of Agreement and Direct the Mayor and City Administrator to Enter the Agreement. d.Resolution Recognizing Truck Safety Seminar and Donations Action –Adopted Resolution 2025-33 Approving Resolution 2025-33 Recognizing the Truck Safety Event and Accepted Donations. e.Exempt Employee Policy Action –Approved Exempt Employee Policy. f.Chisholm Trail Street Improvements –Accept Feasibility Study & Ordered Improvement Hearing Action –Approved the Chisholm Trail Street Improvements Feasibility Study and Order Improvement Hearing. g.Temporary On-Sale Liquor License Application –Hennepin County Fair 6 City of Corcoran City Council Minutes April 10, 2025, 7pm 2 Action –Adopted Resolution 2025-25 Approving a Temporary On-Sale Liquor License. h.City Park Remaster –Design Update Action-None -Informational Only . i.Grant Proposals Action –None. Informational Only. j.Street Maintenance –Maltene Based Restorative Seal Quote Action –Authorize Quote for the Base Bid Plus Alternates 1, 2, and 3 to Corrective Asphalt Materials, LLC. In the amount of $100,548.90 . k.Water Treatment Plant –Pay Request #23 Action –Approved Pay Request #23 in the Amount of $385,515.00 to Rice Lake Construction Group. l.Corcoran Water Tower –Pay Request #23 Action –Approved Pay Request #23 in the Amount of $26,277.00 to Phoenix Fabricators and Erectors. m.Water Treatment Plant –Change Order #10 Action –Approved Change Order #10 in Entirety. n.Administrative Correction –Resolution 2025-32 Awarding the Sale of General Obligation Bonds – Series 2025A Action –Approved the Administrative Changes that were made to Exhibit C. o.Charitable Gambling Application –Heroes Helping Heroes Action –Adopted Resolution 2025-36 Approving Charitable Gambling License. MOTION: made by Friedrich, seconded by Vehrenkamp to approve consent agenda items 6a-6c, 6e-6g and 6i-6o. Voting Aye: McKee,Friedrich,Lanterman, Nichols,and Vehrenkamp. (Motion carries: 5:0) MOTION: made by Vehrenkamp, seconded by Nichols to approve consent item 6d. Voting aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries 5:0) MOTION:made by Nichols, seconded by Vehrenkamp to approve consent item 6h with edits as proposed by staff. Voting Aye: McKee,Nichols, and Vehrenkamp. Voting Nay: Friedrich and Lanterman (Motion carries: 3:2) 7.Planning -None 8.Unfinished Business a.Draft Ordinance No. 2025-545 Regulating Peddlers, Solicitors, and Transient Merchants MOTION: made by Nichols, seconded by Lanterman to adopt Ordinance No. 2025-545 Regulating Peddlers, Solicitors, and Transient Merchants with a friendly amendment to revise language in section 120.13. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp (Motion carries: 5:0) 9.New Business -None 10.Staff Reports iLegislate –get apps updated Spring Road Restrictions lifted April 16, 2025 Fire Arm Field Safety April 26, 2025 Clean-Up Day May 3, 2025 7 City of Corcoran City Council Minutes April 10, 2025, 7pm 3 Work Session May 8, 2025 11.Council Reports Mayor McKee commented that this was the first council meeting using Granicus software and the last meeting that will be held on Zoom. Mayor McKee gave an update on Housing Bills being discussed at the Legislature. Mayor McKee was appointed to Met Council Land-use Council. 12.City Council Schedule a.2025 City Council Schedule 13.Adjournment MOTION: made by Vehrenkamp, seconded by Nichols to adjourn. Voting Aye: McKee, Friedrich, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 5:0) Mayor McKee adjourned the meeting at 8:53 p.m. April 10, 2025 Respectfully submitted, _____________________________________ Karen Heiden –Deputy Clerk 8 STAFF REPORT Agenda Item: 6.b Council Meeting: April 24, 2025 Prepared By: Reed Kottke Topic: Financial Claims to April 24, 2025 Action Required: Consider approving claims as presented Summary Claims require Council review and approval, those permitted per policy have been completed, while others are pending for Council approval. Financial/Budget Claims are within budget or are identified on a case-by-case basis to confirm funding source and seek Council approvals as necessary. Options Approve claims as presented or amend and approve claims. Recommendation Approve claims as presented. Council Action Consider approving claims as presented. Attachments 1. 20250424 council.pdf 9 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 36937-36955 Financial Claims 04/10/2025 41,493.95$ -$ 41,493.95$ Check Register (See register for financial claims) Automatic Deduction (EFT) Total Expenditures For Approval Agenda Item: 6b 1 Council Meeting: 04/24/2025 Prepared By: Reed Kottke, Accountant 10 CLAIMS APPROVED AND PROCESSED PER POLICY Check Range: 36956-36982 Financial Claims 04/17/2025 33,039.80$ -$ 33,039.80$ Check Register (See register for financial claims) Automatic Deduction (EFT) Total Expenditures For Approval Agenda Item: 6b 2 Council Meeting: 04/24/2025 Prepared By: Reed Kottke, Accountant 11 CLAIMS PENDING COUNCIL APPROVAL Check Range: 36983-37004 Financial Claims 04/24/2025 416,635.67$ 204,302.79$ 620,938.46$ Date Vendor Amount Description 4/3/2025 COMCAST 1,342.25$ PUBLIC WORKS/WTP INTERNET SERVICE EFT PAYMENT 4/7/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 31,987.52$ PP7 PENSION CONTRIBUTIONS 4/7/2025 OPTUM FINANCIAL 6,250.27$ PP7 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 4/7/2025 MINNESOTA STATE RETIREMENT SYSTEM 2,731.68$ PP7 DEFERRED COMPENSATION / ROTH CONTRIBUTIONS 4/7/2025 MINNESOTA STATE RETIREMENT SYSTEM 3,925.26$ PP7 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 4/8/2025 INVOICE CLOUD 1,795.67$ MARCH CREDIT CARD PROCESSING 4/10/2025 VERIZON 2,679.44$ POLICE/CITY HALL CELL PHONE SERVICE EFT PAYMENT 4/11/2025 MEDSURETY 30.00$ APRIL COBRA ADMINISTRATION 4/11/2025 ADP PAYROLL FEES 457.97$ PP7 PAYROLL PROCESSING FEE 4/14/2025 OPTUM CLAIM 508.12$ DEPENDENT CARE FSA FUNDING REQUEST 4/14/2025 POSTALIA POSTAGE 200.00$ MAIL METER 4/17/2025 ADP WAGE PAY 109,813.72$ PP8 NET PAY 4/17/2025 ADP TAX 40,300.78$ PP8 TAX WITHHOLDING 4/17/2025 STANDARD INSURANCE 1,980.11$ APRIL LIFE INSURANCE PREMIUMS 4/18/2025 POSTALIA POSTAGE 300.00$ MAIL METER Total 204,302.79$ Automatic Deduction / Electronic Fund Transfer / Other Disbursement Check Register (See register for detail) Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval Agenda Item: 6b 3 Council Meeting: 04/24/2025 Prepared By: Reed Kottke, Accountant 12 BANK CODE: GEN CHECK DATE: 04/10/2025 INVOICE PAY DATE FROM 04/10/2025 TO 04/10/2025 04/10/2025 10:30 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date Type: CheckStub 2##0.00 375.00 375.00 GUARDIAN FLEET SAFETY293621(S)GEN04/10/2025 Type: Paper Check 1816.00 0.00 816.00 ACME TOOLS156036937GEN04/10/2025 8##360.64 29.96 390.60 AMAZON CAPITAL SERVICES227036938GEN04/10/2025 2896.73 0.00 896.73 BEAUDRY OIL COMPANY62236939GEN04/10/2025 11,358.85 0.00 1,358.85 BLACKFIRE CREATIVE236136940GEN04/10/2025 2123.01 0.00 123.01 CINTAS - 4705636941GEN04/10/2025 6669.55 0.00 669.55 CINTAS - 4705636942GEN04/10/2025 12,600.00 0.00 2,600.00 COMPUTER INTEGRATION TECH242736943GEN04/10/2025 17,030.00 0.00 7,030.00 ELM CREEK WATERSHED MGMT COMM16336944GEN04/10/2025 3920,665.25 0.00 20,665.25 LANDFORM PROFESSIONAL SERVICES21136945GEN04/10/2025 14.47 0.00 4.47 LANO EQUIPMENT10936946GEN04/10/2025 164.68 0.00 64.68 LANO EQUIPMENT10936947GEN04/10/2025 11,980.00 0.00 1,980.00 LEAGUE OF MINNESOTA CITIES19136948GEN04/10/2025 1360.28 0.00 360.28 M-R SIGN CO., INC.49236949GEN04/10/2025 2##1,800.00 198.00 1,998.00 MAGTECH AMMUNITION313536950GEN04/10/2025 11,050.00 0.00 1,050.00 MHSRC/RANGE160136951GEN04/10/2025 11,057.87 0.00 1,057.87 MIDWEST MACHINERY CO.227536952GEN04/10/2025 2109.93 0.00 109.93 ODP BUSINESS SOLUTIONS, LLC13036953GEN04/10/2025 1242.53 0.00 242.53 RIGID HITCH21736954GEN04/10/2025 3##304.16 30.15 334.31 ZIEGLER INC22336955GEN04/10/2025 ## Denotes that check has vendor credit applied. Num Stubs: 1Num Checks: 19 Num Invoices: 77 Total Amount: 41,493.95 13 BANK CODE: GEN CHECK DATE: 04/17/2025 INVOICE PAY DATE FROM 04/17/2025 TO 04/17/2025 04/17/2025 12:57 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 13,575.50 0.00 3,575.50 ABDO LLP536956GEN04/17/2025 150.00 0.00 50.00 ALTA207136957GEN04/17/2025 4##300.05 135.78 435.83 AMAZON CAPITAL SERVICES227036958GEN04/17/2025 1496.66 0.00 496.66 BEAUDRY OIL COMPANY62236959GEN04/17/2025 2##155.24 12.00 167.24 BOYER FORD TRUCKS INC4236960GEN04/17/2025 6422.37 0.00 422.37 CINTAS - 4705636961GEN04/17/2025 1901.88 0.00 901.88 DAILY PRINTING INC319136962GEN04/17/2025 3669.04 0.00 669.04 ECM PUBLISHERS INC201136963GEN04/17/2025 1142.53 0.00 142.53 EMPLOYEE RELATIONS, INC.214136964GEN04/17/2025 1492.91 0.00 492.91 GALLS, LLC22636965GEN04/17/2025 1102.00 0.00 102.00 HAS LLC DBA DEHMER FIRE PROTECTION319636966GEN04/17/2025 1225.00 0.00 225.00 HENNEPIN COUNTY SPECIAL ASSESSMENTS142236967GEN04/17/2025 217,252.34 0.00 17,252.34 HKGI312236968GEN04/17/2025 113.41 0.00 13.41 LANO EQUIPMENT10936969GEN04/17/2025 179.97 0.00 79.97 LANO EQUIPMENT10936970GEN04/17/2025 111.96 0.00 11.96 LANO EQUIPMENT10936971GEN04/17/2025 1350.00 0.00 350.00 LEAGUE OF MINNESOTA CITIES19136972GEN04/17/2025 1496.64 0.00 496.64 LEAGUE OF MN CITIES INSUR.TRST159436973GEN04/17/2025 31,912.50 0.00 1,912.50 MADDEN, GALANTER, HANSEN LLP218936974GEN04/17/2025 1175.54 0.00 175.54 CITY OF MAPLE GROVE5836975GEN04/17/2025 11,500.00 0.00 1,500.00 MATTSON, KEVIN232336976GEN04/17/2025 122.07 0.00 22.07 MENARDS MAPLE GROVE16736977GEN04/17/2025 11,052.23 0.00 1,052.23 MIDWEST MACHINERY CO.227536978GEN04/17/2025 1400.00 0.00 400.00 MINNESOTA POLLUTION CONTROL AGENCY320636979GEN04/17/2025 12,025.00 0.00 2,025.00 SIR LINES-A-LOT LLC311336980GEN04/17/2025 157.24 0.00 57.24 TEAMSTER LOCAL 320158836981GEN04/17/2025 1157.72 0.00 157.72 Z SYSTEMS, INC258136982GEN04/17/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 27 Num Invoices: 41 Total Amount: 33,039.80 14 BANK CODE: GEN CHECK DATE: 04/24/2025 INVOICE PAY DATE FROM 04/24/2025 TO 04/24/2025 04/17/2025 01:32 PM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 236,954.30 0.00 36,954.30 ABDO LLP536983GEN04/24/2025 193.81 0.00 93.81 CENTERPOINT ENERGY 115236984GEN04/24/2025 4355.91 0.00 355.91 CINTAS - 4705636985GEN04/24/2025 24,249.95 0.00 4,249.95 COMPUTER INTEGRATION TECH242736986GEN04/24/2025 1183.73 0.00 183.73 DELETEME BY ABINE INC257536987GEN04/24/2025 4##3,679.55 937.04 4,616.59 FERGUSON WATERWORKS #2518190436988GEN04/24/2025 11,641.06 0.00 1,641.06 HENNEPIN COUNTY INFO TECH9636989GEN04/24/2025 1349.56 0.00 349.56 HENNEPIN COUNTY INFO TECH9636990GEN04/24/2025 130.00 0.00 30.00 HOLIDAY COMPANIES194036991GEN04/24/2025 214,460.10 0.00 14,460.10 KRIS ENGINEERING24836992GEN04/24/2025 12,550.00 0.00 2,550.00 CITY OF MAPLE GROVE5836993GEN04/24/2025 135.41 0.00 35.41 MENARDS MAPLE GROVE16736994GEN04/24/2025 137,869.50 0.00 37,869.50 METRO WEST INSPECTION SERVICES11736995GEN04/24/2025 167,321.00 0.00 67,321.00 MTI DISTRIBUTING INC306136996GEN04/24/2025 2103.06 0.00 103.06 NAPA AUTO PARTS - Corcoran12636997GEN04/24/2025 1600.00 0.00 600.00 NORTH MEMORIAL115736998GEN04/24/2025 136,867.00 0.00 36,867.00 OERTEL ARCHITECTS192736999GEN04/24/2025 1102.57 0.00 102.57 POLLARD WATER228137000GEN04/24/2025 2797.60 0.00 797.60 STREICHER'S POLICE EQUIPMENT14837001GEN04/24/2025 1375.00 0.00 375.00 TACTICAL SOLUTIONS242337002GEN04/24/2025 1207,666.56 0.00 207,666.56 US HOME LLC DBA LENNARMISC37003GEN04/24/2025 1350.00 0.00 350.00 WRUCK SEWER & PORTABLE RENTAL295637004GEN04/24/2025 ## Denotes that check has vendor credit applied. Num Stubs: 0Num Checks: 22 Num Invoices: 33 Total Amount: 416,635.67 15 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36937 36937816.00 04/10/2514090652ORDER 25582246-001 CARBIDE CHAIN LOOPACME TOOLS03/13/25100-43100-50225 816.00 Total For Check 36937 Check 36938 36938(15.99)04/10/25163W-JM1T-RYWFCREDIT MEMO FROM 1KNK-VCMW-7FFFAMAZON CAPITAL SERVICES12/05/24100-42400-50207 36938(13.97)04/10/2519VX-6CRP-TCQ6CREDIT MEMO FROM 1KNK-VCMW-7FFFAMAZON CAPITAL SERVICES12/05/24100-42400-50207 36938145.16 04/10/251NQX-9Q94-3RVVACCT AKKM4RGY10LC8, 1/29/25 ORDERAMAZON CAPITAL SERVICES02/03/25100-43100-50200 3693811.98 04/10/251P77-CR4M-QPGYMAGNIFYING LIGHTAMAZON CAPITAL SERVICES03/13/25100-43100-50200 36938138.98 04/10/251HYG-9D4V-CLMDACCT AKKM4RGY10LC8, 03/18/25 ORDERAMAZON CAPITAL SERVICES03/17/25100-43100-50210 3693877.05 04/10/251W1M-L1NV-4VKCACCT AKKM4RGY10LC8, 1/31/25 ORDERAMAZON CAPITAL SERVICES02/03/25100-43100-50220 369380.90 04/10/251WXX-DP3P-376V 2BALANCE DUE ON INVOICE 1WXX-DP3P-376VAMAZON CAPITAL SERVICES12/23/24100-45100-50210 3693816.53 04/10/251DW3-KPL4-96QYACCT AKKM4RGY10LC8, 2/88//25 ORDERAMAZON CAPITAL SERVICES03/03/25101-41910-50210 360.64 Total For Check 36938 Check 36939 36939328.76 04/10/252907619PROPANEBEAUDRY OIL COMPANY03/11/25100-42100-50210 36939567.97 04/10/252907620PROPANEBEAUDRY OIL COMPANY03/11/25100-43100-50380 896.73 Total For Check 36939 Check 36940 369401,358.85 04/10/258084PD SQUAD #568. 2019 FORD EXPLORER POLICE GRAPHICS REPAIRBLACKFIRE CREATIVE12/24/24100-42100-50220 1,358.85 Total For Check 36940 Check 36941 3694166.84 04/10/255254861201PW FIRST AID SUPPLIESCINTAS - 47002/18/25100-43100-50400 3694156.17 04/10/255258760901FIRST AID SUPPLIESCINTAS - 47003/12/25100-43100-50400 123.01 Total For Check 36941 Check 36942 3694225.91 04/10/254223140290SHOP SUPPLIESCINTAS - 47003/05/25100-43100-50400 369425.56 04/10/254223140294SHOP SUPPLIES & UNIFORMSCINTAS - 47003/05/25100-43100-50400 369425.56 04/10/254224611548UNIFORMS & SUPPLIESCINTAS - 47003/19/25100-43100-50400 3694225.91 04/10/254224611536SHOP SUPPLIESCINTAS - 47003/19/25100-43100-50400 36942111.22 04/10/254223140294SHOP SUPPLIES & UNIFORMSCINTAS - 47003/05/25100-43100-50417 36942166.76 04/10/254223140381SHOP SUPPLIES & UNIFORMSCINTAS - 47003/05/25100-43100-50417 36942111.21 04/10/254224611548UNIFORMS & SUPPLIESCINTAS - 47003/19/25100-43100-50417 36942166.76 04/10/254224611663UNIFORMSCINTAS - 47003/19/25100-43100-50417 3694212.67 04/10/254223140294SHOP SUPPLIES & UNIFORMSCINTAS - 47003/05/25601-49400-50210 3694212.67 04/10/254224611548UNIFORMS & SUPPLIESCINTAS - 47003/19/25601-49400-50210 3694212.66 04/10/254223140294SHOP SUPPLIES & UNIFORMSCINTAS - 47003/05/25602-49450-50210 3694212.66 04/10/254224611548UNIFORMS & SUPPLIESCINTAS - 47003/19/25602-49450-50210 669.55 Total For Check 36942 Check 36943 369432,600.00 04/10/25399524APRIL 2025 RETAINERCOMPUTER INTEGRATION TECH04/01/25100-41920-50300 2,600.00 Total For Check 36943 Check 36944 369447,030.00 04/10/2520250408CITY PARK REMASTER ESCROWELM CREEK WATERSHED MGMT COMM04/08/25415-45200-50300 7,030.00 Total For Check 36944 Check 36945 3694585.00 04/10/2536456CK REQ ST THERESE 22-023 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694542.50 04/10/2536458CK REQ PRIONEER TRAIL 23-030 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536459CK REQ RED BARN 24-007 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 16 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36945 36945297.50 04/10/2536460CK REQ INDUSTRIAL NE 24-010 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945327.00 04/10/2536461CK REQ RUSH CRK RESERVE 24-011 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694542.50 04/10/2536462CK REQ WOODLAND HILLS 24-023 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 369451,013.50 04/10/2536464CK REQ ESMNT WETLAND BNK 24-039 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945255.00 04/10/2536465CK REQ ST THOMAS 24-045 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945331.00 04/10/2536466CK REQ BROCKTON BUSINESS 24-047 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 369452,000.00 04/10/2536466-2CK REQ BROCKTON BUSINESS 24-047 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694599.75 04/10/2536466-3CK REQ BROCKTON BUSINESS 24-047 20250131LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945170.00 04/10/2536526CK REQ ST THERESE 22-023 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536528CK REQ KWIK TRIP 23-006 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536529CK REQ RED BARN 24-007 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945765.00 04/10/2536530CK REQ INDSTRL NE 24-010 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536531CK REQ HOPE MEADOWS 24-025 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536532CK REQ NEW MAHAVAN 24-026 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694585.00 04/10/2536534CK REQ SCHUTTE 24-033 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 36945510.00 04/10/2536535CK REQ ESMNT WETLAND 24-039 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 369451,275.50 04/10/2536536CK REQ ST THOMAS 24-045 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 369452,408.00 04/10/2536537CK REQ BROCKTON BUSINESS 24-047 20250228LANDFORM PROFESSIONAL SERVICES04/09/25100-00000-22205 3694542.50 04/10/2536521BASS LAKE CROSSING 17-022 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-009 3694585.00 04/10/2536450BASS LAKE ESTATES 17-036 20250131 ACCTLANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-011 36945112.25 04/10/2536457BECHTOLD FARMS FINAL PLAT CITY FILE 22-024 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-013 3694585.00 04/10/2536527BECHTOLD FARMS FINAL PLAT CITY FILE 22-024 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-013 36945170.00 04/10/2536523COOK LAKE HIGHLANDS 21-057 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-017 36945255.00 04/10/2536453TAVERA 2ND ADD FP & FPUD 21-036 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-056 36945723.75 04/10/2536463TAVERA 7TH 24-028 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-056 36945554.75 04/10/2536533TAVERA 7TH FP/FUD CITY FILE 24-028 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-056 36945490.50 04/10/2536452RAVINIA 14TH FP AND FPUD 19-022 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-058 3694585.00 04/10/2536522RAVINIA 12TH FINAL PLAT/PUD 19-002 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-058 36945255.00 04/10/2536451RAVINIA 10TH FP AND FINAL PUD 18-034 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-059 36945170.00 04/10/2536520RAVINIA 7TH ADDITION FINAL PUD/FINAL PLAT 17-013 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-062 36945381.50 04/10/2536454BELLWETHER 8TH FP & FPUD CITY FILE 22-007 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-087 36945248.50 04/10/2536455GARAGES TOO FP 22-015 20250131LANDFORM PROFESSIONAL SERVICES02/07/25100-00000-22205-111 36945124.25 04/10/2536525GARAGES TOO FP 22-015 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-111 3694585.00 04/10/2536524COOK LAKE HIGHLANDS NEW HORIZON 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-00000-22205-134 369453,897.50 04/10/2536467CITY BUSINESS 20240131LANDFORM PROFESSIONAL SERVICES02/07/25100-41910-50300 369452,767.50 04/10/2536538CITY BUSINESS 20250228LANDFORM PROFESSIONAL SERVICES03/06/25100-41910-50300 20,665.25 Total For Check 36945 Check 36946 369464.47 04/10/2503-1140338STI-SPLINE SCREW FOR SAW SHOPLANO EQUIPMENT03/19/25100-43100-50225 4.47 Total For Check 36946 Check 36947 3694764.68 04/10/2503-1139191PARTSLANO EQUIPMENT03/13/25100-43100-50225 64.68 Total For Check 36947 Check 36948 369481,980.00 04/10/25425121PEACE OFFICER ACCREDITED TRAINING ONLINE (PATROL) X 22LEAGUE OF MINNESOTA CITIES03/03/25100-42100-50207 1,980.00 Total For Check 36948 Check 36949 36949360.28 04/10/25227197ORDER 18033M-R SIGN CO., INC.03/14/25100-43100-50226 360.28 Total For Check 36949 17 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36950 369501,998.00 04/10/25482109MM LUGER 124 FMJ X 20MAGTECH AMMUNITION03/10/25100-42100-50207 36950(198.00)04/10/25EX48214EXCISE TAX CREDITSMAGTECH AMMUNITION03/10/25100-42100-50207 1,800.00 Total For Check 36950 Check 36951 369511,050.00 04/10/25337900-11526CLASS FEE X 2.LAWSON, BURNSMHSRC/RANGE02/19/25100-42100-50207 1,050.00 Total For Check 36951 Check 36952 369521,057.87 04/10/2510376340PARTSMIDWEST MACHINERY CO.03/06/25100-45200-50221 1,057.87 Total For Check 36952 Check 36953 3695353.83 04/10/25414078254001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC02/26/25100-41900-50200 3695356.10 04/10/25409631593001OFFICE SUPPLIESODP BUSINESS SOLUTIONS, LLC01/30/25100-41900-50200 109.93 Total For Check 36953 Check 36954 36954242.53 04/10/251928940784ORDER 2565822 HAND WINCHESRIGID HITCH01/24/25100-45200-50210 242.53 Total For Check 36954 Check 36955 36955237.28 04/10/25IN001852101PARTS FOR CATERPILLAR J3R06561ZIEGLER INC03/27/25100-43100-50220 3695597.03 04/10/25IN001852095CAT TDTP 30 5GZIEGLER INC03/27/25100-43100-50220 334.31 Total For Check 36955 Check 36956 369563,575.50 04/17/25503218JANUARY/FEBRUARY 2025 HR/PAYROLL CONSULTING 41390.WSABDO LLP02/28/25100-41500-50300 3,575.50 Total For Check 36956 Check 36957 3695750.00 04/17/2522121COUNCIL MEMBER PLAQUESALTA04/03/25100-41110-50207 50.00 Total For Check 36957 Check 36958 36958(135.78)04/17/2520250110-CMCREDIT MEMO FOR DUPLICATE PAYMENT OF 1VJF-X946-JVW1AMAZON CAPITAL SERVICES01/10/25100-41500-50207 3695850.30 04/17/251TWT-KPW3-HCW9ACCT AKKM4RGY10LC8, TAPE, PUTTY, CABLE TIESAMAZON CAPITAL SERVICES01/16/25100-41900-50210 36958365.25 04/17/251VGG-FM43-KYLJACCT AKKM4RGY10LC8, 2/18//25 ORDER FOR ITAMAZON CAPITAL SERVICES02/22/25100-41900-50210 3695820.28 04/17/251DJP-4PCT-666GFARMING PATENT PRINTSAMAZON CAPITAL SERVICES03/17/25100-41900-50210 300.05 Total For Check 36958 Check 36959 36959496.66 04/17/252919956ULS #2 DYED KODIAK B5BEAUDRY OIL COMPANY03/24/25100-43100-50212 496.66 Total For Check 36959 Check 36960 36960167.24 04/17/25092P11071KIT-TPMS SENSORBOYER FORD TRUCKS INC02/24/25100-42100-50220 36960(12.00)04/17/25093S7242.02 CMCREDIT FOR OVERPAYMENT OF INVOICE ON CHECK 36746BOYER FORD TRUCKS INC01/25/25100-42100-50403 155.24 Total For Check 36960 Check 36961 3696121.14 04/17/254224611542BLACK MATS CITY HALLCINTAS - 47003/19/25100-41900-50400 3696121.14 04/17/254223140236FLOOR MATS-CITY HALLCINTAS - 47003/05/25100-41900-50400 3696121.14 04/17/254225326081FLOOR MATS-CITY HALLCINTAS - 47003/26/25100-41900-50400 3696125.91 04/17/254225326146SHOP SUPPLIESCINTAS - 47003/26/25100-43100-50400 18 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36961 3696129.74 04/17/254225326230SHOP SUPPLIES & UNIFORMSCINTAS - 47003/26/25100-43100-50400 36961111.21 04/17/254225326230SHOP SUPPLIES & UNIFORMSCINTAS - 47003/26/25100-43100-50417 36961166.76 04/17/254225326285SHOP SUPPLIES & UNIFORMSCINTAS - 47003/26/25100-43100-50417 3696112.66 04/17/254225326230SHOP SUPPLIES & UNIFORMSCINTAS - 47003/26/25601-49400-50210 3696112.67 04/17/254225326230SHOP SUPPLIES & UNIFORMSCINTAS - 47003/26/25602-49450-50210 422.37 Total For Check 36961 Check 36962 36962901.88 04/17/252401752025 Q2 NEWSLETTER POSTAGEDAILY PRINTING INC04/10/25100-41900-50350 901.88 Total For Check 36962 Check 36963 36963107.07 04/17/251040640AD 1457943 CROW RIVER NEWS 3/20/25ECM PUBLISHERS INC03/20/25100-41900-50350 36963284.94 04/17/251040639AD 1457731 CROW RIVER NEWS 3/20/25ECM PUBLISHERS INC03/20/25100-41900-50350 36963277.03 04/17/251040638AD 1457727 CROW RIVER NEWS 3/20/25ECM PUBLISHERS INC03/20/25100-41900-50350 669.04 Total For Check 36963 Check 36964 36964142.53 04/17/2598821VARIOUS BACKGROUND CHECK REPORTSEMPLOYEE RELATIONS, INC.03/31/25100-41900-50300 142.53 Total For Check 36964 Check 36965 36965492.91 04/17/25030880275BLAUER SOFTSHELL FLEECEGALLS, LLC03/28/25100-42100-50417 492.91 Total For Check 36965 Check 36966 36966102.00 04/17/253106FIRE EXTINGUISHER RECHARGE X 3HAS LLC DBA DEHMER FIRE PROTECTION03/25/25100-42100-50210 102.00 Total For Check 36966 Check 36967 36967225.00 04/17/2552-2025ANNUAL ASSESSMENT SERVICE FEE 2025HENNEPIN COUNTY SPECIAL ASSESSMENTS04/09/24100-41900-50300 225.00 Total For Check 36967 Check 36968 369685,948.75 04/17/25023-058-14PARK PLANNING AND DESIGN JANUARY 2025HKGI02/11/25415-45200-50300 3696811,303.59 04/17/25023-058-15PARK PLANNING AND DESIGN FEBRUARY 2025HKGI03/14/25415-45200-50300 17,252.34 Total For Check 36968 Check 36969 3696913.41 04/17/2503-1141967STI-SPLINE SCREWSLANO EQUIPMENT03/28/25100-43100-50225 13.41 Total For Check 36969 Check 36970 3697079.97 04/17/2503-1141968AIR FILTERS, CARBUERTOR SUPPLIESLANO EQUIPMENT03/28/25100-43100-50225 79.97 Total For Check 36970 Check 36971 3697111.96 04/17/2503-1141978WASHERSLANO EQUIPMENT03/28/25100-43100-50210 11.96 Total For Check 36971 Check 36972 36972350.00 04/17/254240792025 ELECTED LEADERS INST: ADVANCED PGMLEAGUE OF MINNESOTA CITIES02/14/25100-41110-50207 350.00 Total For Check 36972 Check 36973 19 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36973 36973496.64 04/17/259561LMC GL 419910, CENTERPOINT, LOSS DATE 9/16/24LEAGUE OF MN CITIES INSUR.TRST04/02/25100-41900-50360 496.64 Total For Check 36973 Check 36974 36974337.50 04/17/2520250414LABOR RELATIONS SERVICES 20250331MADDEN, GALANTER, HANSEN LLP04/14/25100-41600-50300 36974585.00 04/17/2520250131LABOR RELATIONS SERVICES 20250131MADDEN, GALANTER, HANSEN LLP01/31/25100-41600-50300 36974990.00 04/17/2520250228LABOR RELATIONS SERVICES 20250228MADDEN, GALANTER, HANSEN LLP02/28/25100-41600-50300 1,912.50 Total For Check 36974 Check 36975 36975175.54 04/17/25202503311ST QUARTER 2025 8025 RIDGE CTCITY OF MAPLE GROVE03/31/25601-00000-20800 175.54 Total For Check 36975 Check 36976 36976375.00 04/17/25202504092025 RECRUITMENT AND RETENTION REIMBURSEMENTMATTSON, KEVIN04/09/25100-43100-50307 36976375.00 04/17/25202504092025 RECRUITMENT AND RETENTION REIMBURSEMENTMATTSON, KEVIN04/09/25100-43170-50307 36976375.00 04/17/25202504092025 RECRUITMENT AND RETENTION REIMBURSEMENTMATTSON, KEVIN04/09/25601-49400-50307 36976375.00 04/17/25202504092025 RECRUITMENT AND RETENTION REIMBURSEMENTMATTSON, KEVIN04/09/25602-49450-50307 1,500.00 Total For Check 36976 Check 36977 3697722.07 04/17/2545398SUPPLIESMENARDS MAPLE GROVE02/26/25100-42100-50210 22.07 Total For Check 36977 Check 36978 369781,052.23 04/17/2510389646PARTSMIDWEST MACHINERY CO.03/21/25100-45200-50221 1,052.23 Total For Check 36978 Check 36979 36979400.00 04/17/2520250414MS4 GENERAL PERMITMINNESOTA POLLUTION CONTROL AGENCY04/14/25100-43170-50300 400.00 Total For Check 36979 Check 36980 369802,025.00 04/17/2520250416RETAINAGE PAYABLE RELEASESIR LINES-A-LOT LLC04/16/25408-00000-20610 2,025.00 Total For Check 36980 Check 36981 3698157.24 04/17/2520250201-2PELUF UNION/TEAM LEGAL DUES FEBRUARY 2025TEAMSTER LOCAL 32002/01/25100-00000-21707 57.24 Total For Check 36981 Check 36982 36982157.72 04/17/2586274GRANICUS Q1 2025Z SYSTEMS, INC04/10/25100-41900-50300 157.72 Total For Check 36982 Check 36983 3698326,121.30 04/24/25502824FEBRUARY 2025 ACCOUNTING SERVICES 90122FS.ABDO LLP02/28/25100-41500-50300 3698310,833.00 04/24/25504353APRIL 2025 FINANCE MGR SERVICES 90122FS.ABDO LLP04/01/25100-41500-50300 36,954.30 Total For Check 36983 Check 36984 3698416.91 04/24/2520250404CITY HALL & CITY PARK 8000014143-4 02/27/25-03/27/26CENTERPOINT ENERGY 04/04/25100-41900-50380 3698476.90 04/24/2520250404CITY HALL & CITY PARK 8000014143-4 02/27/25-03/27/26CENTERPOINT ENERGY 04/04/25100-45200-50380 93.81 Total For Check 36984 Check 36985 20 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36985 3698521.14 04/24/254226023976BLACK MATS-CITY HALLCINTAS - 47004/02/25100-41900-50400 3698525.91 04/24/254226023920SHOP SUPPLIESCINTAS - 47004/02/25100-43100-50400 36985166.76 04/24/254226024124CLOTHINGCINTAS - 47004/02/25100-43100-50417 36985116.77 04/24/254226024033UNIFORMSCINTAS - 47004/02/25100-43100-50417 3698512.67 04/24/254226024033UNIFORMSCINTAS - 47004/02/25601-49400-50210 3698512.66 04/24/254226024033UNIFORMSCINTAS - 47004/02/25602-49450-50210 355.91 Total For Check 36985 Check 36986 369864,185.95 04/24/25399813CIT MARCH 2025 MONTHLY BILLABLE SERVICESCOMPUTER INTEGRATION TECH03/31/25100-41920-50300 3698664.00 04/24/25399814CIT MARCH 2025 MONTHLY BILLABLE SERVICESCOMPUTER INTEGRATION TECH03/31/25100-41920-50300 4,249.95 Total For Check 36986 Check 36987 36987183.73 04/24/25CORC-0008BAL OF REMAINING TIME @ 3/21/25DELETEME BY ABINE INC03/31/25100-42100-50300 183.73 Total For Check 36987 Check 36988 369883,291.60 04/24/250544597LF 5/8X3/4 FIP CPHN L/ SWVL W/ NUT X 40FERGUSON WATERWORKS #251804/04/25601-49400-50227 36988419.80 04/24/2505447113/4 TY C X 1 MIPT MTR END CONN X 20FERGUSON WATERWORKS #251804/04/25601-49400-50227 36988905.19 04/24/250544492LF FIP CPHN L/WEVL W/NUTFERGUSON WATERWORKS #251804/01/25601-49400-50227 4,616.59 Total For Check 36988 Check 36989 369891,641.06 04/24/25100024425603/2025 RADIO FEESHENNEPIN COUNTY INFO TECH04/02/25100-42100-50323 1,641.06 Total For Check 36989 Check 36990 36990349.56 04/24/251000244226MAIL CODE 683 - 03/2025 RADIO FEESHENNEPIN COUNTY INFO TECH04/03/25100-42100-50323 349.56 Total For Check 36990 Check 36991 369915.00 04/24/250034010425002/28/25 - 3/31/25HOLIDAY COMPANIES04/01/25100-42100-50403 3699112.50 04/24/250034010425002/28/25 - 3/31/25HOLIDAY COMPANIES04/01/25601-49400-50400 3699112.50 04/24/250034010425002/28/25 - 3/31/25HOLIDAY COMPANIES04/01/25602-49450-50400 30.00 Total For Check 36991 Check 36992 369923,556.80 04/24/2541243VARIOUS SUPPLIESKRIS ENGINEERING03/28/25100-43122-50224 3699210,903.30 04/24/2541246VARIOUS EQUP & SUPPLIESKRIS ENGINEERING03/31/25100-43125-50210 14,460.10 Total For Check 36992 Check 36993 369932,550.00 04/24/252025-03NORTH METRO RANGE RENTAL 3/25, 3/27CITY OF MAPLE GROVE04/03/25100-42100-50207 2,550.00 Total For Check 36993 Check 36994 3699435.41 04/24/2547023MISC SUPPLIESMENARDS MAPLE GROVE04/01/25100-42100-50210 35.41 Total For Check 36994 Check 36995 3699537,869.50 04/24/254542PERMITS FINALED MARCH 2025METRO WEST INSPECTION SERVICES03/27/25100-42400-50300 37,869.50 Total For Check 36995 Check 36996 21 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 36996 3699667,321.00 04/24/251463060-00YANMAR Z MASTER 7500 QTY 1MTI DISTRIBUTING INC02/25/25416-45200-50580 67,321.00 Total For Check 36996 Check 36997 369978.08 04/24/25594764SPARK PLUG, SPREADER 3 PACKNAPA AUTO PARTS - Corcoran04/01/25100-45200-50210 3699794.98 04/24/25595080SHOP SUPLIESNAPA AUTO PARTS - Corcoran04/03/25100-45200-50210 103.06 Total For Check 36997 Check 36998 36998600.00 04/24/2551009EMR INITIAL 4/17-6/5/25 J. REISNERNORTH MEMORIAL03/31/25100-42100-50207 600.00 Total For Check 36998 Check 36999 3699936,867.00 04/24/2524-26.5CORCORAN COMMUNITY PARK INVOICE 5OERTEL ARCHITECTS04/02/25415-45200-50300 36,867.00 Total For Check 36999 Check 37000 37000102.57 04/24/250284566INSL MIGHTY PROBPOLLARD WATER03/31/25601-49400-50227 102.57 Total For Check 37000 Check 37001 37001482.60 04/24/25I17530479MM DUTY TACT HST HP X 20STREICHER'S POLICE EQUIPMENT03/25/25100-42100-50417 37001315.00 04/24/25I1755163CARRIER, OVERT NASPO HARTNECK 1813-1814STREICHER'S POLICE EQUIPMENT04/04/25100-42100-50417 797.60 Total For Check 37001 Check 37002 37002375.00 04/24/2510667MISC CERTIFICATIONSTACTICAL SOLUTIONS04/04/25100-42100-50300 375.00 Total For Check 37002 Check 37003 37003207,666.56 04/24/2520250416WOODLAND HILLS RECAPTURE AGREEMENT TLACUS HOME LLC DBA LENNAR04/15/25602-49450-50430 207,666.56 Total For Check 37003 Check 37004 37004350.00 04/24/25I26866TRUCK SAFETY BATHROOMSWRUCK SEWER & PORTABLE RENTAL04/04/25207-42100-50210 350.00 Total For Check 37004 22 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/8Page: 04/17/2025 03:10 PM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 04/10/2025 - 04/24/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 147,837.16 Fund 100 GENERAL FUND 16.53 Fund 101 LONG-TERM PLANNING FUND 350.00 Fund 207 TRUCK SAFETY 2,025.00 Fund 408 PAVEMENT MANAGEMENT 61,149.34 Fund 415 PARK CAPITAL FUND 67,321.00 Fund 416 CAPITAL-EQUIPMENT CERTS 5,332.87 Fund 601 WATER 208,104.71 Fund 602 SEWER Fund Totals: 492,136.61 Total For All Funds: 23 STAFF REPORT Agenda Item: 6.c Council Meeting: April 24, 2025 Prepared By: Deb Johnson, City Clerk Kevin Mattson Topic: Amendment to 2025 Fee Schedule Action Required: Approval Summary Revisions were made to the 2025 Fee Schedule: Administrative Fees - addition of Peddler/Transient Merchant License application fee Public Works Fees - change to fees for mowing, mailbox arms and Street Department fees. Recommendation Adopt Ordinance 2025-549 Amending the 2025 Fee Schedule. Council Action Adopt Ordinance 2025-549 Amending the 2025 Fee Schedule Attachments 1. 2025-249 Ordinance Amending the 2025 Fee Schedule.pdf 2. 2025 Fee Schedule Revised 4.24.25.pdf 24 City of Corcoran December 19, 2011 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota ORDINANCE NO. 2025-549 Motion By: Seconded By: AN ORDINANCE AMENDING 2025 FEE SCHEDULE The Corcoran City Council ordains as follows: Section 1. Purpose. The Corcoran City Council has determined that the fees to be charged by the City for development, inspections, and other related services shall be adopted by ordinance. Section 2. Amendment of 2025 Fee Schedule. The fees to be charged by the City of Corcoran for 2025 are listed on the attached Revised Fee Schedule, which is incorporated herein; that said fee schedule is hereby adopted. Section 3. Continuation/Amendment. Any amendment to the fee schedule shall be made annually, or more often if necessary, by ordinance; if there are no amendments to the fee schedule, the most recently adopted fee schedule ordinance shall remain in force and effect until amended. Effective Date.This Ordinance shall be in full force and effect upon its publication and passage. ADOPTED by the City Council on the 24th day of April 24, 2025. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean _______________________________ Tom McKee, Mayor ATTEST: _______________________________________ City Seal Debra Johnson, City Clerk 25 Records & Service for City Document Maps Code Books Recycling Fee Copies City Park - Picnic Facility Labor/Staff Research City Facility Rentals Late Fees / Penalties / Cancellation Processing Fees Liquor/Tobacco Other Permits/Licenses Lawful Gambling Rental License Registration of Cannabis Businesses Police Reports Firearm & Hunting Permits Car Seat Checks Rental Fee Police Patch Vehicle Impound Finger Printing Animal Impound False Alarm Fire/Medical Emergency Event Security Rates False Alarm Police Emergency Communications Systems Fee Burning Permit Fire Department Entry Key Lock Box Equipment Usage Street Department Fees Public Works Labor Grading & Land Disturbance Permit Lawn Mowing - Property Cleanup Overweight Vehicle Permit Swing Away Mail Box Arms Utility Permit Land Use Permit/Application Sign Permit Fence Permit Water Fees Connection Fees Sanitary Sewer Fees Other Utility Fees Building Permit Emergency Communications Systems Fee Plan Review Fee Over the Counter Permit State Surcharge Other Inspections and Fees SEC Fee Certificate of Survey Zoning & Set Back Review Penalty Building Permit and Related Fees Public Works Planning Development & Zoning Fees Utility Rates 2025 FEE SCHEDULE Table of Content Public Safety General Licenses & Permits Administrative Fees Exhibit A: City of Corcoran Fee Schedule 26 Records & Service for City Document (Includes Tax) Assessment Search from County USB Flash Drive Interest charge on 30 day past due Escrow accounts Notary Fee - per document Candidate Filing Fee Code Books Code Book (Codes/Zoning/Subd) Binder Municipal Code Only Subdivision Code Only Zoning Code Only Comprehensive Plan Book Printed - special order Copies Copies Black/White - up to 8 1/2x14 per page Copies Black/White - 11 x 17 per page Copies Color up to 8 1/2x14 pp Copies Color 11x17 Copies Oversize (Larger than 11X17) - Special Order Labor/Staff Research Data Request Retrieval Cost per hour Data Request Copies - Per Page (up to 100 pages) Normal Business Hrs (1 hr minimum) per hour After Hours (1 hr minimum) per hour Late Fees / Penalties / Cancellation Returned Check Fee ACH Return / NSF (non-sufficient fund) Chargeback Delinquent Fee Permit Cancellation Fee Processing Fees Recreation Credit Card Processing Fee - Transactions under $100.00 Recreation Credit Card Processing Fee - Transactions over $100.00 InvoiceCloud Credit Card Processing Fee - Utility Bills ($2.95 minimum) InvoiceCloud Credit Card Processing Fee - Building Permits ($2.95 minimum) InvoiceCloud Credit Card Processing Fee - Invoices ($2.95 minimum) InvoiceCloud Credit Card Processing Fee - Miscellaneous Maps Color Maps - on cardstock Oversized or Laminated - special order Topos - special order Recycling Fee Recycling Fee - Annually Recycling Delinquent Fee Recycling Provider Late Fee City Park - Picnic Facility Group 1 (Local Non-Profit Groups): NW Area Jaycees, Corcoran Lions, Pioneer Society, NW Trails, Corcoran Garden Club, St. John's Lutheran School *Damage deposit required Group 2: Corcoran Residents *Damage deposit required Damage Deposit - Required for All Rentals / Amenities Pavilion Rental Fee Soccer/Football/Baseball - per field (per hour usage | minimum 2 hours) Lights (Lions Field only) - Additional per game Scoreboard and PA System (Snyder Field only | per game)$25.00 $65.00 $35.00 $35.00 ADMINISTRATIVE FEES 2025 FEE SCHEDULE $100.00 $30.00 $30.00 $1.50 Varies Salary of the lowest-paid entity employee who can complete the task $65.00 2025 FEE $25.00 $10.00 10% $1.00 $10.00 $65.00 $100.00 $0.25 $0.55 $1.00 $10.00 3.25% 3.25% $3.00 $2.50 $0.25 Varies $25.00 N/C 4.19% less $4.19 1.25% N/C 10% Discount $100.00 Varies $79.20 $10.00 1.5% per month $350.00 $22.00 $30.00 Exhibit A: City of Corcoran Fee Schedule 27 ADMINISTRATIVE FEES 2025 FEE SCHEDULE 2025 FEE City Facility Rentals Mutiple Date Change Fee (1 Date Change Per Year Free) Liquor/Tobacco Temporary 3.2 Malt Liquor License - 1 - 4 Day Event Temporary Malt Liquor License - 1 - 4 Day Event Temporary 3.2 Malt Liquor License - Annual Max On Sale 3.2 Malt Liquor Off Sale 3.2 Malt Liquor Investigation (New/Transfer License) On Sale Intoxicating Liquor On Sale Wine Off Sale Intoxicating Liquor (Fee limited by State Law) Sunday Sale Intoxicating Liquor (Fee limited by State Law) Investigation Fee (New/Transfer License) 2:00 am Closing Tobacco License Lawful Gambling Exempt Gambling Permit - Held at Non-Premise Permitted Site Exempt Gambling Permit - Held at a Premise Permitted Site (ie. Conducts Regular Charitable Gambling Activities Registration of Cannabis Businesses Cannabis Business Initial Retail Registration Cannabis Business Renewal Retail Registration Cannabis Medical Combination Initial Registration Temporary Cannabis Event Permit $50.00 Civil penalties for illegal sale to a customer without valid registration (subject to M.S. 342.22) First Violation $500.00 Second violation within 36-month $1,000.00 Third and subsequent violation within 36-month $2,000.00 Other Permits/Licenses Fireworks Permit - Per Event Hobby Kennel - Annual Fee Peddler/Transient Mechant License Application effective 04.10.25 $200.00 Solid Waste Hauler License Application Rental Licenses Single-family homes, twin-homes, and townhomes License Fee (per unit) Re-inspection Fee (per unit) Conversion Fee Apartments License Fee (per per building plus $15.00 per unit) Re-inspection Fee (per unit) Conversion Fee $100.00 $100.00 $75.00 $200.00 $75.00 N/C $75.00 $150.00 $50.00 $75.00 N/C $50.00 1/2 the amount of an initial state license fee under M.S. 342.11 or $500, whichever is less 1/2 the amount of an renewal state license fee under M.S. 342.11 or $1,000, whichever is less 1/2 the amount of an initial state license fee under M.S. 342.11 or $500, whichever is less $2,000.00 $150.00 $200.00 $300.00 Paid to State $100.00 $100.00 $25.00 $100.00 $4,000.00 GENERAL LICENSES & PERMITS $25.00 $25.00 $10.00 Exhibit A: City of Corcoran Fee Schedule 28 ADMINISTRATIVE FEES 2025 FEE SCHEDULE 2025 FEE Penalty for renewal applications filed and fees paid after July 1st (renewal date) (for each 30 days after July 1, but no more than 60 days) Filing fee for appeal of compliance order Reinstatement Fee Illegal Rental Operation/Let of Property First Violation Second violation within 24-month Third and subsequent violation within 24-month $100.00 $500.00 $150.00 $100.00 $50.00 $250.00 Exhibit A: City of Corcoran Fee Schedule 29 Police Reports Police Reports - Per Page (up to 100 pages) Audio/Video on USB Flash Drive Normal Business Hrs (1 hr min.) per hour Car Seat Checks Resident Non-Resident - 1st Seat Non-Resident - Additional Seats Police Patch Police Patch - Available Only to Full-time Police Officers Finger Printing Resident Non-Resident Additional Cards - Resident Additional Cards - Non-Resident False Alarm Fire/Medical Emergency 2-3 In any 12-month period ( Each) 4+ In any 12-month period (Each) False Alarm Police 1-3 In any 12-month period 4+ In any 12-month period Burning Permit Valid for 1 month Valid for 6 months Firearm & Hunting Permits Shooting Range Annual Review Fee Goose Lake Hunting Permit Permit to Purchase/Transfer Rental Fee Range contract per day (law enforcement agencies only) Command Post per day Vehicle Impound Vehicle Impound Release Storage Fee Daily Animal Impound 1st Offense (Plus impound fees to shelter) 2nd and Subsequent Offenses (Plus impound fees to shelter) No Kennel License Event Security Rates Officer - per hour Officer - per hour Holiday rate Reserve Officer - per hour Emergency Communications Systems Fee Per Single Residential Unit Up to 4 Units Up to 10 Units For Any Number of Units Above 10 Units Fire Department Entry Key Lock Box DAMA Box and/or Mounting Kits Recreational Vehicle Permit Recreational Vehicle Permit *Term depends on year issued $10.00 $0.25 2025 FEE $25.00 PUBLIC SAFETY $10.00 Salary of the lowest-paid entity employee who can complete the task N/C N/C $5.00 N/C $25.00 N/C $5.00 $75.00 $150.00 $100.00 $250.00 $10.00 N/C Cost plus 10% $10.00 per year $30.00 $100.00 $200.00 $500.00 2025 FEE SCHEDULE $10.00 $50.00 $1,000.00 $21.48 $42.96 $50.00 $100.00 $125.00 $100.00 $250.00 $10.00 $35.00 Exhibit A: City of Corcoran Fee Schedule 30 Equipment Usage Per Hour (Government Agency Assistance) Tractor/Backhoe Dump Truck Front End Wheel Loader Road Grader Skid Loader Wood Chipper Public Works Labor Per Hour Lawn Mowing - Property Cleanup Mowing 1 acre & under Mowing over 1 acre - $315 + additional hourly rate Contract tree and weed removal Contract rubbish removal Swing Away Mail Box Arms (Sales Tax included) Post only (mailbox not included) Post and Installation (mailbox not included) Street Department Fees Street Sign Install Labor (Per hour) Bituminous Trail Reimbursement Cost (per lineal foot) Culvert priced per foot Grading & Land Disturbance Permit Greater than 50 Cubic Yards (or less than 50 Cubic Yards non-exempt) One Acre or greater of disturbance Driveway Review (New or Altered Access) *Escrow Determined by City Engineer or City Representative Engineering Review - per hour Overweight Vehicle Permit Agriculture Commercial Tow Truck Daily Permit - Non Exempt Emergency Seasonal - Emergency (Septic, Liquid Propane & Similar) No Permit Penalty All Charges are Per Truck - Permits are Restricted Utility Permit Utility Work in the Right-of-Way - IE:Comcast, Century Link, CenterPoint Energy, Wright-Hennepin, etc Local Government Unit Fees Non-Refundable Application Fee Escrow Exemption Certificates $200.00 $1,000.00 Determinations $200.00 $1,000.00 Delineation Review $200.00 $2,000.00 Pond Excavations $200.00 $1,000.00 Wetland Replacement Plans <10,000 SF Impact on Single Basins or , 1/4 Acre Impact for Private Driveways $400.00 $2,000.00 All Other Replacement Plans $400.00 $2,500.00 Replacement Plan in Conjunction with Wetland Banking $400.00 $3,500.00 All Other Wetland Banking Applications $400.00 $3,500.00 Monitoring - Per Basin $400.00 $6,000.00 * Additional Weland Replacement Plan and Banking Escrows and Sureities are determined on a site-specific basis. Wetland Conservation Act Violations (Restoration Order) Any person or entity that fails to obtain a permit under City Ordinance prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. PUBLIC WORKS 2025 FEE 2025 FEE SCHEDULE $215.00 Per FEMA's Current Schedule of Equipment Rates $65.00 $315.00 $85.00 Cost + 65.00 Cost + 65.00 $130.00 N/C $75.00 $22.00 Cost + 65.00 $100.00* $300.00* $100.00* Varies - $1,000.00 Minimum Contract Rate $100.00 $750.00 $100.00 N/C Double Fee $65 $100 $165 $65 31 WATER FEES Residential Water Base Fees - per month Water Usage Rates - residential (monthly use) per 1,000 gallons Tier 1: 0 gallons to 4,999 gallons Tier 2: 5,000 gallons to 8,999 gallons Tier 3: 9,000 gallons to 19,999 gallons Tier 4: 20,000 gallons and over Multi-Residential (7+ units) Water Base Fees - per month Water rates - Multi-residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + * REU = residential equivalent unit Non-Residential Water Base Fees - per month Non residential - Under 1" Meter Non residential - 1" to 3" Meter Non residential - Over 3" Meter Water rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Safe Drinking Water Fee (Per MN Safe Drinking Water Act) SANITARY SEWER FEES Residential Sewer Base Fees - per month Sewer rates - residential (monthly use) per 1,000 gallons Existing Customers - Based on Winter Water Usage (November-March) New Customers - Based on 4,500 gallons per month Multi-Residential Sewer Base Fees - per month Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Non-Residential Sewer Base Fees - per month Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Manufactured Homes Park Sewer rates - (monthly use) per 1,000 gallons Maple Hill Estates (804,000 gallons per month) CONNECTION FEES Trunk Line Availability Charge (TLAC) Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Southeast Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Southeast Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Northeast Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Northeast Sewer Trunk Line Availability Charge (TLAC) - per acre Connection Fees - City of Corcoran Water Connection Fee (per unit) - Single Family Water Connection Fee (per unit) - Multi-Family Water Connection Fee (per unit) - Non-Residential Sewer Connection Fee (per unit) - Single Family Sewer Connection Fee (per unit) - Multi-Family Sewer Connection Fee (per unit) - Non-Residential $9,681.86 $13,099.76 $12,852.17 $7,919.16 $1,372.80 $1,096.97 $1,372.80 $1,357.95 $1,086.36 $1,357.95 $3.21 $32.30 $32.30 $3.28 $3.28 $32.30 $3.28 $28.36 $28.36 $36.72 $22.95 $3.21 2025 FEE SCHEDULE UTILITY 2025 FEE $22.95 $2.68 $3.21 $4.02 $5.18 $0.81 $26,256.60 $3.28 $4.19 Exhibit A: City of Corcoran Fee Schedule per SAC unit per month unless exempt per SAC unit per month unless exempt per SAC unit per month unless exempt 32 2025 FEE SCHEDULE UTILITY 2025 FEE Connection Fees - City of Maple Grove (Per Maple Grove Fee Schedule) Water Connection Fee (per unit) - Residential/individual laundry facilities Water Connection Fee (per unit) - Residential/ no individual laundry facilities Water Connection Fee (per acre) - Commercial/Industrial/Mixed Institutional Water Connection Fee (per acre) - All other Churches which do not house weekday school, preschool, and/or daycare activities Parks, per acre (0.5 times low density residential rate) Volumetric Charges - per 1,000 gallons Connection Fees - Metropolitan Council Sewer Access Charge (SAC) Meter Fees Meter - standard Meter - larger than standard Meter Inspection Meter - Temporary Installation OTHER UTILITY FEES Miscellaneous Fees Maple Grove Serviced Properties Broken Water Meter Fee - payable by each user for each month (Based on 4,500 gallons of water used per month) Late/Past Due Payments Delinquent Utility Fee Late Payment Penalty Water Disconnect Water Reconnect Bulk Water Sales Set Up/Administrative Fee Water Meter Rental Deposit Tier 1: 1,000 gallons +$3.21 Cost plus 10% $12.05 $10.00 10% of unpaid bill $65.00 $65.00 $65.00 $1,000.00 $6,613.00 $1,654.00 $2.60 $2,485.00 Cost plus 10% Cost plus 10% $65.00 $65.00 $13,226.00 $3,306.00 $2,645.00 Exhibit A: City of Corcoran Fee Schedule Market Price Market Price 33 Land Use Permit/Application Type Non-Refundable Application Fee Escrow Agriculture Preserve Application - Placement (fee limited by state) $50.00 Agriculture Preserve Application - Removal (fee limited by state) $50.00 Administrative Permit $100.00 $1,000.00 Minor Subdivision, Lot Line Adjustment/Consolidation $100.00 $1,500.00 Certificate of Compliance $80.00 Development Rights Appeal $100.00 $500.00 Comprehensive Plan Amendment $1,000.00 $2,200.00 Conditional Use Permit (CUP)$550.00 $2,200.00 Conditional Use Permit (CUP) Amendment $200.00 $1,000.00 Environmental Review $500.00 $5,000.00 Interim Use Permit $500.00 $2,000.00 Final Plat – Base Fee Regular / OSP $400.00 $5,000.00 Final Plat – Per Lot Regular /OSP $15.00 Residential Park Dedication Fees (Subdivision Ordinance) Section 955 Single Family Per Unit $5,954.00 Multi Family Per Unit $4,040.00 Commerical and Industrial Per Acre $5,866.00 Preliminary Plat – Base Regular / OSP $400.00 $5,000.00 Preliminary Plat – Per Lot Regular / OSP $15.00 PUD -Preliminary Development Plan $575.00 $5,000.00 PUD - Final Development Plan $500.00 $5,000.00 PUD - Sketch Plat/Plan Review $450.00 $2,000.00 Rezoning $575.00 $2,000.00 Sign - Wetland Buffer Sign (per sign - requires site inspection)$20.00 Sign - Development Notice Sign First Sign $165.00 Each Additional Sign $50.00 Site Plan $425.00 $1,500.00 Site Plan Amendment - Minor $200.00 $1,000.00 Sketch Plat/Plan Review - Regular / OSP $450.00 $1,750.00 Topography Exemption, Wetland Waiver, Electronic File Waiver $200.00 $1,000.00 Vacation $350.00 $1,000.00 Variance $550.00 $2,000.00 Zoning/Subdivision Code Amendment $700.00 $2,000.00 Zoning Letter $65.00 Infrastructure Feasibility Study / Review $5,000.00 Additional Escrow May Be Required on a Project by Project Basis Meeting with City Consultants and City Staff (first hour no charge)Over 1 hour Contract fee $500.00 Public Works Director Review - per hour $90.00 Development Superintendent/Engineer Review - per hour $75.00 Additional Escrow May Be Required on a Project by Project Basis City Planner Review - per hour $65.00 Community Development Director Review Fee - per hour $85.00 Additional Escrow May Be Required on a Project by Project Basis Fence Permit Fence (residential within 6’ of property line)$35.00 Zoning and Setback Review Only Sign Permit No Planning Commission Review - Temporary $35.00 No Planning Commission Review - Permanent $150.00 PLANNING DEVELOPMENT AND ZONING 2025 FEE Any fence taller than 7’ requires a building permit fee based on valuation + state surcharge 2025 FEE SCHEDULE Exhibit A: City of Corcoran Fee Schedule 34 WATER FEES Residential Water Base Fees - per month Water Usage Rates - residential (monthly use) per 1,000 gallons Tier 1: 0 gallons to 4,999 gallons Tier 2: 5,000 gallons to 8,999 gallons Tier 3: 9,000 gallons to 19,999 gallons Tier 4: 20,000 gallons and over Multi-Residential (7+ units) Water Base Fees - per month Water rates - Multi-residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + * REU = residential equivalent unit Non-Residential Water Base Fees - per month Non residential - Under 1" Meter Non residential - 1" to 3" Meter Non residential - Over 3" Meter Water rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Safe Drinking Water Fee (Per MN Safe Drinking Water Act) SANITARY SEWER FEES Residential Sewer Base Fees - per month Sewer rates - residential (monthly use) per 1,000 gallons Existing Customers - Based on Winter Water Usage (November-March) New Customers - Based on 4,500 gallons per month Multi-Residential Sewer Base Fees - per month Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Non-Residential Sewer Base Fees - per month Sewer rates - non residential (monthly use) per 1,000 gallons Tier 1: 1,000 gallons + Manufactured Homes Park Sewer rates - (monthly use) per 1,000 gallons Maple Hill Estates (804,000 gallons per month) CONNECTION FEES Trunk Line Availability Charge (TLAC) Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Southeast Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Southeast Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Northeast Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Northeast Sewer Trunk Line Availability Charge (TLAC) - per acre Connection Fees - City of Corcoran Water Connection Fee (per unit) - Single Family Water Connection Fee (per unit) - Multi-Family Water Connection Fee (per unit) - Non-Residential Sewer Connection Fee (per unit) - Single Family Sewer Connection Fee (per unit) - Multi-Family Sewer Connection Fee (per unit) - Non-Residential $0.81 $26,256.60 $3.28 $4.19 2025 FEE SCHEDULE UTILITY 2025 FEE $22.95 $2.68 $3.21 $4.02 $5.18 $22.95 $3.21 $28.36 $28.36 $36.72 $3.21 $32.30 $32.30 $3.28 $3.28 $32.30 $3.28 $9,681.86 $13,099.76 $12,852.17 $7,919.16 $1,372.80 $1,096.97 $1,372.80 $1,357.95 $1,086.36 $1,357.95 Exhibit A: City of Corcoran Fee Schedule 35 2025 FEE SCHEDULE UTILITY 2025 FEE Connection Fees - City of Maple Grove (Per Maple Grove Fee Schedule) Water Connection Fee (per unit) - Residential/individual laundry facilities Water Connection Fee (per unit) - Residential/ no individual laundry facilities Water Connection Fee (per acre) - Commercial/Industrial/Mixed Institutional Water Connection Fee (per acre) - All other Churches which do not house weekday school, preschool, and/or daycare activities Parks, per acre (0.5 times low density residential rate) Volumetric Charges - per 1,000 gallons Connection Fees - Metropolitan Council Sewer Access Charge (SAC) Meter Fees Meter - standard Meter - larger than standard Meter Inspection Meter - Temporary Installation OTHER UTILITY FEES Miscellaneous Fees Maple Grove Serviced Properties Broken Water Meter Fee - payable by each user for each month (Based on 4,500 gallons of water used per month) Late/Past Due Payments Delinquent Utility Fee Late Payment Penalty Water Disconnect Water Reconnect Bulk Water Sales Set Up/Administrative Fee Water Meter Rental Deposit Tier 1: 1,000 gallons + $13,226.00 $3,306.00 $2,645.00 $6,613.00 $1,654.00 $2.60 $2,485.00 Cost plus 10% Cost plus 10% $65.00 $65.00 $3.21 Cost plus 10% $12.05 $10.00 10% of unpaid bill $65.00 $65.00 $65.00 $1,000.00 Exhibit A: City of Corcoran Fee Schedule 36 TOTAL VALUATIONS BUILDING PERMIT FEE SCHEDULE (Residential & Commercial) $1.00 to $500.00 $21.00 $501.00 to $2,000.00 $21.00 for the first $500.00 plus $2.75 for each additional $100.00, or fraction thereof, to and including $2,000.00. $2,001.00 to $25,000.00 $62.25 for the first $2,000.00 plus $12.50 for each additional $1,000.00, or fraction thereof, to and including $25,000.00. $25,001.00 to $50,000.00 $349.75 for the first $25,000.00 plus $9.00 for each additional $1,000.00, or fraction thereof, to and including $50,000.00. $50,001.00 to $100,000.00 $574.75 for the first $50,000.00 plus $6.25 for each additional $1,000.00, or fraction thereof, to and including $100,000.00. $100,001.00 to $500,000.00 $887.25 for the first $100,000.00 plus $5.00 for each additional $1,000.00, or fraction thereof, to and including $500,001.00 to $1,000,000.00 $2,887.25 for the first $500,000.00 plus $4.25 for each additional $1,000.00, or fraction thereof, to and including $1,000,001.00 and up $5,012.25 for the first $1,000,000.00 plus $2.75 for each additional $1,000.00, or fraction thereof BUILDING VALUATION STATE SURCHARGE* One Million or less .0005 x valuation with minimum of $1.00 for Flat Rate Permits [up to $10,010 valuation] $1,000,001 to $2,000,000 $ 500 + .0004 x (Value -$1,000,000) $2,000.001 to $3,000,000 $ 900 + .0003 x (Value - $2,000,000) $3,000,001 to $4,000,000 $1200 + .0002 x (Value - $3,000,000) $4,000,001 to $5,000,000 $1400 + .0001 x (Value - $4,000,000) Greater than $5,000,000 $1500 + .00005 x (Value - $5,000,000) 2025 FEE SCHEDULE BUILDING PERMIT AND RELATED Sediment and Erosion Control (SEC) Fee: .0005 x permit valuation for all new construction, additions, accessory buildings, etc. Minimum $150.00 New Home or Commercial Construction, Minimum $50.00 on any other non-exempt construction. ZONING AND Set Back Review : $25.00 for permits requiring review, $75.00 for New Construction plus any costs for City Planner to review. Agricultural Structure requires a Certificate of Compliance. EMERGENCY COMMUNICATIONS SYSTEMS FEE: $100.00 for new construction single family homes. Multiple residential unit rates per adopted fee schedule. Building Permit Fee - Fee is 100% of the adopted fee schedule above, plus applicable reviews, and State surcharge fees as listed below. Plan Review Fee: 65% of the Building Permit Fee calculated from the above schedule. Similar Plan Review Fee: 25% of the Building Permit Fee calculated from the above schedule. (Per MN State Building Code 1300.0160 Subp. 5 and 6) PLAN REVIEW FEE IS NON-REFUNDABLE STATE SURCHARGE: Based on the table below. For valuation use the fees listed above Exhibit A: City of Corcoran Fee Schedule 37 2025 FEE SCHEDULE BUILDING PERMIT AND RELATED Re-Roof, Re-side and Windows $90.00 each + State Surcharge Fee ($1.00) Commercial Re-roof, Re-side, Window/Door Replacement (with no alterations to openings; review and applicable fees apply if alterations are required) Based on Valuation, Permit fee and State Surcharge Only (if no review required). Add review fee if alterations are required. General Plumbing (Residential) $50.00 minimum + additional $5.00 per fixture + Water Heaters / Water Softeners (change out only)Water Heater $35.00 per unit + State Surcharge Fee ($1.00) Water Softener $35.00 per unit + State Surcharge Fee ($1.00) Water Heaters / Water Softeners (replacement)$35.00 per unit + State Surcharge Fee ($1.00) Mechanical (Residential) $75.00 per unit + State Surcharge Fee ($1.00) (Furnace, AC or Gas line) Additional $10.00 gas fitting/connection fee for each unit over 3 units The following qualify as a “unit” Furnace, AC, Air Exchange, In-floor heat, Boiler, Geothermal System, Ground System Heat Pump, Garage Heater, etc. Gas Fireplace $75.00 + State Surcharge Fee ($1.00) Inspection outside normal business hours; minimum two hour $90.00 per hr. Re-inspection Fee (minimum one hour charge)$65.00 per hr. Inspections for which no fee is specifically indicated (Minimum one hour charge) $65.00 per hr. Site Inspection Fee RESIDENTIAL $45.00 ea. COMMERCIAL $80.00 ea. Additional plan review required by changes, additions, or revi $60.00 per hr. Miscellaneous and special services per contract $60.00 per hr. Water Hook Up/Connection Permit (Plan review and inspectio $100.00 Sewer Hook Up/Connection Permit (Plan review and inspecti $100.00 Pre-Move inspection $150.00 ea. Moved – In structure (not including foundation, interior remod $250.00 ea. Commercial Plumbing permit and plan review Based on valuation Commercial Mechanical permit and plan review Based on valuation Electrical Inspections (Residential & Commercial)Per State Inspector Demolition Residential $150.00 + State Surcharge ($1.00) Commercial $250.00 + State Surcharge ($1.00) Mobile Home Installation $250.00 + State Surcharge ($1.00) Permit Cancellation Fee $35.00 + Plan Review Fee Replacement Permit Card Fee $35.00 Expired Permit Re-issue Fee (Expired permits may be re- issued at the diescrection of the City.) $35.00 Minimum up to 100% of permit fee *See Public Works Fee Schedule for Land Disturbance and Utility Permits OTHER INSPECTIONS AND FEES *State Surcharge fee is subject to State changes. OVER THE COUNTER PERMITS Exhibit A: City of Corcoran Fee Schedule 38 2025 FEE SCHEDULE BUILDING PERMIT AND RELATED New Construction Escrow (grading and landscaping; due at permit issuance) $5,000.00 minimum ($10,000.00 maximum) Driveway $5,000.00 Wetland buffer $3,000 Damaged sidewalk, trail, city infrastructure, or neighboring property $1,000.00 - $5,000.00 Other incomplete site work Varies based on estimate Financial Guarantee (Escrow/Contractor Surety) A refundable financial guarantee may be required on some projects. The amount shall be determined based on the project. A minimum of $1,000 cash escrow shall be deposited for all projects requiring a financial guarantee and shall be due prior to permit issuance. The escrow may include charges for staff time and/or costs incurred by the City to gain compliance with project requirements. All fees are to be paid at time of permit issuance City Ordinance Title IV: 40-2 Certificate of Survey requirement. A certificate of survey shall be required with all building permit applications for new construction and building permits that enlarge or alter the footprint of an existing structure. Application for exemption (Building permits only) – If the proposed structure meets all of the required setbacks from the property line, flood plain, wetlands and easements by two times. Certificate of Survey PENALTY Any person or entity that fails to obtain a permit under City Ordinance Title lV: 40-40.04 prior to performing work shall pay a penalty of two times the original permit fee and shall be required to pay all costs associated with enforcement, including reasonable attorney’s fees. New Construction Escrow Additional Escrow may be required if any site work is incomplete at C.O. per the fee schedule below Exhibit A: City of Corcoran Fee Schedule 39 STAFF REPORT Agenda Item: 6.d Council Meeting: April 24, 2025 Prepared By: Jay Tobin, City Administrator Topic: 2023A Bond Reallocation Action Required: Adopt Resolution 2025-39 Approving 2025 Transfer Summary City Management and the City Council wish to reallocate to Funds from the 419 Hackamore Road project to 434 City Center Drive and Horseshoe Road project to address immediate infrastructure needs. Recommendation Adopt Resolution 2025-39 Approving a one-time transfer from Fund 419 Hackamore Road to Fund 434 City Center Drive & Horseshoe Road. Council Action Adopt Resolution 2025-39 Approving 2025 Transfer Attachments 1. Memo - 2025 Transfer Funds.pdf 2. Resolution 2025-39 Approving 2025 Transfer.pdf 40 MEMO TO: JAY TOBIN FROM: KASHA GANSKY, ABDO FINANCIAL SOLUTIONS SUBJECT: 2025 ONE-TIME TRANSFER DATE: APRIL 17, 2025 BACKGROUND In May of 2023, the City issued General Obligation Improvement Bonds to finance City Center Drive Street & Private Development Property Grading Portion, Horseshoe Road, Hackamore Road, and water system improvements. A construction fund (Fund 434) was established to account for road improvement projects. The City had initially allocated $920,000 from the 2023A bond proceeds to the Hackamore Road project (Fund 419). However, it has been determined that these funds are no longer needed for the Hackamore Road project. To address immediate infrastructure needs of the City Center Drive project, it is proposed that these funds and associated interest earned of $37,739.99 be reallocated to Fund 434 (City Center Drive & Horseshoe Road). RECOMMENDATIONS We recommend the City Council approve the proposed Resolution which will allow for a one-time transfer of $957,739.99 from Fund 419 (Hackamore Road) to Fund 434 (City Center Drive & Horseshoe Road). This transfer will reallocate the unused bond proceeds to support the necessary improvements for the City Center Drive project. By approving this transfer, the City can ensure that the available funds are utilized efficiently and effectively to meet the critical infrastructure needs of the community. ACTION REQUESTED Approval of the attached Resolution authorizing the transfer of $957,739.99 from Fund 419 (Hackamore Road) to Fund 434 (City Center Drive & Horseshoe Road). 41 RESOLUTION NO. 2025 - 39 RESOLUTION APPROVING 2025 TRANSFER Motion By: Seconded By: WHEREAS, City Management and the City Council of the City of Corcoran has determined that the $920,000 originally allocated to Fund 419 Hackamore Road are no longer needed for that project; and WHEREAS, Interest was allocated to Fund 419 Hackamore Road in the amount of $37,739.99 associated with the above $920,000; and WHEREAS, City Management and the City Council wish to reallocate to Fund 434 City Center Drive & Horseshoe Road project to address immediate infrastructure needs in that area; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council hereby approves the following: • A one-time transfer from Fund 419 Hackamore Road to Fund 434 City Center Drive & Horseshoe Road in the amount of $957,739.99; Adopted by the City Council of the City of Corcoran, Hennepin County, Minnesota, this 24th day of April, 2025. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 24th day of April, 2025. ______________________________ Tom McKee, Mayor Attest: ______________________________ Debra Johnson, City Clerk 42 STAFF REPORT Agenda Item: 6.e Council Meeting: April 24, 2025 Prepared By: Nalisha Williams Ryan Ganner Topic: Request for Proposal for Private MN Paid Family & Medical Leave Options Action Required: Approval Summary The Minnesota Paid Family & Medical Leave (MN PFML) Law is scheduled to be effective 01/01/2026. The City of Corcoran, as an employer, is subject to the MN PFML Law. PFML Law allows employers the option to elect either the State administered plan or a private plan offered by insurance carriers that are approved by the State of MN. The private plan benefit offerings must meet or exceed the State plan. The City would like to allow our ancillary benefits broker, Integrity Employee Benefits, LLC, to conduct a Request for Proposals (RFP) on the City's behalf to obtain plan design proposals and pricing quotes for private options. The RFP will satisfy MN Statute 471.6161. Additionally, this MN PFML RFP does not obligate the City to choose a private PFML plan. Proposals will be brought to a future City Council meeting for final approval. Recommendation Consider a motion to authorize Request for Proposal for Private MN Paid Family & Medical Leave Options Council Action Approve Request for Proposal for Private MN Paid Family & Medical Leave Options Attachments 1. PFML RFP Timetable - Integrity Employee Benefits.pdf 2. City of Corcoran - Draft RFP Specifications for Private MN PFML.pdf 43 Integrity Employee Benefits – PFML RFP Timetable Integrity forwards an RFP Timetable to the group, along with advertisement language to be placed in a local paper or trade paper 21 days prior to the Proposal Due Date. Integrity electronically forwards specifications to all potential bidders/carriers. Proposal Due Date - proposals are received by Integrity Employee Benefits. There is no formal opening. Integrity forwards spreadsheet analysis including contract comparison and proposed rates to the employer. If applicable, the successful private PFML carrier is notified. If applicable, Integrity communicates the selected private PFML plan to employees. Date Completed April May 5 May 27 June/July Aug/Sept Open Enrollment Plan Effective Date: January 1st, 2026 44 City of Corcoran Request for Proposal for MN Paid Family & Medical Leave Release Date May 5th, 2025 Proposal Due Date May 27th, 2025 Plan Effective Date January 1st, 2026 Prepared by: 45 2 May 5th, 2025 To: Vendors quoting on City of Corcoran City of Corcoran is requesting proposals for MN Paid Family & Medical Leave. You are invited to submit your proposal for the above coverage based on the information contained in this Request for Proposal. Unless specifically noted, City of Corcoran will assume that your proposal conforms to the specifications stated in this Request for Proposal. Integrity Employee Benefits, LLC is City of Corcoran’s consultant in the RFP process. Any requests for clarification or additional information should be directed to the contacts below by May 15th, 2025: Integrity Employee Benefits 651-437-7977 integrity@integrityeb.com Key dates to keep in mind: May 27th, 2025 by 3pm Proposals due January 1st, 2026 Effective date of coverage Information Included: Group Census 46 3 City of Corcoran Request for Proposals for MN Paid Family & Medical Leave General Conditions and Stipulations The following information is provided for your use in preparing your proposal. It will be assumed that your proposal is based on these specifications unless your response specifically states otherwise. I. Proposal Deadline: Proposals must be returned electronically by EMAIL to Integrity Employee Benefits by 3pm, May 27th, 2025: Integrity Employee Benefits integrity@integrityeb.com Mailed or faxed proposals will not be accepted. If the respondent cannot or does not wish to submit a proposal, please forward an email to Integrity Employee Benefits to this effect by May 15th, 2025. II. Proposal Form: Please submit proposals on the Proposal Forms included with these specifications. The proposals submitted in response to this request will be considered the only submission; revised proposals will not be allowed after the proposal return date unless requested by City of Corcoran. Only submissions submitted through this RFP process and complying with the specifications will be accepted by City of Corcoran. The proposal form and completed questionnaire are the only information necessary to bid. For ease of handling, please keep non-essential marketing materials to a minimum. III. Plan Year: The initial term is defined as: Start date: January 1st, 2026 End date: December 31st, 2026 Renewals: Subsequent January 1 for full one-year periods IV. The information furnished by City of Corcoran is correct and accurate to the best of our knowledge. Any changes or additions will be provided as necessary. Questions can be sent to integrity@integrityeb.com on or before May 15th, 2025. V. Group Information: City of Corcoran 8200 County Road 116 Corcoran, MN 55340 VI. There will be no formal bid opening. Final results may be requested from Integrity Employee Benefits, LLC following the final selection of coverage by the group. VII. Renewal, Plan Information and Claims Experience: City of Corcoran’s consultant and Agent of Record, Integrity Employee Benefits, LLC has been asked by the group to communicate and monitor the plan throughout the plan year. By submitting a proposal you guarantee that renewal rates, experience, plan information, answers to questions, employee benefit election data, bidder correspondence and enrollment materials will be provided directly to Integrity Employee Benefits, LLC. VIII. Direct Invitees: City of Corcoran is requesting proposals be submitted directly from insurance companies. Integrity Employee Benefits, LLC will accept only one proposal from each insurance company. No duplicate proposals are desired. 47 4 IX. Requested Compensation: 5% Flat Broker compensation to be included in the rates and be paid directly to City of Corcoran’s consultant/Agent of Record Integrity Employee Benefits, LLC, by the successful bidder. X. Rates and Plan Design: Multiple year rate guarantees are encouraged. Plan designs are to be in compliance with the State of Minnesota Paid Family & Medical Leave law. XI. City of Corcoran reserves the right to reject any and all proposals that are deemed not to be in the best interest of the group and its employees. Each proposal meeting the requirements of this RFP will be reviewed in detail. Evaluation criteria includes, but is not limited to, premium rates, rate guarantees, basis of renewal ratings, policy form, ease of administration, and the financial reliability of the carrier. XII. Deviations: Please quote plans to match current and specified alternative as closely as possible. Deviations from the specifications should be clearly noted. Any deviation deemed to be significant by City of Corcoran may disqualify the proposal. City of Corcoran and Integrity Employee Benefits reserve the right to accept or reject any or all proposals, or any part thereof, and to waive any informalities or irregularities. We also reserve the right to negotiate plan amendments and/or modifications to financial or administrative agreements and contracts or call for new proposals. Your proposal (including completed specification forms) and any subsequent modifications will become part of the contractual obligation and incorporated by reference into the ensuing contract. XIII. Compliance: All proposers agree to comply with Federal, State and local laws, ordinances, rules, regulations or executive orders pertaining to unlawful discrimination on account of race, color, creed, religion, national origin, sex, marital status, disability or age. XIV. Continuity of Coverage: All eligible employees must be able to participate. XV. Insurer Rating: All insurance companies submitting proposals must be authorized to transact business in Minnesota have no less than an “A-” rating from A.M. Best for the last five years. XVI. Contributions: All eligible employees participate in the MN PFML plan. The plan premiums are 50% employer-paid and 50% employee-paid. XVII. Eligibility: Conforms with MN PFML eligibility rules. 48 STAFF REPORT Agenda Item: 6.f Council Meeting: April 24, 2025 Prepared By: Dwight Klingbeil Topic: Commercial Kennel Zoning Ordinance Amendment (City File 25-005) Action Required: Decision Summary Maureen and Jeff Clipperton wish to expand their current Commercial Kennel operation to allow additional training capacity on their property. The application narrative providing additional context is attached to this report. In order to expand their business, the Clipperton’s request approval of a zoning ordinance amendment to allow commercial kennels in the Rural Residential (RR) District. Recommendation Staff and Planning Commission recommend approval of the following: a. Ordinance 2025-547 amending Sections 1040.030 establishing Commercial Kennels as an interim use in the Rural Residential district. b. Ordinance 2025-548 Summary Ordinance of Ordinance 2025-547. c. Resolution 2025-37 Approving the Findings of Fact for Ordinance 2025-547. Council Action Decision Attachments 1. 2025-04-24 CC Packet - Commercial Kennel ZOA.pdf 49 Page 1 of 5 STAFF REPORT City Council Meeting: April 24, 2025 Prepared By: Dwight Klingbeil Topic: Commercial Kennel Zoning Ordinance Amendment (City File No. 25-005) Action Required: Decision 1.Application Request Maureen and Jeff Clipperton wish to expand their current Commercial Kennel operation to allow additional training capacity on their property. The application narrative providing additional context is attached to this report. In order to expand their business, the Clipperton’s request approval of a zoning ordinance amendment to allow commercial kennels in the Rural Residential (RR) District. 2.Planning Commission Review The Planning Commission held a public hearing on this item at their April 3, 2025 meeting. There were no speakers during the public hearing. After some discussion, the Planning Commission unanimously recommended approval of the ordinance and resolution as drafted. 3.Background On March 17, 2005, the City Council approved Resolution 2005-30 approving a Conditional Home Occupation License for Jeffrey and Maureen Clipperton for the operation of a dog kennel at 10800 Trail Haven Road. In 2017, the City Council grew concerned with the number of commercial kennels operating in the RR & UR districts. As such, Council directed Staff to revise the ordinance to eliminate commercial dog kennels as an allowed use in the residential districts, allowing them only in select commercial districts. On June 28, 2018, following a 3-0-2 vote, the Council adopted Ordinance 2018-365, which removed Commercial Kennels as a permitted use in all residential districts. 4.Context Chapter 81 of the City Code regulates animal keeping in the City of Corcoran. This Chapter identifies two types of kennels: Commercial Kennels and Hobby Kennels. These are defined as: COMMERCIAL KENNEL. A structure or premises where dogs are kept or possessed for the business of boarding, breeding, grooming and or training for profit. 50 Page 2 of 5 HOBBY KENNEL. A structure or premises that is located in a residential area that is not operated as a business for the sale, breeding, grooming, boarding, or training but rather as a hobby. Wherein the dogs are kept exclusively as personal/family pets. Hobby Kennels are allowed in every residential zoning district within the City, while Commercial Kennels are allowed in the Rural Commercial (C-R), Neighborhood Commercial (C-1), and Community Commercial (C-2) districts with the approval of a Conditional Use Permit. There is only one commercial kennel within these districts, with an additional commercial kennel being constructed now (Red Barn Pet Retreat). At the time of the previous amendment to Chapter 81, there were four commercial kennels operating under the Conditional Home Occupation License. A review of the current home occupation listings and planning files show that there are currently two legal non-conforming Commercial Kennels in residential districts across the City. These kennels are as follows: a. Clipperton’s dog kennel at 10800 Trail Haven Road b. Red Barn Pet Retreat at 19520 Stieg Road 5. Analysis Nearby Cities Staff reviewed several cities around the region to understand how other communities address dog kennels. Of the cities referenced, only Greenfield differentiated between Commercial Kennels and Hobby Kennels. The other cities only contained definitions for Kennels. Additionally, all the referenced cities permit kennels in at least two of their zoning districts, though the specific districts vary by city. Some cities restrict kennels to commercial and industrial zones, while others permit kennels within agricultural and rural residential districts. Staff determined that allowing kennels in agricultural or residential districts is not an uncommon practice among neighboring municipalities. Below is a breakdown of the findings from the research of zoning requirements from the surrounding cities: Zoning Districts City Allowed via CUP Allowed via IUP Greenfield Rural Residential (RR) Greenfield (commercial) Commercial Retail District (B-1), General Business District (B-2) Industrial (IND) Independence Agricultural District Rural Residential (RR) 51 Page 3 of 5 Rockford Highway Commercial District Public District Agricultural Residential (AR) Single-Family Residence (R-1) Medium Density Residence (R- 2) Medina Business District Commercial Highway District Mixed-Use Rogers Agricultural District Rural Residential (RR) A review of the zoning regulations of nearby cities revealed a range of performance standards for kennels, including: • Licensing – Kennels must obtain a City-issued license before operation. • Lot Size – A minimum lot size of one acre is required. • Security – All kennels and shelters must be enclosed or fenced to prevent animal escape. • Inspections – Kennels must remain open to inspections by health and animal control officers. • Setbacks – Outdoor animal areas must be at least 125 feet from residential property lines; indoor facilities must be at least 50 feet away. • Space requirements – A minimum of 100 sq. ft. is required per dog, and each dog must have an individual cage or air kennel. • Outdoor Facilities – An exercise area must be provided, which must be fenced, cleaned regularly, and connected to the facility by a fenced run. • Sound Mitigation – Any facility sharing walls, floors, or ceiling with another use must be soundproofed to meet a Sounds Transmission Class (STC) rating of 55 or higher. If the amendment is approved, Commercial Kennels in the RR district would be subject to the Interim Use Permit standards outlined in Section 1070.030, The evaluation criteria of the IUP is as follows: A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. 52 Page 4 of 5 c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. g. The conditional use and site conforms to performance standards as specified by this Chapter. B. The use is allowed as an interim use in the respective zoning district. C. The date or event that will terminate the use can be identified with certainty. D. The use will not impose additional unreasonable costs on the public. E. The user agrees to any conditions that the City Council deems appropriate for permission of the use. Staff believes Commercial Kennels approved through a CHOL would contain a number of conditions similar to the performance standards found in other cities. However, Staff finds it reasonable that additional performance standards be required for commercial kennels in the RR district. For consistency with Hobby Kennel space requirements, and setback requirements of animal shelters in residential districts, staff proposes the following performance standards for commercial kennels in the RR district: 1. Commercial kennels must have a secured fenced area to prevent dogs running at large. The fenced area must contain at least 35 square feet per dog and shelter from the weather. 2. The kennel facility must be setback at least 75 feet from any residential structure of another person and must comply with all setback requirements as identified in Section 1030.020 of the zoning ordinance. Code Enforcement History Staff reviewed code enforcement files dating back to 2009 to understand previous nuisance issues caused by commercial dog kennels. Of the properties containing commercial dog kennels, both active and inactive, the City received two code 53 Page 5 of 5 complaints. One complaint was parking related, and the other was a weed nuisance complaint. Neither of which were related to the Commercial Kennel on the property. Summary From staff’s research of standards in nearby cities and code enforcement complaints in Corcoran, staff finds the request to be reasonable and recommends approval of an amendment to Section 1040.030 to allow Commercial Kennels as an Interim Use in the RR district. The proposed verbiage is provided in the draft Ordinance attached to this report. 6. Recommendation Staff and Planning Commission recommend approval of the following: a.Ordinance 2025-547 amending Sections 1040.030 establishing Commercial Kennels as an interim use in the Rural Residential district. b.Ordinance 2025-548 Summary Ordinance of Ordinance 2025-547. c.Resolution 2025-37 Approving the Findings of Fact for Ordinance 2025-547. Attachments: 1.Ordinance 2025-547 Amending Title X to allow commercial kennels as an interim use in the RR district 2.Ordinance 2025-548 Summary Ordinance of Ordinance 2025-547 3.Resolution 2025-37 Findings of fact for Ordinance 2025-547 4.Applicant Narrative 54 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota ORDINANCE NO. 2025- Motion By: Seconded By: CITY OF CORCORAN AN ORDINANCE AMENDING THE TEXT OF CHAPTER 81 AND CHAPTER 1040 OF THE CORCORAN CITY CODE RELATED TO COMMERCIAL DOG KENNELS (CITY FILE 25-005) THE CITY OF CORCORAN ORDAINS: SECTION 1. Amendment of the City Code. The text of Chapter 1040.030 Subd. 5(D). “Rural Residential District (RR)” (Zoning Ordinance) of the Corcoran City Code is hereby amended by deleting the stricken material and adding the underlined material as follows: A. Temporary living quarters, subject to the standards in Section 1030.040 (Temporary Structures) of the Zoning Ordinance. B. Commercial Kennel, subject to the following: 1. Chapter 81 of the City Code 2. Commercial kennels must have a secured fenced area to prevent dogs running at large. The fenced area must contain at least 35 square feet per dog and shelter from the weather. 3. The kennel facility must be setback at least 75 feet from any residential structure of another person and must comply with all setback requirements as identified in Section 1030.020 of the zoning ordinance. C. Conditional Home Occupation License (CHOL) as allowed by Section 1030.100 (Home Occupations) of the Zoning Ordinance. D. Event Centers, subject to the following: 1. The hours of operation shall be no later than 10:00 pm. daily. 2. The number of guests will be approved by the City based on the size of site, structures, parking availability, and other relevant factors. 3. Noise from an event shall comply with Section 82.04 Subd. 4 of the City Code. 55 Page 2 of 3 4. No sound amplifications systems may be used outdoors after 10:00 p.m. 5. Sanitary facilities adequate for the number of attendees shall be provided as determined by the adopted Minnesota State Building Code, as may be amended from time to time. Portable toilets may be approved for temporary use and must be screened from view from roads and neighboring properties by landscaping or a wooden enclosure. No portable toilets shall be located closer than 400 feet from a neighboring residential structure. 6. Off street parking shall be provided to accommodate 1 stall per 2 guests. Off street parking shall meet the same minimum setbacks as the principal structures in the zoning district. Off street parking must be on an improved surface such as class 5 gravel or pavement. 7. Screening may be required for outdoor facilities related to the event center and may permanent include landscaping, berms, fences, or walls. 8. Lighting shall comply with all ordinance requirements in Section 1060.040 of the Zoning Ordinance. 9. No overnight camping shall be allowed as part of an event center. 10. As part of the IUP, the City may approve signage for the event center. Consideration shall be given to the sign area, height, location and potential impacts on adjacent properties. 11. Compliance with all applicable regulations including State Health Code, State building codes, and local liquor licensing requirements. SECTION 5. Effective Date. This Ordinance shall be in full force and effect upon its passage. 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 Ordinance is hereby declared adopted on this 24th day of April 2025. 56 Page 3 of 3 ________________________________ Tom McKee – Mayor City Seal ATTEST: ____________________________________ Deb Johnson – City Clerk 57 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota Page 1 of 1 ORDINANCE NO. 2024-535 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2024-534 AN ORDINANCE AMENDING THE TEXT OF THE CORCORAN CITY CODE (CITY FILE 25- 005) Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended to allow commercial kennels as an interim use in the Rural Residential district. A printed copy of the entire amendment is available for inspection by any person at City Hall during the City Clerk’s regular office hours. 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 Ordinance is hereby declared adopted on this 24th day of April 2025. ________________________________ Tom McKee – Mayor City Seal ATTEST: ____________________________________ Deb Johnson – City Clerk 58 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING FINDINGS OF FACT FOR AN AMENDMENT TO TITLE X TO ALLOW COMMERCIAL KENNELS AS AN INTERIM USE IN THE RURAL RESIDENTIAL DISTRICT (CITYWIDE) (CITY FILE NO. 25-005) WHEREAS, Jeffrey and Maureen Clipperton (the “applicant”) requests an amendment to allow commercial kennels in the rural residential district, and; WHEREAS, the Planning Commission reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council reviewed the proposed amendment at a regular scheduled meeting, and; WHEREAS, the City Council adopted an ordinance amending Title X to include Commercial Kennels as an Interim Use in the Rural Residential NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Corcoran, Minnesota, that it approved the amendment to Title X of the City Code based on the following findings: 1. Research from nearby Cities identifies kennels as an allowed use in rural residential areas. 2. Specific performance standards have been identified to mitigate impacts to residential areas. 3. Staff reviewed the record of code violations over a sixteen-year period and found no complaints related to commercial kennel operations. 4. The City has an interest in supporting efforts to retain existing businesses and facilitate their expansion. 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 27th day of March 2025. ________________________________ Tom McKee - Mayor 59 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 2 of 2 ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 60 61 STAFF REPORT Agenda Item: 6.g Council Meeting: April 24, 2025 Prepared By: Dwight Klingbeil Topic: Camp Solberg (City File 24-021) Action Required: Decision Summary Aaron and Melissa Solberg request approval of a minor subdivision which would create two single-family lots on a 38.38-acre site (PID 08-119-23-31-0004). The property is located between County Road 30 to the north and County Road 10 to the south, and west of Bechtold Road. Recommendation Staff recommends approval of Resolution 2025-38, approving a minor subdivision for Aaron and Melissa Solberg. Council Action Decision Attachments 1. 2025-04-24 CC Report - Camp Solberg .pdf 2. 20250424 Letter to Corcoran City Coucil.pdf 62 Page 1 of 7 STAFF REPORT City Council Meeting: April 24, 2025 Prepared By: Dwight Klingbeil Topic: Camp Solberg (PID 08-119-23-31-0004) (City File No. 24-021) Action Required: Decision 1. Application Request Aaron and Melissa Solberg request approval of a minor subdivision which would create two single-family lots on a 38.38-acre site (PID 08-119-23-31-0004). The property is located between County Road 30 to the north and County Road 10 to the south, and west of Bechtold Road. 2. Context Zoning and Land Use The subject property is zoned Rural Residential (RR) and guided Rural/Ag Residential. All surrounding properties have the same guiding and zoning. The property is currently a vacant outlot and is used for agricultural purposes. The wetlands on the property are subject to the Wetland Overlay district regulations. The property is not located within the Metropolitan Urban Service Area (MUSA). Development Rights The site currently contains four development rights. The proposed development would result in two single-family lots, which would exhaust two of the four development rights. If approved, the remaining two development rights will be allocated to Lot 2 of the proposed subdivision. Natural Characteristics of the Site The Comprehensive Plan Natural Resource Inventory map identifies an upland community designated as “Old Fields” over the central and southern portions of Lot 2 The Natural Resource Inventory map also identifies a low-quality wetland on the southwestern side corner of the site, which does not appear to be impacted from the proposed development. Figure 1 Subject Property 63 Page 2 of 7 3. Analysis of Request Level of City Discretion in Decision-Making The City’s discretion in approving a minor subdivision is limited to whether or not the minor subdivision meets the standards outlined in the Code. If it meets these standards, the City must approve the subdivision. Minor Subdivision The applicant is proposing a minor subdivision that would create two lots from a 38.85-acre parcel located at PID 08- 119-23-31-0004. The resulting lots (Lot 1 & Lot 2) would be 3.2= and 35.7-acres in size respectively to allow two single- family homes. The requested subdivision involves an existing outlot of record. Outlots with development rights are subject to future platting prior to development. In other words, a building permit cannot be issued on a parcel with “outlot” in the legal description. A typical minor subdivision exhibit will not result in an updated legal description to change the parcel designation from an outlot to a lot. Recording a final plat exhibit allows modification of the subject property’s legal description. Rather than processing this request through the standard preliminary and final plat process, staff confirmed with the City Attorney that this request meets the criteria for a minor subdivision and may be processed as such. However, a preliminary plat exhibit and a final plat exhibit are also included in this application, as the final plat exhibit must be recorded at the County. Section 927.010 of the Subdivision Ordinance outlines the requirements for a subdivision to be processed as a Minor Subdivision. This is an option for subdivisions resulting in three or fewer lots within the Urban Reserve (UR) and Rural Reserve (RR) zoning districts. This section details several conditions that must be met for the approval of the Minor Subdivision: Section 927.010, Subd. 1(A) – Criteria: a. The subdivision shall be in compliance with the Comprehensive Plan and the purpose and intent of this Chapter. The subdivision is compatible with the density requirements and large residential lots expected for land guided Rural/Ag Residential in the 2040 Comprehensive Plan. Staff believes the proposed minor subdivision is consistent with the purpose and intent of the Subdivision Ordinance as outlined in Section 910.020 Figure 2 Preliminary Plat Exhibit 64 Page 3 of 7 of the City Code, with the inclusion of staff’s recommended conditions of approval as discussed in the following analysis. b. The lot division shall not cause any structure on the property to be made non- conforming or be in violation of the Zoning Chapter or any other provisions of the City Code. There are no existing structures on the property. However, the proposed building pad on Lot 1 appears to be within the 100 ft minimum setback from the front property line (measured at ~84 ft). A condition of approval requires the house pad area to be relocated to comply with the minimum setback requirements of the RR district from County Roads. Alternatively, additional landscaping can be provided per Section 1060.070, Subd. 2(K) to reduce the setback from 100’ to 60’. c. The lot division shall result in no more than 3 lots which are at least 2 ½ acres that meet the minimum dimensional requirements for the zoning district in which the property is located. The proposed subdivision will result in 2 lots that are 3.2 & 35.7 acres in size and exceed the 2.5 acre minimum. The minimum dimensional requirements of the RR are also satisfied (both lots meet or exceed a minimum lot width of 200’ at the front property line and exceed a minimum lot depth of 300’). The proposed house pads meet or exceed all applicable setbacks assuming Lot 1 provides additional landscaping along County Road 30 for Lot 1 to meet the standards of Section 1060.070, Subd. 2(K). d. All parcels resulting from the lot division shall have frontage and access on an existing improved street. When right-of-way is required by the City or County, the applicant shall deed or provide easements for such right-of-way. Both lots have frontage onto County Road 30, which is an improved street. The 2040 Roadway Classification map identifies County Road 30 as a Minor Expander Roadway. Hennepin County requests that right-of-way be dedicated to support a 60’ half right-of-way (ROW). The proposal does not include a dedication of ROW along County Road 30, and limits the half right-of-way to 50 ft. A condition of approval requires dedication of 10’ of ROW to satisfy the 60’ half ROW requirement. In addition to the County ROW, staff identified the need to plan for an internal road network that runs parallel to County Road 30 to support future development on the south side of County Road 30. This future road network will help reduce the number of direct access points onto this expander roadway, which would 65 Page 4 of 7 improve the safety and functionality along County Road 30. To accommodate for the future roadway, a condition of approval requires the dedication of an east- west roadway easement north of the wetland complex on Lot 2. The applicant will need to work with the City Engineer to determine the final alignment of this roadway easement. The roadway easement may be placed next to the electrical easements, provided that the electrical easement does not obstruct the construction of the future roadway. The applicant will not be required to construct the road as part of the minor subdivision. However, the resolution clarifies that future subdivision of Lot 2 may require construction of the road at that time. e. The resulting parcels shall generally conform with the shape, character, and area of existing or anticipated land subdivision in the surrounding areas. The resulting parcels will be compatible and generally conform with the surrounding area. The minor subdivision will create 2 residential lots on a site where the surrounding area is currently used for agricultural and residential purposes. f. Any such lot division shall not require any public improvements. No public improvements are required as a result of the proposed subdivision. g. Any such subdivision shall not result in legal descriptions that are unduly complex. This site’s current legal description is described as “part of outlot B, Weinand Woods, which lies Easterly of the West line of the East Half of the East Half of the Southwest Quarter of Section 8, Township 119 North, Range 23 West of the 5th Principal Meridian.” Minor subdivisions of a platted outlot create an unduly complex legal description in that it will not remove the outlot designation and the parcel will remain unbuildable. To avoid this, platted outlots must be recorded as a new plat addition in order to modify the legal descriptions and status of the parcel. This is typically done through the preliminary and final plat processes. Staff reviewed the City Code and found that the requested subdivision could be processed as a Minor Subdivision, with the addition of a preliminary plat exhibit and final plat exhibit. Staff confirmed that recording the final plat exhibit through Hennepin County will address this issue and would prevent an unduly complex legal description of the proposed subdivision. 66 Page 5 of 7 h. The applicant shall comply with the park dedication regulations, as required for a plat. Under Section 955.020 Subd. 1(A), park dedication is only due in cases where additional new parcels are created. The proposed subdivision creates two new lots, which meets the threshold for park dedication requirements. This is based on the understanding that two new households will be created with this application that will benefit from the City’s existing and planned public parks and trail system. The Parks and Trails Map in the 2040 Comprehensive Plan does not reflect a park or off-road trail on this parcel. Therefore, park dedication will be handled entirely as cash-in-lieu of land. Based on the 2025 fee schedule, a total of $11,908 will be required ($5,954 per single-family unit). i. Prior to issuance of building permits, property irons shall be installed pursuant to Minnesota Statutes. This is included as a condition of approval in the resolution. j. The applicant warranties that he or she is the owner of the properties subject to the application and has obtained all necessary consent from all other owners and interested parties. The applicant made this warranty on the City’s typical land use application form. Additional Standards and Requirements Drainage and Utility Easements Section 927.010, Subd. 2 provides that lot line easements and other easements determined to be necessary by the City must still be provided as part of a minor subdivision. A drainage and utility easement (D&U easements) is a typical requirement for all subdivisions. The proposed subdivision includes 10 ft D&U easement around the perimeter of both lots, as well as additional easement area over the delineated wetland and wetland buffer found on Lot 2. Wetlands A wetland delineation was conducted on the site in 2024. The report identified portions of a larger wetland complex over most of the southern portion of Lot 2. A Notice of Decision was approved in July 2024, which confirmed the boundaries of the wetland complexes on the site. With this subdivision, the delineated wetlands are required to be protected by a vegetated buffer and wetland buffer monuments must be installed as required in the Wetland Overlay District, per Section 1050.010 of the Zoning Ordinance. The size of the buffer is dependent upon the quality of the wetland. The City’s Natural Resources 67 Page 6 of 7 Community Quality Ranking map is based on the City’s quality assessment of known wetlands within the City. Wetlands not shown on this map are assumed to be of medium quality; however, there is a process to confirm wetland quality through Minnesota Rapid Assessment (MNRAM) methodology should the applicant decide wetland quality on the site needs to be re-evaluated. The City’s map does not identify the quality of the community, so this is assumed to be of medium quality. The following requirements will be applied: Standard Medium Wetland Buffer Average Width 25’ Wetland Buffer Width (Min.) 20’ Wetland Buffer Width (Max.) 40’ Structure Setback from Buffer 15’ Total Buffer and Setback (Average)* 40’ * A 5’ setback is required for roads and parking lots. ** The Elm Creek Watershed requires a wetland buffer average width of 25’ for all wetlands with a minimum width of 10’. The applicant is responsible for satisfying the Watershed’s requirements. The applicant must provide a wetland buffer plan that complies with the Section 1050.010, Subd. 5. Additionally, the applicant’s engineer must provide certification of the average width of each wetland buffer. A permanent wetland buffer monument shall be installed at the lot line where it crosses a wetland buffer, and to indicate the contour of the buffer. Monument signs cannot exceed the maximum spacing requirement of 200 feet of wetland edge. The applicant has provided a wetland buffer monument sign plan that complies with these requirements. It is unclear if the applicant proposes to establish the required wetland buffer or if it is believed to qualify as an undisturbed wetland buffer. Should the applicant believe the wetland buffer is undisturbed, this must be confirmed by the City’s Wetland Consultant. If the wetland buffers must be established, a wetland buffer establishment plan is required in compliance with the City’s Wetland Buffer Plan Policy prior to release of the Minor Subdivision for recording. Landscaping Per Section 1060.070 Subd. 2, residential developments of less than 4 units shall not require a landscape plan but shall be required to install a minimum of one overstory tree per dwelling unit. Utilities The proposed development is located outside the MUSA, meaning municipal services are not planned for this site. Due to this, the applicant will be required to install a private septic and well system to serve the newly created lots. The proposed plan includes primary and secondary septic tank and mound locations. The applicant will be 68 Page 7 of 7 responsible for having this system reviewed and permitted by Hennepin County. Septic systems are required to meet a minimum setback of 75 feet from floodplain and wetland edges. The locations shown on the plans appear to comply with this requirement. Water supply for the newly created lots will be provided by private wells. Private wells are permitted through the Minnesota Department of Health. The well location must be setback at least 50’ from the septic system. The proposed location of the well meets this requirement. Conclusion Staff reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and the Subdivision Ordinance and found that the minor subdivision is consistent with ordinance requirements with the proposed conditions of approval. 4. Recommendation Move to recommend approval of Resolution 2025-38, approving a minor subdivision for Aaron and Melissa Solberg. Attachments: 1. Resolution 2025-38 approving minor subdivision 2. Property Survey (Before and After) 3. Final Plat Exhibit 4. Engineering Memo dated April 11, 2025 5. Public Safety Memo 69 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Page 1 of 5 Motion By: Seconded By: APPROVING MINOR SUBDIVISION ON THE 38.85-ACRE SITE FOR CAMP SOLBERG (PID 08-119-23-31-0004) (CITY FILE 24-021) WHEREAS, Aaron and Melissa Solberg (“the applicant”) requested approval of a minor subdivision to allow for the creation of two single-family lots on the property described as follows; See Attachment A WHEREAS, city staff determined the application meets the criteria for a minor subdivision as outlined in Section 927.010 of the City Code’s Subdivision Ordinance. WHEREAS, the applicant provided the City with a preliminary and final plat for approval to record a final plat that subdivides an outlot into two buildable lots. NOW, THEREFORE, BE IT HEREBY RESOLVED that the Corcoran City Council approves the request for a minor subdivision subject to the following findings and conditions: 1. A minor subdivision is approved to create 2 lots and 0 outlots for “Camp Solberg”, in accordance with the plans and application received by the City on May 25, 2024, and additional information received on August 2, 2024, and March 17, 2025, except as amended by this resolution. 2. The applicant must comply with all conditions in the City Engineers Memo dated April 11, 2025. 3. The applicant shall comply with all requirements of the Public Safety Plan Review comments dated April 2, 2025. 4. Park dedication shall be satisfied by cash-in-lieu of land. Park dedication will be based on the park dedication ordinance in place at the time of approval. a. Park dedication is required based on the finding that the development will add 2 new single-family units to the City. b. Residents of the development will need access to nearby existing and future trails and parks that do not exist today as guided by the Comprehensive Plan. c. Cash-in-lieu of land will be used only for the acquisition and development of parks, recreational facilities, playground, trails, wetlands, or open space based on the approved park plan in the Comprehensive Plan. 5. Based on the adopted fee schedule at the time of approval, the park dedication fee due is $11,908. 70 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Page 2 of 5 6. Two development rights are exhausted with this subdivision, with the remaining two development rights being allocated to Lot 2. 7. The applicant’s escrow account with the City must remain in the positive until release of the escrow account. The applicant must remit payment for any balance due and additional deposit for estimated remaining work within 30 days of receiving a mailed notice. FURTHER, prior to release for recording, the preliminary plat and final plat exhibits must be revised to address the following conditions: 8. Building pad on Lot 1 must be relocated to comply with the minimum front setback of 100’. a. Alternatively, additional landscaping can be provided per Section 1060.070, Subd. 2(K) of the Zoning Ordinance to reduce the required front setback to 60- feet. The preliminary plan must be revised to show the required plantings. 9. Dedication of a 10-foot right-of-way along the northern portion of Lot 1 and Lot 2 to accommodate a 60-foot half right-of-way on County Road 30. 10. Dedication of a 60’-wide east-west roadway easement and a 10’ drainage and utility easement on either side of the said easement. a. Easements must be north of the wetland complex on lot 2. b. Easements cannot interfere with existing electrical easements on site. c. Applicant must work with the City Engineer and City Planner to determine the final alignment of the roadway easement. d. The applicant is not required to construct the road to serve this subdivision. However, any future subdivision of Lot 2 may require construction of the roadway at that time. 11. The applicant must confirm whether the wetland buffer on Lot 2 is to be established or is believed to be undisturbed as defined in Section 1050.010 of the Zoning Ordinance. a. The City’s Wetland Consultant shall inspect and confirm whether the wetland buffer is undisturbed. b. If the wetland buffer area is disturbed, a Wetland Buffer Establishment Plan in compliance with the City’s Wetland Buffer Plan Policy is required and must be approved by the City’s Wetland Consultant. FURTHER, that the following conditions must be met prior to issuance of building permits: 12. The applicant must file the final plat exhibit at Hennepin County within 2 years of the date of approval or the approval shall expire. 13. The following documents must be recorded at Hennepin County and proof of recording be provided to the City: 71 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Page 3 of 5 a. Approving Resolution b. Roadway Easement Agreement c. Final Plat Mylar 14. Compliance with the wetland buffer establishment plan as approved by the City’s Wetland Consultant. a. A wetland buffer specialist from the City shall be present to observe the seeding of wetland buffer plantings. Seed varieties, amounts, equipment, and cover crop species shall be inspected. b. Wetland buffers shall be seeded during the grading process when conditions are appropriate unless an alternative timeline is approved by the City. c. Wetland buffers shall be seeded and/or planted as directed by the Corcoran Buffer Vegetation Establishment Plan. 15. Wetland buffer monument signs must be installed as required by Section 1050.010 of the Zoning Ordinance unless an alternative timeline is approved by the City. 16. A septic permit must be obtained for each lot from Hennepin County. FURTHER, that the following conditions must be met prior to release of remaining escrow: 17. Prior to closing the escrow account and release of any potential refund, the applicant must complete the following: a. The approving resolution and plat mylars must be recorded at Hennepin County. b. Proof of recording must be submitted to the City. c. Lot monuments must be installed as required by the Subdivision Ordinance. The installation of the lot monuments according to the approved plan must be certified by a registered land surveyor. d. The wetland buffers monuments must be installed. The installation of the monuments according to the approved plan must be certified by a registered land surveyor. e. The City’s Wetland Consultant must sign off on completion of the wetland buffer establishment plan. f. The required landscaping must be planted. VOTING AYE VOTING NAY McKee, Tom McKee, Tom 72 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Page 4 of 5 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 24th day of April 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deb Johnson – City Clerk 73 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Page 5 of 5 ATTACHMENT A That part of Outlot B, WEINAND WOODS, which lies Easterly of the West line of the East Half of the East Half of the Southwest Quarter of Section 8, Township 119, Range 23 West of the 5th Principal Meridian. 74 COUNTY ROAD NO. 30 S U N D A N C E R D . Certificate of Survey Before 05-09-24 Melissa Solberg B.M.H.1"=100'P.E.O. N Detail B N Detail A N Project No. Revised:Checked By: Requested By: Date:Drawn By:Scale: Engineers & Land Surveyors, Inc. 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 www.ottoassociates.comdenotes 1/2 inch by 14 inch iron pipe set and marked by License #40062 denotes iron monument foundI 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. _______________________________ Paul E. Otto License #40062 Date:_____________ Feet 0 100 200 75 COUNTY ROAD NO. 30 S U N D A N C E R D . B A Certificate of Survey After 05-09-24 Melissa Solberg B.M.H.1"=100'P.E.O. N Detail B N Detail A N Project No. Revised:Checked By: Requested By: Date:Drawn By:Scale: Engineers & Land Surveyors, Inc. 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 www.ottoassociates.comdenotes 1/2 inch by 14 inch iron pipe set and marked by License #40062 denotes iron monument foundI 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. _______________________________ Paul E. Otto License #40062 Date:_____________ Feet 0 100 200 denotes iron monument to be set 76 1 2BLOCK 1 N CAMP SOLBERG 2001000 FEET N Vicinity Map Engineers & Land Surveyors, Inc. SSOCIATES C.R. DOC. NO. 77 Memo To: Kevin Mattson, PE City Engineer/ Public Works Director From: Steve Hegland, PE Project: Camp Solberg Preliminary Plat Date: April 11, 2025 Exhibits: This review is based on the following documents: 1. Access Email Henn County - Camp Solberg dated March 17, 2025 2. Email from Hennepin County - Camp Solberg dated March 17, 2025 3. Preliminary Plat - Camp Solberg dated March 17, 2025 Comments: General 1. Consistent with the review process, a comment response letter shall be provided in which the applicant provides a written response to each of the items below. 2. Driveway culverts should be constructed to the minimum size and materials as shown in the City of Corcoran standard detail plates. Any improvements completed without a City permit should not be assumed to be sufficient and modifications may be necessary at time of final approval. 3. Individual lot grading plans are required at final plat showing wells, septic systems, driveways, house style and grading. These will be used in the building permit process to ensure compliance with the development plan. 4. The Right of Way dedication along County Road 30 shall be reviewed and approved by Hennepin County. 5. Hennepin County had previously indicated that two driveways would be allowed, one for each lot. If a shared driveway is required in the future, it shall be constructed in accordance with the city standards and modifications to the plan and additional easements could be necessary. Easements: 1. Identify on the site plan the easements associated with the overhead electrical lines through the site. 2. An east-west roadway easement shall be provided north of the large wetland complex. If placed next to the electrical easements, those easements shall in no way inhibit the ability to construct and maintain the roadway in the future or the easement should be clear of those areas. The roadway easement shall be a minimum of 60’ in width and incorporate drainage and utility easement for 10’ along either side of the easement. 78 April 2025 Camp Solberg Preliminary Plat Kevin Mattson Page 2 of 2 Watermain/Sanitary Sewer 1. The wells will be private wells and shall be permitted through the Minnesota Department of Health. 2. Septic sites are shown on the proposed plans. The septic sites will be reviewed and approved by Hennepin County. End of Comments 79 Page 1 of 1 MEMO Date: April 2, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 24-021 Camp Solberg A Public Safety plan review meeting was held on April 2, 2025, to review the submitted subdivision application for Camp Solberg. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Malewicki, Fire Chief Fehrens, Building Official Rosenau, Construction Services Supervisor Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on March 17, 2025. 1. This area of County Road 30 is prone to frequent car crashes. Given the cumulative possibility for development with the remaining development rights on this parcel and surrounding parcels, an internal road network to minimize direct driveways on the county road is needed to support public safety in this area. 2. This application is fine from a vehicle turnaround standpoint. Future subdivision will require a turnaround that meets the City specifications. 80 Steve Ling Direct Dial: 612-268-7038 Mobile: 763-443-3213 sling@spencerfane.com File No. 5519880.0001 SPENCER FANE LLP | 100 SOUTH FIFTH STREET, SUITE 2500, MINNEAPOLI S, MN 55402 | 612.268.7000 | FAX 612.268.7001 | spencerf ane.com April 24, 2025 VIA E-MAIL Corcoran City Council 8200 County Road 116 Corcoran, MN 55340 Re: PID 08-119-23-31-0004 – Land Use Application Dear Council: Our office represents Aaron and Melissa Solberg (“Solbergs”) in connection with the land use application submitted by the Solbergs for the property in Corcoran, MN (address unassigned) with P.I.D. #08-119-23-31- 0004 and legally described as: (“Property”). The Solbergs application for approval of a minor subdivision is scheduled to be heard at the April 24, 2025 City Councill meeting and has been recommended for approval by City staff. I write to address the City of Corcoran’s (“City”) the City’s request that, as a condition of the minor subdivision approval process, the Solbergs dedicate a 60-foot right-of-way to the City running east to west, north of the wetlands on the Property, together with a 10-foot drainage and utility easement along either side of such right of way easement/dedication. The Solbergs oppose the requested dedication/easement. The Solbergs further request that this matter, as proposed by staff, be removed from the consent agenda this evening so that the Solbergs can discuss the proposed easement at the Council meeting. Background Subsequent to a meeting with the City’s planning team, on May 21, 2024, the Solbergs originally submitted a land use application seeking to subdivide the Property into two separate lots (“Application”) in accordance with the City’s Minor Subdivision Ordinance set forth in Section 927 of the Corcoran Municipal Code (“City Code”). In a letter dated June 10, 2024, the City made its first recommendation for a 30-ft half right-of-way along the eastern border (running North-South). On August 2, 2024, the Solbergs opposed the proposed right of way easement/dedication as this issue had never been previously raised or discussed and such easement appeared unnecessary and would negatively affect the value of the Solberg’s property and the recommended easement would go directly through the certified wetland areas. 81 April 24, 2025 Page 2 Then, in a letter dated August 12, 2024, the City informed the Solbergs that additional supporting documentation was required because the final plat exhibit would be required to contain (1) a dedication of a 30-foot half right- of-way along the eastern border of the Property; and (2) an alternate septic site on Lot 1 relocated out of the future right-of-way. Then, in a letter dated November 18, 2024, the City suddenly changed the location and size of its demanded right-of-way, announcing that “[t]o accommodate for future development in the area,” it would “require dedication of a 60 foot right-of-way running east-west north of the wetland complex” (emphasis added) along with a “10 foot wide drainage & utility easement along either side” of the right-of-way. The newly requested easement posed an even greater hardship as it would bi-furcate the property, significantly diminish the value of both lots, and impair the ongoing farming operation on the property. City staff’s shifting demands — not requiring a roadway easement, then proposing one location, then insisting on another – have needlessly delayed and stymied the Solberg’s efforts to complete what should be a simple minor subdivision of the Property. In short, the City’s demands shift any time the Solbergs ask to move forward with their application. As outlined below, the Solbergs firmly object to any right-of-way dedication through the Property, regardless of location. 1. The City Lacks Authority to Require a Right-of-Way Dedication as Part of a Minor Subdivision. The Solbergs’ application seeks to divide the Property, located in the Rural Residential zoning district, into two separate lots. Under City Code, this qualifies as a permitted minor subdivision, which does not require platting because the conditions set forth in Section 927.010, subdivisions 1A.a-1A.j are met. See Corcoran, Minn. Municipal Code § 927.010, subd. 1A (2022) (“A subdivision resulting in the creation of three or fewer lots, tracts or parcels shall be considered a minor subdivision, shall be permitted in the Urban Reserve and Rural Residential Zoning districts and may be exempt from platting provided that” the conditions set forth in subdivisions 1A.a-1A.j are met.). As long as the Solbergs meet the requirements of the Minor Subdivision ordinance, the City must grant approval and may not impose unnecessary conditions or requirements. The City’s authority to require right-of-way dedications is strictly limited. City Code Section 927.010, subdivision 2, only requires applicants to grant lot line easements—not road dedications—to the City. Corcoran, Minn. Municipal Code § 927.010, subd. 2 (2022). Moreover, the ordinance states that applicants must provide only those easements “found necessary and required by the City.” Id. Here, the City has not articulated how a road dedication easement is either necessary or required for this minor subdivision. In fact, the road dedication request by the City bi-furcates the Property and provides no benefit to the contemplated development because access to the two lots has already been obtained from Hennepin County. Moreover, the proposed dedication/easement damages the value of the resulting lots because it makes these otherwise tranquil lots subject to a potential future road and it limits the ability to continue farming this land. The proposed road also goes directly over the driveway for Lot 2 and would render the northern piece of the parcel used for the driveway as unusable and sever it from the remainder of Lot 2. Simply put, the road dedication is not needed for this subdivision, and nothing in Section 927.010, which outlines the City’s minor subdivision procedure, allows the City to demand it or condition approval on such dedication or easement. Further, the City appears to have attempted to make a feeble attempt to justify an as of yet, undefined “internal road network.” The April 2, 2025 Public Safety Plan Review memo (notably made after our client’s application for minor subdivision) expresses concerns about potential car crashes in the area if more driveways are permitted to access County Road 30. Such concerns, however, are nothing more than pure speculation and concern matters not governed by the City. First, Hennepin County, not the City, authorizes any driveway access to County 30. The County has already authorized two (2) driveway accesses for this proposed minor subdivision and if the County had concerns about accidents it would not have permitted these driveways. Second, according to the City Data websites (https://www.city-data.com/accidents/acc-Corcoran- 82 April 24, 2025 Page 3 Minnesota.html#google_vignette) no fatal car crashes have occurred near the property from 2005 – 2022. The City’s April 2, 2025 Public Safety memo lacks any supporting justification for an internal “road network” and lacks any concrete evidence supporting the necessity of an internal road network. The memo appears to be nothing more than anecdotal evidence and speculation in an attempt to extract a road dedication when it is clear that no plans for such road network exist. Again, it remains the Solbergs’ position that the City lacks any authority to require a road easement/dedication as the City does not presently have plans for an internal road network. The City knows how to write ordinances that require road dedication, as demonstrated by Section 945, subds. 12, 19, and 22, which clearly establish when dedication is required during the platting process. Corcoran, Minn. Municipal Code § 945, subds. 12, 19, and 22 (2022). Likewise, Section 955 sets forth specific requirements for park dedications. Corcoran, Minn. Municipal Code § 955. Yet, for a minor subdivision, no similar provision requiring road dedication exists. Because the City Code does not mandate the right-of-way dedication, and the City has failed to provide any rationale regarding its necessity, the City lacks legal authority to require the Solbergs to dedicate a right-of-way as a condition of approval for this minor subdivision. To impose such a requirement would exceed the City’s regulatory authority and constitute an unlawful taking of private property. 2. The City Has No Legal Basis to Declare an Outlot Unbuildable. The City has also suggested that the Solbergs not only need to comply with the Minor Subdivision Ordinance, but they must also “plat” the Property because the City considers unplatted lots to be unbuildable and will not issue a building permit unless the lot has been platted. The City’s suggestion that an outlot is inherently unbuildable is entirely unsupported by City Code. Nowhere does the City Code impose such a restriction. City Code Section 915.020 defines “Lot” as “a tract, plot, or portion of a subdivision or other parcel of land intended as an individual unit for the purpose, either immediate or future, of transfer of ownership, or possession, or building development.” By this definition, an outlot is a lot and is not excluded from potential development or construction upon that outlot. The City’s ordinances contain no provision declaring outlots unbuildable or incapable of being split through a minor subdivision. Instead, whether a particular lot — including an outlot — is buildable depends solely on its compliance with applicable zoning requirements, such as minimum area and setbacks. If an outlot satisfies these requirements, the City has no legal authority to prohibit development based solely on a parcel’s designation as an outlot. If the City maintains that outlots are categorically unbuildable, it bears the burden of citing a specific City ordinance establishing that restriction. In the absence of any such authority, the City’s denial of development rights based purely on a parcel’s outlot designation would be arbitrary and unlawful. Despite the lack of authority to require the Solbergs to plat the Property, the Solbergs have proceeded to prepare a plat, at significant cost, time and expense to them, in an attempt to cooperate with the City, despite the lack of legal authority of the City to require such a plat. 3. The City’s Right-of-Way Dedication Requirement Fails Constitutional Exaction Standards. Even if the City did have the authority to require the Solbergs to dedicate a right-of-way, which it does not, it would still need to satisfy the constitutional takings standards under Nollan v. California Coastal Comm'n, 483 U.S. 825 (1987) and Dolan v. City of Tigard, 512 U.S. 374 (1994). Under these precedents, the City must demonstrate both: 83 April 24, 2025 Page 4 Essential Nexus: A connection between a legitimate governmental purpose and the dedication. See Puce v. City of Burnsville, 997 N.W.2d 49, 57 (Minn. 2023) (“Essentially, there must be a connection between the legitimate governmental purpose and the imposed condition intended to achieve that purpose.”); and Rough Proportionality: That the dedication is roughly proportional in both nature and extent to the impact of the proposed development. Kottschade v. City of Rochester, 537 N.W.2d 301, 307-08 (Minn. Ct. App. 1995) (quoting Dolan, 512 U.S. 374, 391 (1994)). Here, the City cannot meet either of these requirements. First, the City has not identified any essential nexus between a legitimate government purpose and the right-of-way dedication. Hennepin County has already approved driveway access to both lots, and both lots will have frontage and access to an existing improved street. No additional roadway is necessary, and the City’s mere assertion that it may want a road in the future is insufficient to justify an immediate exaction of the Property. Second, the City has provided no rough proportionality analysis addressing how the required right-of-way dedication is related in nature and extent to the impact of the Solbergs’ proposed subdivision. Under Kottschade, the City “must make some sort of individualized determination that the required dedication is related both in nature and extent to the impact of the proposed development.” Id. (quoting Dolan, 512 U.S. 374, 391). Here, the City has made no such determination. Because the City’s demand lacks both an essential nexus to a legitimate governmental purpose and a roughly proportional relationship to the impact of the Solbergs’ proposed subdivision, the City cannot lawfully require the Solbergs to dedicate a portion of their Property as a condition of approval of the Solbergs’ land use application. Conclusion The Solbergs have provided all necessary materials required under Section 927, the applicable minor subdivision ordinance, for their application to be approved without the condition of a road easement or dedication to the City. Even though platting is not required the Solbergs have expended significant sums of money to cooperate with the City’s request to provide a plat under Sections 930 and 935, the applicable ordinances pertaining to preliminary plats and final plats. The Solbergs, however, cannot agree to the unfounded request that they dedicate an East/West road easement across their Property which will destroy the value of the existing lots, impair the ongoing ability to farm the land and impose undo hardships on the Solbergs. The easement / dedication of the road is simply not necessary for their subdivision. The Solbergs ask that the Council approve their application but that any such approval remove the requirement of the roadway easement and dedication. To that end, my clients have attached a draft resolution for approval that eliminates the easement/road dedication requirement. Please be advised that my client reserves all rights and waives none. We look forward to discussing this matter further. 84 April 24, 2025 Page 5 Sincerely, Spencer Fane LLP Steve Ling Enclosure cc: Client 85 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Motion By: Seconded By: APPROVING MINOR SUBDIVISION ON THE 38.85-ACRE SITE FOR CAMP SOLBERG (PID 08-119-23-31-0004) (CITY FILE 24-021) WHEREAS, Aaron and Melissa Solberg (“the applicant”) requested approval of a minor subdivision to allow for the creation of two single-family lots on the property described as follows; See Attachment A WHEREAS, city staff determined the application meets the criteria for a minor subdivision as outlined in Section 927.010 of the City Code’s Subdivision Ordinance. WHEREAS, the applicant provided the City with a preliminary and final plat for approval to record a final plat that subdivides an outlot into two buildable lots. NOW, THEREFORE, BE IT HEREBY RESOLVED that the Corcoran City Council approves the request for a minor subdivision subject to the following findings and conditions: 1. A minor subdivision is approved to create 2 lots and 0 outlots for “Camp Solberg”, in accordance with the plans and application received by the City on May 25, 2024, and additional information received on August 2, 2024, and March 17, 2025. 2. The applicant must comply with all conditions in the City Engineers Memo dated April 11, 2025 other than a dedication of any easements. 3. Park dedication shall be satisfied by cash-in-lieu of land. Park dedication will be based on the park dedication ordinance in place at the time of approval. a. Park dedication is required based on the finding that the development will add 2 new single-family units to the City. b. Residents of the development will need access to nearby existing and future trails and parks that do not exist today as guided by the Comprehensive Plan. c. Cash-in-lieu of land will be used only for the acquisition and development of parks, recreational facilities, playground, trails, wetlands, or open space based on the approved park plan in the Comprehensive Plan. 4. Based on the adopted fee schedule at the time of approval, the park dedication fee due is $11,908. Page 1 of 5 86 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 5. Two development rights are exhausted with this subdivision, with the remaining two development rights being allocated to Lot 2. 6. The applicant’s escrow account with the City must remain in the positive until release of the escrow account. The applicant must remit payment for any balance due and additional deposit for estimated remaining work within 30 days of receiving a mailed notice. FURTHER, prior to release for recording, the preliminary plat and final plat exhibits must be revised to address the following conditions: 7. Building pad on Lot 1 must be relocated to comply with the minimum front setback of 100’. a. Alternatively, additional landscaping can be provided per Section 1060.070, Subd. 2(K) of the Zoning Ordinance to reduce the required front setback to 60- feet. The preliminary plan must be revised to show the required plantings. 8. Dedication of a 10-foot right-of-way along the northern portion of Lot 1 and Lot 2 to accommodate a 60-foot half right-of-way on County Road 30. 9. The applicant must confirm whether the wetland buffer on Lot 2 is to be established or is believed to be undisturbed as defined in Section 1050.010 of the Zoning Ordinance. a. The City’s Wetland Consultant shall inspect and confirm whether the wetland buffer is undisturbed. b. If the wetland buffer area is disturbed, a Wetland Buffer Establishment Plan in compliance with the City’s Wetland Buffer Plan Policy is required and must be approved by the City’s Wetland Consultant. FURTHER, that the following conditions must be met prior to issuance of building permits: 10. The applicant must file the final plat exhibit at Hennepin County within 2 years of the date of approval or the approval shall expire. 11. The following documents must be recorded at Hennepin County and proof of recording be provided to the City: a. Approving Resolution b. Final Plat Mylar Page 2 of 5 87 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 12. Compliance with the wetland buffer establishment plan as approved by the City’s Wetland Consultant. a. A wetland buffer specialist from the City shall be present to observe the seeding of wetland buffer plantings. Seed varieties, amounts, equipment, and cover crop species shall be inspected. b. Wetland buffers shall be seeded during the grading process when conditions are appropriate unless an alternative timeline is approved by the City. c. Wetland buffers shall be seeded and/or planted as directed by the Corcoran Buffer Vegetation Establishment Plan. 13. Wetland buffer monument signs must be installed as required by Section 1050.010 of the Zoning Ordinance unless an alternative timeline is approved by the City. 14. A septic permit must be obtained for each lot from Hennepin County. FURTHER, that the following conditions must be met prior to release of remaining escrow: 15. Prior to closing the escrow account and release of any potential refund, the applicant must complete the following: a. The approving resolution and plat mylars must be recorded at Hennepin County. b. Proof of recording must be submitted to the City. c. Lot monuments must be installed as required by the Subdivision Ordinance. The installation of the lot monuments according to the approved plan must be certified by a registered land surveyor. d. The wetland buffers monuments must be installed. The installation of the monuments according to the approved plan must be certified by a registered land surveyor. e. The City’s Wetland Consultant must sign off on completion of the wetland buffer establishment plan. f. The required landscaping must be planted. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Page 3 of 5 88 MN 2714897.2 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-38 Friedrich, Michelle Lanterman, Mark Friedrich, Michelle Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 24th day of April 2025. Tom McKee - Mayor ATTEST: City Seal Deb Johnson – City Clerk Page 4 of 5 89 STAFF REPORT Agenda Item: 6.h Council Meeting: April 24, 2025 Prepared By: Jessica Christensen Buck Topic: Request for Authorization to Bid - City Park Remaster Action Required: Decision Summary Background This project includes comprehensive improvements to City Park as part of the long-range planning for community recreation and public gathering spaces. The base bid scope includes removals, erosion control, earthwork, site restoration, paving, stormwater improvements, sanitary sewer, watermain, site electrical and lighting, landscaping, and site furnishings. Alternates A and B cover the future portion of the Diamond Lake Regional Trail, which is planned in partnership with Three Rivers Park District. This segment would provide a key trail connection through City Park and serve as a regional amenity. Other true alternates include full paving of the parking lot, paving of the pinwheel trail loop within the park, pedestrian lighting, and an irrigation system for the athletic fields. The proposed park building, which would serve as a multi-use facility for recreation and events, is a separate bid package. However, the building construction schedule would coincide with the site improvements to maximize construction efficiency and minimize disruptions to the park area. At the April 10 City Council meeting, the Council approved the project design for bidding on a 3-2 vote. The purpose of proceeding to bid is to obtain accurate pricing for both the base project and identified alternates. While engineers estimates help guide the planning process, actual bid results would provide the truest reflection of current construction costs. It is hoped that competitive bidding will result in favorable pricing. Schedule The following is the anticipated schedule: Council Authorizes Ad for Bids: May 2 Bid Opening: May 27 Council Awards Bid: June 12 Project Construction: July - November Final Completion: Fall/Winter 2025 No final decision on moving forward with any portion of the project is required at this meeting. The purpose of this update is to provide background on the project scope and components prior to the bid opening. Staff will have bid results and a recommendation for award at the June 12 City Council meeting. Financial/Budget The City has committed or received the following external funding: $525,000 (2025) - Three Rivers Park District $525,000 (2026, as necessary for the trail portion) - Three Rivers Park District $500,000 - HUD Community Project Funding Grant $300,000 - Hennepin County Youth Sports Grant $100,000 - Northwest Area Jaycees 90 $45,000 - Hanover Athletic Association $5,622 - Corcoran Athletic Association Total: $1,475,622 (2025) +$525,000 as necessary for the trail portion in 2026 Staff submitted 2 grant applications for a combined total of $400,000 and anticipates hearing late spring/early summer. Staff continues to watch for grants that would be applicable to the project. Park dedication funds as of April 16, 2025 are at $5,930,794.36. Total project costs shown on the Opinion of Probable Cost attachment, with the inclusion of the playground as a direct purchase separate from the bid, is $7,478,400.94. Between the external funding for 2025 and park dedication funds, the project with the estimates provided would be short $71,984.58. Between the grant submissions, projected park dedication funds, and working with See My Legacy to establish a platform for donations for park projects, staff believes the funding gap can be resolved. Options 1. Authorize posting the advertisement for bids for the City Park Remaster project. 2. Direct staff to make specified changes return at a future meeting for request to advertise for bids. 3. Defer to a later date. 4. Decline and do not authorize the advertisement for bids. Recommendation Authorize posting the advertisement for bids for the City Park Remaster project. Council Action Staff recommends that the City Council review and accept the plans and specifications and authorize the advertisement for bids for the City Park Remaster project. Attachments 1. Illustrative Site Plan 2. Site Plans 3. Opinion of Probable Cost 4. Advertisement for Bid 5. Park Building Plans 6. Advertisement for Bid - Oertel 91 CITY PARK SITE PLAN C R - 1 0 CR-50 C R - 1 0 0 100’ 200’N ATHLETIC FIELDS STORMWATER POND STORMWATER INFILTRATION APRIL 15, 2025 PLAYGROUND 5-12 YO PLAYGROUND 2-5 YO PARK BUILDING & RESTROOMSRESERVE AREA FOR FUTURE PICKLEBALL RESERVE CORRIDOR FOR FUTURE TRAIL RESERVE AREA FOR FUTURE SPLASHPAD RESERVE AREA FOR FUTURE TENNIS REMOVE PLAYGROUND PAVED PARKING GRAVEL PARKING DIAMOND LAKE REGIONAL TRAIL DIAMOND LAKE REGIONAL TRAIL TRAIL CROSSING BOARDWALK TRAIL ALTERNATE: Pave trails between ballfields ALTERNATE: Irrigation system for athletic fields ALTERNATE: Pave gravel parking area ALTERNATE: Lighting around playground RESTORED FIELD 92 llllllll l l l l l l lll l l X X X X X X X X X X X X TRANSFE R STATION W/STEP SILO CLIMBER NUVO SWIRL ROOF 84" 96-108" 48-72" PM FARM T R A C T O R S T R U C T U R E ZZYYC26 8 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 6 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 1 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 - S 1 0 1 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-101 OV E R A L L S I T E P L A N 1.SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N C-104 C-102C-103 C-105 NO T F O R C O N S T R U C T I O N 93 llllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l llllll l l l l l 6 . 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) RESPREAD SALVAGED GRAVEL PEDESTRIAN RAMP (ALTERNATE BID) R30 . 0 0 PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER TRANSFORMER LOCATION - SEE ELECTRICAL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 REINSTALL SALVAGED BLEACHERS (INCIDENTAL) REINSTALL LIGHT POLE (INCIDENTAL) REINSTALL SALVAGED FENCE (INCIDENTAL) WETLAND EDGE REINSTALL SALVAGED FENCE (INCIDENTAL) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS PEDESTRIAN LIGHTING SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R3 0 0 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 7 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-102 SI T E P L A N 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES NSEE SHEET C-105 SE E S H E E T C - 1 0 3 NO T F O R C O N S T R U C T I O N 94 X X X X X X X X X X X X 12 . 2 TRANS F E R STATIO N W/STEP SILO CLIMBE R NUVO SWIRL ROOF 84" 96-108" 48-72" PM FAR M T R A C T O R S T R U C T U R E ZZYYC 2 6 8 26.0 26.0 26.0 9 . 0 18. 5 WETLAND EDGE (TYP.) 34 . 0 26.0 10 . 0 ' FUTURE TRAIL 10 . 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) ADA STALL (BASE BID; TO BE REMOVE IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) ADA STALLS (BASE BID) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) CENTRAL STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLANS 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) R 3 0 . 0 0 R30 . 0 0 LANDSCAPE ISLAND CURB (BASE BID) RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER GRAVEL SURFACE (BASE BID) PAVED SURFACE (ALTERNATE -SEE SHEET C-103A) R47 . 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL R7.0 0 R4.0 0 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN SOUTH STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) R1 9 5 . 0 0 R4 9 5 . 0 0 R19 5 . 0 0 R760 . 8 9 PARKING LOT PAVEMENT SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 7 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-103 SI T E P L A N 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND 2.PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. 3.SEE SHEET C-103A FOR THE FULL PAVEMENT PARKING LOT ALTERNATE LAYOUT. NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) NO T F O R C O N S T R U C T I O N 95 X X X X X X X X X X X X 12 . 2 TRANS F E R STATIO N W/STEP SILO CLIMBE R NUVO SWIRL ROOF 84" 96-108" 48-72" PM FAR M T R A C T O R S T R U C T U R E ZZYYC 2 6 8 12 . 2 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 9.1 9. 0 9. 0 9. 0 6. 0 37.0 37.0 37.0 37.0 9 . 0 18. 5 10 . 0 10 . 0 10 . 0 WETLAND EDGE (TYP.) 26.0 34 . 0 26.0 26.0 9. 0 6. 0 6. 0 10 . 0 ' 8.0 18.5 18.5 FUTURE TRAIL 8.0 10 . 0 9. 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS)ADA STALLS (BASE BID) ADA STALL (ALTERNATE BID) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) CENTRAL STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLANS 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) LANDSCAPE ISLAND CURB (ALTERNATE) 8' WIDE LOCAL TRAIL (ALTERNATE BID) LANDSCAPE ISLAND CURB (ALTERNATE) 26 . 0 ' CONCRETE CURB AND GUTTER DESIGN B618 (ALTERNATE BID; NO PERIMETER CURB IN BASE BID SOUTH AND WEST OF RIBBON CURB IN PARKING LOT) R 3 0 . 0 0 R30 . 0 0 LANDSCAPE ISLAND CURB (BASE BID) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER R47 . 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL ADA SIGN (TYP.) LANDSCAPE ISLAND CURB (ALTERNATE) R7.0 0 R4.0 0 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN SOUTH STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION6' WIDE SIDEWALK (ALTERNATE) 6' WIDE SIDEWALK (ALTERNATE) PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS ADA STALLS (ALTERNATE BID) 18.5 18.5 R1 9 5 . 0 0 R4 9 5 . 0 0 R19 5 . 0 0 R760 . 8 9 CURB CUT AT SIDEWALK PEDESTRIAN CROSSING (TYP.) PAVED SURFACE FULL PARKING LOT (ALTERNATE) 10 . 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 7 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-103A SI T E P L A N F U L L P A R K I N G L O T PA V I N G ( A L T E R N A T E ) 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND 2.PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) NO T F O R C O N S T R U C T I O N 96 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 6.0 6. 0 BOARDWALK - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS PAVE PINWHEEL TRAIL (ALTERNATE BID) PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE REGIONAL BITUMINOUS TRAIL (ALTERNATE BID) SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) BOARDWALK (ALTERNATE BID) R40 0 . 0 0 R2 8 5 . 0 0 R 2 8 5 . 0 0 R193.70 R169.41 R760 . 8 9 R1 8 5 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 7 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-104 SI T E P L A N 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N SEE SHEET C-103 SE E S H E E T C - 1 0 5 NO T F O R C O N S T R U C T I O N 97 X X X X PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 10.0 6.0 6. 0 6 . 0 PEDESTRIAN RAMP (ALTERNATE BID) 6' WIDE CONCRETE SIDEWALK (TYP.) GRAVEL SURFACING RESTORATION SEE DETAIL 3 SHEET C-805 PLAYGROUND AREA - SEE LANDSCAPE PLANS PATCH PAVEMENT (MATCH EXISTING THICKNESS) (ALTERNATE BID) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R16 0 . 0 0 R16 0 . 0 0 R40 0 . 0 0 R 1 0 0 . 0 0 R3 0 0 . 0 0 R1 6 5 . 0 0 R26 3 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 4 / 2 0 2 5 - 5 : 2 8 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 2 4 0 9 1 8 _ 0 2 3 - 0 5 8 L A N D S C A P E B A S E _ S D - J J E M A R K U P S , 1 9 3 8 0 7 2 2 9 - S 1 0 1 , 1 9 3 8 0 7 2 2 9 X S N O , 1 9 3 8 0 7 2 2 9 X S N O P a r k i n g L o t A l t e r n a t e , 1 9 3 8 0 7 2 2 9 X S N L TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T C-105 SI T E P L A N 1.SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES N SEE SHEET C-102 SE E S H E E T C - 1 0 4 NO T F O R C O N S T R U C T I O N 98 OPINION OF PROBABLE COST CITY OF CORCORAN CORCORAN CITY PARK IMPROVEMENTS 90% CONSTRUCTION DOCUMENTS NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 1 200,000.00$ 200,000.00$ 2 TRAFFIC CONTROL LUMP SUM 1 5,000.00$ 5,000.00$ 205,000.00$ 3 CLEAR TREE EACH 27 350.00$ 9,450.00$ 4 GRUB TREE EACH 27 350.00$ 9,450.00$ 5 CLEARING ACRE 0.2 10,000.00$ 2,000.00$ 6 GRUBBING ACRE 0.2 10,000.00$ 2,000.00$ 7 REMOVE TENNIS COURT AND FENCING LUMP SUM 1 15,000.00$ 15,000.00$ 8 REMOVE PLAYGROUND LUMP SUM 1 15,000.00$ 15,000.00$ 9 REMOVE SE BALLFIELD FENCING LUMP SUM 1 3,000.00$ 3,000.00$ 10 SAWING BITUMINOUS PAVEMENT LIN FT 110 6.00$ 660.00$ 11 REMOVE BITUMINOUS PAVEMENT SQ YD 30 15.00$ 450.00$ 12 SALVAGE AND REINSTALL SIGN EACH 7 275.00$ 1,925.00$ 13 SALVAGE SIGN AND PLACE ONSITE EACH 1 500.00$ 500.00$ 14 REMOVE LIGHT POLE EACH 1 1,000.00$ 1,000.00$ 15 SALVAGE AND REINSTALL LIGHT POLE EACH 1 4,000.00$ 4,000.00$ 16 REMOVE CULVERT PIPE LIN FT 79 16.00$ 1,264.00$ 17 SALVAGE AND REINSTALL HYDRANT EACH 1 1,200.00$ 1,200.00$ 18 REMOVE SANITARY SEWER PIPE LIN FT 89 25.00$ 2,225.00$ 19 REMOVE DRAINTILE LIN FT 73 10.00$ 730.00$ 20 SALVAGE AND RESPREAD GRAVEL SQ YD 652 3.00$ 1,956.00$ 71,810.00$ 21 STREET SWEEPER W/ PICKUP BROOM HOUR 30 180.00$ 5,400.00$ 22 WATER FOR DUST CONTROL MGAL 30 75.00$ 2,250.00$ 23 SILT FENCE TYPE MS - MAINTAINED LIN FT 6111 2.00$ 12,222.00$ 24 SEDIMENT CONTROL LOG, TYPE STRAW - MAINTAINED LIN FT 381 6.00$ 2,286.00$ 25 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 12 150.00$ 1,800.00$ 26 CULVERT FLARED END PROTECTION - MAINTAINED EACH 7 200.00$ 1,400.00$ 27 CONSTRUCTION ENTRANCE (ROCK) - MAINTAINED LUMP SUM 1 2,000.00$ 2,000.00$ 28 ROLLED EROSION PREVENTION PRODUCT CATERGORY 25 SQ YD 10130 2.50$ 25,325.00$ 29 ROLLED EROSION PREVENTION PRODUCT CATERGORY 76 SQ YD 261 50.00$ 13,050.00$ 65,733.00$ 30 EXCAVATION - COMMON (EV) CU YD 21000 10.00$ 210,000.00$ 31 SALVAGE AND RESPREAD TOPSOIL LUMP SUM 1 35,000.00$ 35,000.00$ 32 EXCAVATION - SUBGRADE (EV) CU YD 360 30.00$ 10,800.00$ 33 COMMON EMBANKMENT (CV) CU YD 3000 25.00$ 75,000.00$ 330,800.00$ 34 HYDRAULIC STABILIZED FIBER MATRIX POUND 26979 1.75$ 47,213.25$ 35 FERTILIZER TYPE 2 (@200 LB/ACRE) POUND 2360 1.50$ 3,540.00$ 36 SEEDING ACRE 11.2 350.00$ 3,920.00$ 37 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 1800 6.00$ 10,800.00$ 38 SEED MIXTURE 33-261 (@35 LB/ACRE) POUND 40 40.00$ 1,600.00$ 39 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 30 20.00$ 600.00$ 40 INSTALL WETLAND BUFFER SIGN EACH 13 500.00$ 6,500.00$ 74,173.25$ 41 BITUMINOUS MATERIAL FOR TACK COAT GAL 200 6.00$ 1,200.00$ 42 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 470 90.00$ 42,300.00$ 43 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 360 95.00$ 34,200.00$ 44 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 60 115.00$ 6,900.00$ 45 AGGREGATE SURFACING CLASS 2, 100% CRUSHED TON 63 55.00$ 3,465.00$ 46 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 4130 29.00$ 119,770.00$ 47 SELECT GRANULAR BORROW TON 6800 17.00$ 115,600.00$ REMOVALS 193807229 APRIL 16, 2025 BASE BID SCHEDULE GENERAL SUBTOTAL GENERAL SUBTOTAL REMOVALS EROSION CONTROL SUBTOTAL EROSION CONTROL EARTHWORK SUBTOTAL EARTHWORK RESTORATION SUBTOTAL RESTORATION SITE PAVING CORCORAN CITY PARK IMPROVEMENTS CITY OF CORCORAN PROJECT NO. 193807229 PAGE 1 OF 4 99 48 GEOTEXTILE FABRIC TYPE V, NON-WOVEN SQ YD 11330 2.50$ 28,325.00$ 49 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 937 2.00$ 1,874.00$ 50 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI-COMP LUMP SUM 1 3,000.00$ 3,000.00$ 51 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1717 21.00$ 36,057.00$ 52 CONCRETE RIBBON CURB LIN FT 278 25.00$ 6,950.00$ 53 6" CONCRETE SIDEWALK SQ YD 13960 11.00$ 153,560.00$ 54 CONCRETE STAIRS AND HANDRAIL LUMP SUM 1 4,500.00$ 4,500.00$ 55 CONCRETE ADA PEDESTRAIN CURB RAMP EACH 3 1,200.00$ 3,600.00$ 56 STOP SIGN AND POST EACH 1 600.00$ 600.00$ 57 ADA STALL SIGN AND POST EACH 7 600.00$ 4,200.00$ 566,101.00$ 58 15" RC PIPE STORM CLASS V LIN FT 1171 87.00$ 101,877.00$ 59 18" RC PIPE STORM CLASS V LIN FT 60 95.00$ 5,700.00$ 60 24" RC PIPE STORM CLASS V LIN FT 63 130.00$ 8,190.00$ 61 15" RC FLARED END SECTION W/TRASH GUARD EACH 10 2,000.00$ 20,000.00$ 62 18" RC FLARED END SECTION W/TRASH GUARD EACH 2 2,700.00$ 5,400.00$ 63 24" RC FLARED END SECTION W/TRASH GUARD EACH 2 3,700.00$ 7,400.00$ 64 CONSTRUCT 4' DIAMETER PRECAST STORM STRUCTURE EACH 8 4,500.00$ 36,000.00$ 65 CONSTRUCT 2'X3' CATCH BASIN EACH 1 3,100.00$ 3,100.00$ 66 CONSTRUCT 27" DIAMETER CATCH BASIN EACH 1 3,100.00$ 3,100.00$ 67 CONSTRUCT 5' DIAMETER PRECAST OUTLET CONTROL STRUCTURE EACH 2 14,000.00$ 28,000.00$ 68 4" PERFORATED PVC SCH 40 DRAINTILE PIPE - CURB LIN FT 1020 17.00$ 17,340.00$ 69 6" SOLID WALL PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 92 15.00$ 1,380.00$ 70 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - STORMWATER BASIN LIN FT 392 20.00$ 7,840.00$ 71 6" PERFORATED PVC SCH 40 DRAINTILE PIPE - FIELD LIN FT 900 25.00$ 22,500.00$ 72 4" DRAINTILE CLEANOUT W/ THREADED CAP EACH 8 325.00$ 2,600.00$ 73 6" DRAINTILE CLEANOUT W/ THREADED CAP EACH 7 325.00$ 2,275.00$ 74 8" DRAINTILE CLEAOUT W/ THREADED CAP EACH 2 500.00$ 1,000.00$ 75 PRECAST CONCRETE HEADWALL W/ RODENT SCREEN EACH 5 1,200.00$ 6,000.00$ 76 8" PVC SCH 40 PIPE LIN FT 309 50.00$ 15,450.00$ 77 AREA DRAIN EACH 2 1,500.00$ 3,000.00$ 78 ROOF DRAIN CONNECTION EACH 2 1,000.00$ 2,000.00$ 79 BIOFILTRATION MEDIA MIX C (CV) CU YD 282 80.00$ 22,560.00$ 80 1/4-INCH PEA GRAVEL CU YD 56 70.00$ 3,920.00$ 81 COARSE FILTER AGGREGATE CU YD 146 60.00$ 8,760.00$ 82 FLARED END RIPRAP CLASS III TON 75 130.00$ 9,750.00$ 345,142.00$ 83 CONNECT TO EXISTING SEWER PIPE EACH 1 5,000.00$ 5,000.00$ 84 4' DIA SANITARY SEWER STRUCTURE EACH 5 6,700.00$ 33,500.00$ 85 8" PVC SANITARY SEWER PIPE, SDR 35 LIN FT 936 60.00$ 56,160.00$ 86 8" PVC SANITARY SEWER PIPE, SDR 26 LIN FT 303 75.00$ 22,725.00$ 87 4" PVC SCH 40 SANITARY SEWER SERVICE LIN FT 78 60.00$ 4,680.00$ 88 CONNECT TO EXISTING SEWER SERVICE EACH 1 2,000.00$ 2,000.00$ 89 8"X4" PVC WYE EACH 1 400.00$ 400.00$ 90 8"X4" PVC ECCENTRIC REDUCER EACH 1 300.00$ 300.00$ 91 4" PVC BEND EACH 1 300.00$ 300.00$ 92 4" PVC CAP EACH 1 300.00$ 300.00$ 93 IMPROVED PIPE FOUNDATION LIN FT 130 10.00$ 1,300.00$ 126,665.00$ 94 CONNECT TO EXISTING WATERMIAN EACH 1 2,100.00$ 2,100.00$ 95 8" PVC C-900 WATERMAIN LIN FT 955 70.00$ 66,850.00$ 96 8" GATE VALVE AND BOX EACH 3 3,800.00$ 11,400.00$ 97 6" GATE VALVE AND BOX EACH 1 3,200.00$ 3,200.00$ 98 INSTALL HYDRANT AND VALVE EACH 1 10,000.00$ 10,000.00$ 99 6" DIP CL-52 HYDRANT LEAD LIN FT 21 100.00$ 2,100.00$ 100 DUCTILE IRON FITTINGS POUND 233 20.00$ 4,660.00$ 101 2" HDPE SDR-9 SERVICE LINE LIN FT 143 75.00$ 10,725.00$ 102 2" SERVICE SADDLE EACH 2 600.00$ 1,200.00$ 103 2" CORPORATION STOP EACH 2 1,200.00$ 2,400.00$ 104 2" CURB STOP AND BOX EACH 2 1,400.00$ 2,800.00$ 117,435.00$ 105 ELECTRICAL SERVICE TO BUILDING LUMP SUM 1 30,000.00$ 30,000.00$ 106 CT CABINET AND METER SOCKET LUMP SUM 1 5,000.00$ 5,000.00$ 107 ELECTRICAL HANDHOLE EACH 3 1,400.00$ 4,200.00$ SANITARY SEWER SUBTOTAL SITE PAVING STORMWATER SUBTOTAL STORMWATER SUBTOTAL SANITARY SEWER WATERMAIN SUBTOTAL WATERMAIN SITE ELECTRICAL AND LIGHTING CORCORAN CITY PARK IMPROVEMENTS CITY OF CORCORAN PROJECT NO. 193807229 PAGE 2 OF 4 100 108 PVC SCH 40 CONDUIT (1.5") LIN FT 1145 6.37$ 7,293.65$ 109 PVC SCH 40 CONDUIT (4") LIN FT 865 18.75$ 16,218.75$ 110 #12 AWG XHHW WIRE LIN FT 3435 0.92$ 3,160.20$ 111 PARKING LOT LIGHTING EACH 6 6,000.00$ 36,000.00$ 101,872.60$ 112 LANDSCAPE BOULDER EACH 22 $500.00 11,000.00$ 113 CONCRETE STAIRS SQ FT 100 $200.00 20,000.00$ 114 STAIR HANDRAIL LUMP SUM 30 $200.00 6,000.00$ 115 PLAY CONTAINER THICKENED EDGE TO WALK LIN FT 168 $40.00 6,720.00$ 116 PLAY CONTAINER CURB LIN FT 258 $40.00 10,320.00$ 117 PLAY AREA SLIDE CONCRETE ABUTMENTS SQ FT 420 $120.00 50,400.00$ 118 TOPSOIL - IMPORT CU YD 100 $50.00 5,000.00$ 119 COMPOST TYPE 2 CU YD 30 $50.00 1,500.00$ 120 WOOD MULCH TYPE 6 CU YD 50 $50.00 2,500.00$ 121 DECIDUOUS TREE- 2" CAL B&B EACH 44 $700.00 30,800.00$ 122 DECIDUOUS TREE - ORNAMENTAL- 2" CAL B&B EACH 1 $600.00 600.00$ 123 CONIFEROUS TREE - ORNAMENTAL-6FT B&B EACH 5 $600.00 3,000.00$ 124 DECIDUOUS SHRUB - NO 2 CONT EACH 25 $50.00 1,250.00$ 125 EVERGREEN SHRUB- NO. 2 CONT EACH 24 $80.00 1,920.00$ 126 PERENNIAL - 1 GALLON EACH 259 $30.00 7,770.00$ 127 LANDSCAPE METAL EDGER LIN FT 300 $8.00 2,400.00$ 128 IRRIGATION IN PLANTING BEDS LUMP SUM 1 $30,000.00 30,000.00$ 129 BIKE RACK EACH 1 $1,000.00 1,000.00$ 130 SITE FURNISHING - BENCH EACH 4 $2,500.00 10,000.00$ 131 SITE FURNISHING - PICNIC TABLE EACH 2 $2,500.00 5,000.00$ 207,180.00$ 2,211,911.85$ 2,800,000.00$ 850,000.00$ 293,095.59$ 6,155,007.44$ 6,678,400.94$ 800,000.00$ 7,478,400.94$ NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE A.1 CLEARING ACRE 0.4 10,000.00$ 4,000.00$ A.2 GRUBBING ACRE 0.4 10,000.00$ 4,000.00$ A.3 CONCRETE ABUTMENT FOR TRAIL/BOARDWALK CONNECTION EACH 2 15,000.00$ 30,000.00$ A.4 12' WIDE BOARDWALK WITH WOOD RAILING SQ FT 1728 125.00$ 216,000.00$ A.5 BOARDWALK SUPPORT WITH HELICAL ANCHORS EACH 34 2,000.00$ 68,000.00$ A.6 ADDITIONAL LENGTH OF HELICAL PIER LIN FT 100 40.00$ 4,000.00$ 318,000.00$ B.1 EXCAVATION - COMMON (EV) CU YD 1000 15.00$ 15,000.00$ B.2 COMMON EMBANKMENT (CV) CU YD 1000 15.00$ 15,000.00$ B.3 REMOVE CHAIN LINK FENCE LIN FT 60 20.00$ 1,200.00$ B.4 HYDRAULIC STABLIZED FIBER MATRIX POUND 7450 1.25$ 9,312.50$ B.5 FERTILIZER TYPE 2 (@200 LB/ACRE) POUND 530 1.75$ 927.50$ B.6 SEEDING ACRE 2.7 250.00$ 675.00$ B.7 SEED MIXTURE 25-151 (@200 LB/ACRE) POUND 120 6.00$ 720.00$ B.8 SEED MIXTURE 35-241 (@36.5 LB/ACRE) POUND 70 20.00$ 1,400.00$ B.9 SEED MIXTURE 36-711 (@34 LB/ACRE) POUND 10 25.00$ 250.00$ B.10 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - TRAIL TON 650 135.00$ 87,750.00$ B.11 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 1301 35.00$ 45,535.00$ B.12 CONCRETE ADA PEDESTRAIN CURB RAMP EACH 1 1,200.00$ 1,200.00$ B.13 TRUNCATED DOMES SQ FT 20 75.00$ 1,500.00$ 180,470.00$ C.1 BITUMINOUS MATERIAL FOR TACK COAT GAL 294 6.00$ 1,764.00$ C.2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 705 90.00$ 63,450.00$ C.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PARKING LOT TON 529 95.00$ 50,255.00$ C.4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - LOCAL TRAILS TON 74 115.00$ 8,533.00$ C.5 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 125 29.00$ 3,625.00$ C.6 4" SOLID LINE MULTI-COMP - PARKING STALLS LIN FT 937 2.00$ 1,874.00$ C.7 PAVEMENT MESSAGE (ADA STALLS AND AISLES) - MULTI-COMP LUMP SUM 1 3,000.00$ 3,000.00$ 5% CONTINGENCY PAVILLION AND RESTROOM BUILDING (BY OTHERS) PLAYGROUND (BY OTHERS) SUBTOTAL SITE WORK CONSTRUCTION COST SUBTOTAL SITE ELECTRICAL AND LIGHTING LANDSCAPING AND SITE FURNISHINGS SUBTOTAL LANDSCAPING AND SITE FURNISHINGS TOTAL CONSTRUCTION COST DESIGN AND ENGINEERING (ESTIMATED) TOTAL PROJECT COSTS BOARDWALK - ALTERNATE A SUBTOTAL BOARDWALK ALTERNATE A REGIONAL TRAIL - ALTERNATE B SUBTOTAL REGIONAL TRAIL ALTERNATE B PARKING LOT PAVING - ALTERNATE C TOTAL CONSTRUCTION COST W/ REGIONAL TRAIL (ALTERNATES A & B) AND 5% CONTINGENCY CORCORAN CITY PARK IMPROVEMENTS CITY OF CORCORAN PROJECT NO. 193807229 PAGE 3 OF 4 101 C.8 CONCRETE CURB AND GUTTER - DESIGN B618 LIN FT 1399 21.00$ 29,379.00$ C.9 DELETE CONCRETE RIBBON CURB LIN FT -278 25.00$ (6,950.00)$ C.10 6" CONCRETE SIDEWALK SQ FT 1002 11.00$ 11,022.00$ C.11 CONCRETE ADA PEDESTRAIN CURB RAMP EACH 1 1,200.00$ 1,200.00$ C.12 ADA STALL SIGN AND POST EACH 4 600.00$ 2,400.00$ C.13 TOPSOIL - IMPORT CU YD 10 $50.00 500.00$ C.14 COMPOST TYPE 2 CU YD 2 $50.00 100.00$ C.15 WOOD MULCH TYPE 6 CU YD 5 $50.00 250.00$ C.16 DECIDUOUS TREE- 2" CAL B&B EACH 8 $700.00 5,600.00$ C.17 DECIDUOUS TREE - ORNAMENTAL- 2" CAL B&B EACH 1 $600.00 600.00$ C.18 DECIDUOUS SHRUB - NO 2 CONT EACH 1 $50.00 50.00$ C.19 IRRIGATION IN PLANTED ISLANDS LUMP SUM 1 $10,000.00 10,000.00$ 186,652.00$ D.1 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - PINWHEEL TRAILS TONS 370 135.00$ 49,950.00$ D.2 AGGREGATE BASE CLASS 5, 80% CRUSHED TONS 53 35.00$ 1,845.67$ D.3 DELETE AGGREGATE SURFACING CLASS 2 TONS -53 40.00$ (2,109.33)$ 49,686.33$ E.1 PD1-PD14: PEDESTRIAN LIGHTING EACH 14 7,500.00$ 105,000.00$ E.2 PVC SCH 40 CONDUIT (1.5") LIN FT 1015 6.37$ 6,465.55$ E.3 #12 AWG XHHW WIRE LIN FT 3045 0.92$ 2,801.40$ 114,266.95$ F.1 IRRIGATION SYSTEM AT ATHLETIC FIELDS LUMP SUM 1 250,000.00$ 250,000.00$ F.2 DEDUCT FOR IMPROVED PLANT/SEEDING WARRANTY LUMP SUM 1 (20,000.00)$ (20,000.00)$ 230,000.00$ 1,079,075.28$ 53,953.76$ 1,133,029.05$ 8,088,036.49$ SUBTOTAL PINWHEEL TRAIL PAVEMENT ALTERNATE D SUBTOTAL PARKING LOT PAVING ALTERNATE C PINWHEEL TRAIL PAVEMENT - ALTERNATE D TOTAL CONSTRUCTION COST ALTERNATE BIDS TOTAL PROJECT COSTS BASE + ALTERNATE BIDS PEDESTRIAN LIGHTING - ALTERNATE E SUBTOTAL PEDESTRIAN LIGHTING ALTERNATE E IRRIGATION SYSTEM - ALTERNATE F SUBTOTAL IRRIGATION SYSTEM ALTERNATE F SUBTOTAL ALTERNATE BID ITEMS 5% CONTINGENCY CORCORAN CITY PARK IMPROVEMENTS CITY OF CORCORAN PROJECT NO. 193807229 PAGE 4 OF 4 102 ADVERTISEMENT FOR BIDS © 2025 Stantec | 193807229 00 11 13- 1 SECTION 00 11 13 ADVERTISEMENT FOR BIDS NOTICE TO CONTRACTORS Electronic Bid Proposals will be received by the City of Corcoran, 8200 County Road 116, Corcoran, Minnesota 55340, on the QuestCDN.com website via the VirtuBid electronic bidding application. Only electronic bids will be accepted for this project. Bids will be received on the QuestCDN.com website, until 11:00 A.M., CDT, on Tuesday, May 27th, 2025, at which time they will be opened electronically and reviewed for the furnishing of all labor, materials, and all else necessary for the following: CITY PARK IMPROVEMENTS The work, in accordance with Drawings and Specifications prepared by Stantec Consulting Services Inc., consists of the following major items of work and approximate quantities: 1 LS Clearing and Grubbing 21,000 CY Common Excavation 3,000 CY Common Embankment 1,600 LF Storm Sewer Pipe 1,100 LF Watermain/Water Service Pipe 1,300 LF Sanitary Main/Sanitary Service Pipe 5,600 TN Aggregate Base 6,800 TN Select Granular Borrow 2,700 TN Bituminous Pavement 14,000 SF Concrete Walk 3,200 LF Concrete Curb and Gutter 6 EA Parking Lot Lights Together with selective demolition, traffic control, erosion control, landscaping, seeding, and other related appurtenances. Each bid proposal shall be accompanied by a "Bid Security" in the form of a certified check made payable to the “City of Corcoran” (OWNER) in the amount not less than five percent (5%) of the total bid, or a surety bond in the same amount, running to the OWNER, with the surety company thereon duly authorized to do business in the State of Minnesota. Such Bid Security to be a guarantee that the bidder will not, without the consent of the OWNER, withdraw their bid for a period of ninety (90) days after the opening of bids, and if awarded a contract, will enter into a contract with the OWNER; and the amount of the certified check will be retained or the bond enforced by the OWNER in case the bidder fails to do so. All bid securities except those of the three lowest bidders will be returned within five days after the opening of bids. Eligible Bidders for this project must meet the Minimum Criteria as defined in the Section 00 45 49 Responsible Contractor Law in accordance with Minnesota Statutes § 16C.285, subdivision 3, and additional criteria required by the OWNER. Bid Proposals shall be submitted on forms furnished for that purpose. Bids shall be submitted electronically through the QuestCDN website in accordance with the Instructions to Bidders. No bidder shall withdraw their bid, without the consent of the 103 ADVERTISEMENT FOR BIDS © 2025 Stantec | 193807229 00 11 13- 2 OWNER, for the period of days indicated above after the date for the opening thereof. The OWNER, however, reserves the right to reject any or all bids and to waive any minor irregularities, informalities or discrepancies. A work history detailing qualifications and past experience must be provided upon request. READ CAREFULLY THE WAGE SCALES AND DIVISION A OF THE SPECIAL PROVISIONS AS THEY AFFECT THIS PROJECT The Project Manual is available on QuestCDN (www.questcdn.com).You may download the digital plan documents for a fee by inputting Quest Project #9616527 on the website’s project search page. Please contact QuestCDN at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with this digital project information, and submission of electronic bids . Direct inquiries to Mark Schroeher at (651) 395-5216 or mark.schroeher@stantec.com. Mark Schroeher, Project Engineer Stantec Consulting Services, Inc. PUBLISHED: QuestCDN.com: May 1, 2025 Crow River News: May 1, 2025 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 CORCORAN STRUCTURAL ABBREVIATIONS: A ADDL ADDITIONAL ADJ ADJACENT ALT ALTERNATE ALUM ALUMINUM AR ANCHOR ROD ARCH ARCHITECT O OC ON CENTER OD OUTSIDE DIAMETER OSF OUTSIDE FACE OPNG OPENING OPP OPPOSITE O/O OUT TO OUT U UNO UNLESS NOTED OTHERWISE URM UNREINFORCED MASONRY E EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EJ EXPANSION JOINT EMBED EMBEDMENT EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY E-W EAST - WEST DIRECTION (E) EXISTING EXP EXPANSION S SB SOIL BORING SC SLIP CRITICAL SCHED SCHEDULE SER STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT SIM SIMILAR SL SNOW LOAD SOG SLAB ON GRADE SPA SPACES SPEC SPECIFICATION SPF SPRUCE PINE FIR SS STAINLESS STEEL SSLT SHORT-SLOT LOAD TRANSVERSE STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURE / STRUCTURAL SYM SYMMETRICAL SYP SOUTHERN YELLOW PINE Q QTY QUANTITY F FDN FOUNDATION FD FLOOR DRAIN FFE FINISHED FLOOR ELEVATION FLR FLOOR FS FOOTING STEP FT FEET FTG FOOTING FV FIELD VERIFY N NIC NOT IN CONTRACT N-S NORTH - SOUTH DIRECTION NLT NAIL LAMINATED TIMBER NTS NOT TO SCALE NWT NORMAL WEIGHT G GA GAGE/GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GLB GLUE LAMINATED BEAM GLC GLUE LAMINATED COLUMN GLT GLUE LAMINATED TIMBER GR GRADE GSN GENERAL STRUCTURAL NOTES GWB GYPSUM WALL BOARD L LB(S) POUND(S) LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LSL LAMINATED STRAND LUMBER LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LWT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER M MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MSR MACHINE STRESS RATED MTL METAL H HK HOOK HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE HT HEIGHT B BDE BOTTOM OF DECK ELEVATION BFE BOTTOM OF FOOTING ELEVATION BM BEAM BOL BOTTOM OF LINTEL BOT BOTTOM BP BEARING PLATE / BASE PLATE BR BOTTOM REINFORCING BTWN BETWEEN C CA COLUMN ABOVE CANTL CANTILEVER CB COLUMN BELOW CFS COLD-FORMED STEEL CGS CENTER OF GRAVITY STRAND CIP CAST IN PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CLT CROSS LAMINATED TIMBER CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN(S) CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS COSP CODE OF STANDARD PRACTICE D d NAIL DIAMETER db BAR DIAMETER DBA DEFORMED BAR ANCHOR DBL DOUBLE DEG DEGREE DEMO DEMOLITION DF DOUGLAS FIR-LARCH DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DLT DOWEL LAMINATED TIMBER I ID INSIDE DIAMETER INCL INCLUDE ISF INSIDE FACE J JT JOINT JBE JOIST BEARING ELEVATION K K KIPS KLF KIPS PER LINEAL FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH KO KNOCK OUT R R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT/REINFORCING REQD REQUIRED REV REVISION RO ROUGH OPENING RSS RUGGED STRUCTURAL SCREW RTU ROOF TOP UNIT P PAF POWER ACTUATED FASTENER PC PRECAST CONCRETE PL PLATE PLF POUNDS PER LINEAL FOOT PLYWD PLYWOOD PRE FAB PREFABRICATED PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST TENSIONED V VERT VERTICAL W W/ WITH W/O WITHOUT WD WOOD WF WIDE FLANGE WL WIND LOAD WP WORK POINT WT WEIGHT WWR WELDED WIRE REINFORCING T T/G TONGUE AND GROOVED TBE TOP OF BEAM ELEVATION TDE TOP OF DECK ELEVATION TEMP TEMPORARY TFE TOP OF FOOTING ELEVATION TGBE TOP OF GRADE BEAM ELEVATION TPCE TOP OF PILE CAP ELEVATION TPCPE TOP OF PRECAST PLANK ELEVATION TPE TOP OF PIER ELEVATION TR TOP REINFORCING TRANS TRANSVERSE TSE TOP OF SHEATHING ELEVATION TSE TOP OF SLAB ELEVATION TSE TOP OF SUBFLOOR ELEVATION TWE TOP OF WALL ELEVATION TYP TYPICAL GENERAL SYMBOLS: F1 SPREAD FOOTING MARK NUMBER H1 HEADER MARK NUMBER HD1 HOLD DOWN MARK NUMBER J10 JOIST MARK NUMBER P1 PIER MARK NUMBER SW1 SHEAR WALL MARK NUMBER T1 TRUSS MARK NUMBER W1 WALL MARK NUMBER WC1 WOOD COLUMN MARK NUMBER WF1 WALL FOOTING MARK NUMBER MARKS AND SYMBOLS LEGEND: KEYNOTE MARK NUMBER FS W1 FOOTING STEP LOCATION APPROXIMATE LOCATION OF DRAIN TILE CONTINUOUS EXTENT OF ELEMENT SLAB STEP LOCATION WITH ELEVATIONS MATCH LINE SHADED AREA INDICATES PROJECTION OF EXISTING CONSTRUCTION ELEVATION MARKER NEW BUILDING GRID LINE APPROXIMATE LOCATION OF UTILITY PIPE PENETRATION THROUGH FOUNDATION WALL MARKS: WALL MARK NUMBER OR WALL TYPE APPROXIMATE LOCATION OF SOIL BORING COMPRESSION PILE PLAN SYMBOLS LEGEND: F1 (xx'-xx") P1 C1 COLUMN MARK PIER MARK FOOTING MARK TOP OF FOOTING ELEVATION WF 1 FOUNDATION SYSTEM: EXTENT OF ELEMENT SLAB STEP LOCATION CHANGE IN SLAB SLOPE CHANGE IN SLAB THICKNESS SPAN DIRECTION OF ELEMENT 1 APPROXIMATE LOCATION OF TENSION / COMPRESSION PILE APPROXIMATE LOCATION OF TEST PILE APPROXIMATE LOCATION OF COMPRESSION PILE SPREAD FOOTING WALL FOOTING PILE CAP (x x ' -xx " ) TOP OF FOOTING ELEVATION PILE CAP MARK TOP OF PILE CAP ELEVATION PC4 (xx'-xx") STEEL FRAMING SYSTEM: V41 [12] UPWARD CAMBER REQUIRED AT MID SPAN OF STEEL BEAM IN INCHES NUMBER OF HEADED STUDS MOMENT FRAME CONNECTION (E) EXISTING FRAMING MEMBER W__ x __ C=3/4 WOOD FRAMING SYSTEM: H 3 10 M or L F FT 16 24 # NOMINAL 2x PLIES NOMINAL HEADER DEPTH ENGINEERED WOOD (M = MSR, L = LVL) FLUSH -FRAMED (AS OCCURS) TRUSS DEPTH TRUSS SPACING W 4 16 NOMINAL 2x STUD DEPTH STUD SPACING HEADER MARK FLOOR/ROOF TRUSS MARK WOOD WALL MARK (xx'-x") WO1WEB OPENING ELEVATION OF MEMBER CANTILEVER BEAM SIZE -SAME AS BACKSPAN, UNO (?'-?")(?'-?") SHEAR WALL MARK SW1 SHEAR WALL HOLD DOWN J 2 12 NOMINAL JOIST WIDTH NOMINAL JOIST DEPTHJOIST MARK 16 JOIST SPACING SB1 GB 1 0 0 1 GRADE BEAM TOTAL TRIMMERS AT HEADER OR ADDITIONAL STUDS IN WALL 2 (EX. H310LF)(EX. FT1624, RT1624) (EX. W416) 2 PLY (AS OCCURS) (EX. J21216) SWA # Sxxx # Sxxx DETAIL CALLOUT ELEVATION CALLOUT P1 C1 TOTAL WALL END STUDS REQD ? SHEAR WALL CONTINUOUS ROD SYSTEM ADDITIONAL STUDS REQD AT END OF SHEAR WALL 4HD##CR##DRILLED PIER MARK DRILLED PIER CAP MARK TOP OF DRILLED PIER ELEVATION WHERE DIFFERENT THAN TYPICAL TOP OF PILE CAP ELEVATION WHERE DIFFERENT THAN TYPICALDRILLED PIER DP1 TDPE = xx'-xx" DPC1 TPCE = xx'-xx" SHEET LIST SHEET # SHEET NAME S001 LEGEND SHEET S002 GENERAL STRUCTURAL NOTES S003 GENERAL STRUCTURAL NOTES S100 LOAD DIAGRAMS S201 FOUNDATION PLAN S202 ROOF FRAMING PLAN S301 STORE FRONT ELEVATION S401 FOUNDATION SCHEDULES AND TYPICAL DETAILS S402 MASONRY SCHEDULES AND TYPICAL DETAILS S403 WOOD SCHEDULES AND TYPICAL DETAILS S404 SHEARWALL SCHEDULES AND TYPICAL DETAILS S501 FOUNDATION DETAILS S701 ROOF FRAMING DETAILS phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S001 LEGEND SHEET 2025-04-10 24-635 RE V I S I O N S # R E V D A T E 126 TYPICAL NOTES: These notes specify the requirements for the design represented in these documents. The construction and materials shall comply with all the pertinent codes and references, plans, and details, including (but not limited to) those shown in architectural, civil, mechanical and electrical drawings. The Contractor shall verify all dimensions and existing conditions in the field that affect construction prior to commencing work on the affected element or shop drawing submittals. Resolve any discrepancies with the Architect prior to construction. The contract structural drawings and specifications represent the completed structure. The Contractor is responsible for bracing and shoring (without overstressing) all structural elements as necessary at any stage of construction until completion of the project. The Structural Engineer of Record is not responsible for the Contractor’s means, methods, sequences or procedures of construction. Contractor shall recognize and consider effects of thermal movements of structural elements during construction period. The Contractor is solely responsible for site safety including all temporary precautionary measures and safety programs. Site observation visits by the Structural Engineer of Record do not include review of the contractor’s safety precautions. Refer to architectural, mechanical and electrical drawings for locations, elevations, dimensions, and details of sleeves, inserts, openings, recesses, curbs, housekeeping pads, etc. that are not shown on the structural drawings and do not damage structural members. Information shown in the structural drawings regarding existing conditions represents the current and general field conditions related to the new work, to the best of our knowledge. Report all discrepancies (unforeseen conditions) to the Architect for resolution prior to performing related new work. Requests for information shall be submitted in writing and shall reference the part of the construction documents that is in question. SPECIAL INSPECTIONS: Special inspections required by the building code and these documents shall be provided in addition to inspections to be performed by the city in which the project is located. Contractor shall read and understand their duties in the specification and under the building code for special inspections and coordinate as necessary the Owner's responsibilities. The Special Inspectors shall be provided by the Owner and shall use current structural drawings incorporating all revisions and approved shop drawings. Special inspection reports are to be submitted promptly and within 24 hours to the Structural Engineer of Record and Contractor from the time when inspections are performed. The General Contractor shall provide timely notice (minimum 24 hours) to the Special Inspector and sufficient time for the Inspector to perform their inspection. For a schedule of Special Structural Inspections required by the building code for this project, see the Special Inspection Schedule. DELEGATED DESIGN AND DEFERRED SUBMITTALS: The following items are a delegated design and shall be issued as deferred submittals per IBC. The delegated design submittal shall include shop drawings and an engineering analysis signed and sealed by the licensed design professional responsible for their preparation: Metal Plate Connected Wood Trusses Glued-Laminated Wood Construction Curtain Wall Framing The contractor shall retain a professional engineer licensed in the state where this project is located to design and detail delegated design items to meet the performance and design criteria indicated in the contract documents. Under no circumstances will MBJ review shop drawings that are considered to be scanned/copied construction document submittals. The Detailer shall produce and submit original documents for review. All items issued as deferred submittals shall be issued a minimum of 30 days prior to installation and shall not be installed until their design and submittal documents have been reviewed for general conformance to the drawings by the General Contractor, the Structural Engineer of Record and the Building Official. A copy of the deferred submittal shall be forwarded to the Building Official after the Structural Engineer of Record has reviewed the documents and prior to the erection of the deferred submittal items. DESIGN CODES AND STANDARDS: 2018 International Building Code, as amended and adopted by the State of Minnesota. MATERIAL PROPERTIES: Reinforcing Steel (Fy): Typical 60,000 psi ASTM A615 Grade 60 Weldable 60,000 psi ASTM A706 Grade 60 Cast-in-Place Concrete (f'c) at 28 days, UNO: Controlled Low 1,200 psi Maximum Strength Material (CLSM) 50 psi Minimum Footings 4,000 psi Piers and Walls (non-shear) 4,000 psi Slabs on Grade 4,000 psi Exterior Concrete 4,500 psi w/ air entrainment All Concrete not otherwise noted 4,000 psi DESIGN LOADS: LATERAL LOADS: Risk Category: II Wind Loads: Primary Frame Wind Data: Basic Wind Speed: V ult = 109 mph Exposure Category: C Internal Pressure Coefficient (Gcpi): +0.18 or –0.18 Components and Cladding Wind Loads: Exterior Component/Cladding: Supplier to develop based on code criteria and indicate on shop drawings. Seismic Loads: Primary Seismic Data: No design required GRAVITY LOADS: Dead Load: Roof: psf Snow Load: Ground Snow Load, Pg: 50 psf Flat-Roof Snow Load, Pf: 35 psf Snow Exposure Factor, Ce: 1.0 Snow Load Importance Factor, I: 1.0 Thermal Factor, Ct: 1.0 Unbalanced/Drift Snow Load: Refer to plan, UNO Roof Live Load: Live Load, (reducible): 20 psf Net Uplift for Joist Design: __ psf Mechanical and Electrical Equipment Units: Refer to drawings, for the units’ locations, sizes, and weights. Future Mechanical and Electrical Units: This project is not designed for future units. CONVENTIONAL FOOTINGS: Footings are designed for a maximum allowable soil bearing pressure of 2500 pounds per square foot on undisturbed natural soil or compacted engineered fill. Soil bearing pressure is to be verified in the field during construction by a qualified Geotechnical Engineer. All topsoil, fill, organic, and/or other unsuitable bearing material shall be removed below the footings and/or within the building area to the depths indicated in the geotechnical engineering report and extent of removal shall be field verified by the Geotechnical Engineer. All excavations shall be observed by a qualified Geotechnical Engineer to verify removal of all unsuitable material,and confirm the proper preparation of bearing conditions. Rock excavation for individual footings is not expected to exceed five foot depth, UNO No mass excavation is anticipated. Blasting is not permitted. For footings that do not bear on natural undisturbed soil, extend engineered fill laterally beyond bottom edge of footing per recommendations in the geotechnical report. Foundation and retaining walls shall be back filled with free draining fill approved by the Geotechnical Engineer. Provide drainage board and perforated pipe as required by the contract documents and verify with the Architect and Civil Engineer. Engineered fill shall not be placed on frozen material and frozen material shall not be used as engineered fill. Contractor shall provide any means necessary to prevent frost penetration under footings during construction. Backfill equally on both sides of foundation walls to prevent overturning or lateral wall movement, or brace as necessary. For stepping of wall footings reference drawings for detail. FOUNDATIONS: Refer to geotechnical report number 24-500 by Independent Testing Technologies, dated March 7, 2025. The Contractor shall verify the location of all existing and new underground utilities and tanks prior to beginning excavation. For underground utilities adjacent to foundations and through foundations reference drawings for typical detail showing step footings below utilities as required to avoid undermining of structure by utilities. REINFORCED CONCRETE: The detailing, fabrication and erection of all reinforcing shall be done in accordance with the latest edition of ACI-315, “Manual of Standard Practice for Detailing Reinforced Concrete Structures and ACI-318, “Building Code Requirements for Structural Concrete.” All reinforcing bars are deformed and continuous, unless noted otherwise. Refer to drawings for reinforcing lap length schedule. Provide suitable wire spacers, chairs, etc. for support of reinforcing steel in proper position while placing concrete. All bars shall be tied to prevent displacement while placing concrete. All chairs and slab bolsters shall be plastic or steel with plastic tips. When reinforcing steel is epoxy coated or p/t tendons are fully encapsulated, all chairs and slab bolsters shall be epoxy coated or plastic and all support bars shall be epoxy coated. Chairs are to be stable and resist tipping. The fabricator shall submit a complete list of accessories and placing details with the shop drawings. No horizontal construction joints shall be placed in beams, joists, or slabs, unless shown on drawings. Locate vertical construction joints in beams and slabs at central one third of span. Refer to drawings for details. Submit proposed construction joint locations to the Structural Engineer of Record for review prior to placement of concrete. Where new concrete is placed against existing concrete, the existing concrete shall be roughened to a minimum 1/4" amplitude. Refer to drawings for placement guidelines of embedded pipes, sleeves, and conduits. Conduits are not permitted in slabs 3 inches or less in thickness. Conduit and piping shall be fabricated and installed so that cutting, bending, or displacement of reinforcement from its specified location is not required. Concrete cover for pipe embedments with their fittings shall be at least 1-1/2 in. For concrete exposed to earth or weather, and at least 3/4 in. For concrete not exposed to weather, or not in contact with ground Aluminum conduit, aluminum sleeves and aluminum embeds are not permitted in concrete. All conduits shall be placed within the middle one-third of the slab thickness. The maximum size of conduits shall be 1 1/4” diameter and shall be spaced no closer (to each other or reinforcing steel) than 4 inches unless prior approval is obtained from the structural engineer. Sleeves and conduits shall pass perpendicularly through beams in the center third of the beam's depth.Embedded boxes shall not be located on the bottom face of beams and shall meet clearance requirements for beam reinforcing tendons and reinforcing steel. Embedded boxes, sleeves and conduits shall not be placed within a distance of 2’-6” from the face of any column and shall not be placed within 1’-6” of any anchor without prior approval from the structural engineer. In areas of high conduit concentration where it is not possible to meet the above requirements, consult the structural engineer prior to placement. Provide a 3/4 inch chamfer for all exposed concrete corners. See architectural drawings for details and additional requirements. Formwork and all shoring for flatwork shall be left in place until the concrete reaches at least 75 percent of the 28-day compressive strength. Design of shoring and reshoring is the responsibility of the Contractor and shall conform to ACI 347R and ACI 347.2R. Concrete compressive strength testing used to determine flatwork stripping times shall be performed using one of the following methods: CIPPOC and standard cylinders cured and stored in the same conditions as the flatwork. Maturity testing properly calibrated and conducted by an approved testing agency. Calcium chloride is not permitted as a concrete additive. Concrete Cover on Reinforcing: Topping Slab: 3/4" clear top Slab on Grade: upper third of slab Concrete covers are intended to meet 2 hour rating requirements of IBC Section 721.1 prescriptive fire protection. Footings and Caissons: 3” clear bottom and sides 2” clear top Walls: #5 and smaller 1 1/2” clear earth or weather face #6 and greater 2" clear earth or weather face 3/4” interior face Columns and Beams: 1 1/2” clear to ties or stirrups Joists: 1” clear top 3/4” clear bottom and sides Slabs: 1" clear top 3/4" clear bottom carbonate aggregate 1" clear bottom siliceous aggregate SHOP DRAWINGS: Submit shop drawing schedule with construction schedule that includes consideration for review period. See specification for additional information. General contractor shall submit shop drawings in digital format (.pdf) for structural review. Digital drawings shall meet the following requirements. 1. All pages are rotated, printed to scale with searchable text. 2. All transmittals shall be located as the first page of the submittal or as a separate file within one digital package. 3. Contractor digital review comments and their digital stamp shall be attached. Our review will not occur until the contractor has reviewed, coordinated with other trades and provided shop stamp. 4. MBJ will mark-up the digital set in red and return a digital file via email, ftp site or other means. Under no circumstances will MBJ review shop drawings that are considered to be scanned/copied construction document submittals. The Detailer shall produce and submit original documents for review. POST-INSTALLED ANCHORS: Post installed anchors to be installed in concrete base material shall have current ICC approval for use in both cracked and un- cracked concrete in accordance with ACI 355.2, ACI 355.4, ICC ES AC193 and ICC ES AC308. Post-installed anchors to be installed in masonry base material shall have a current ICC approval for use in uncracked, fully grouted concrete masonry unit construction in accordance with ICC-ES AC01, ICC-ES AC58 and ICC-ES AC106. Contact Engineer of Record for anchorage to hollow masonry or unreinforced clay masonry not covered by this section. Post-installed anchors shall only be used where specified on the construction documents. The Contractor shall obtain approval from the Engineer of Record prior to installing post-installed anchors in place of missing or misplaced cast-in-place anchors. Submit a work plan including proposed products for approval prior to commencing corrective work. Post-installed adhesive anchors shall not be used for fire rated components supporting gravity loads. Verify that supporting substrate and environmental conditions are consistent with the manufacturer’s installation instructions and the ICC-ES report. Post-installed anchors shall be installed in accordance with the manufacturer’s installation instructions and the ICC-ES report, including hole drilling and cleaning. The general contractor shall engage a testing company to locate existing reinforcing and other embedded items by non- destructive means (GPR, pacometer or other approved means) as necessary to accurately locate existing elements prior to beginning drilling operations. Do not cut or damage existing reinforcing or other embedded items unless explicitly approved by the Engineer of Record. Notify the EOR if there is a conflict between the anchor location and an embedded item. Pre-approved products for post-installed anchors are listed below. See specifications for additional pre-approved products and substitution request requirements. The following wedge anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti Kwik Bolt TZ2 ESR-4266 Concrete Simpson Strong Bolt 2 ESR-3037 Concrete Dewalt Power Stud+ SD2 ESR-2502 Masonry (*) Hilti Kwik Bolt 1 IAPMO ER-677 Masonry (*) Simpson Strong Bolt 2 IAPMO ER-240 Masonry (*) Dewalt Power Stud+ SD1 ESR-2966 The following sleeve anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti HSL-3 ESR-1545 Concrete Dewalt Power Bolt + ESR-3260 The following screw anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti Kwik HUS-EZ ESR-3027 Concrete Simpson Titen HD ESR-2713 Concrete Dewalt Screw Bolt+ ESR-3889 Masonry (*) Hilti Kwik HUS-EZ ESR-3056 Masonry (**) Simpson Titen HD ESR-1056 Masonry (*) Dewalt Screw Bolt+ ESR-4042 The following adhesive anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti HIT HY 200-V3 ESR-4868 Concrete Hilti HIT HY 100 ESR-3574 Concrete Hilti HIT RE 500-V3 ESR-3814 Concrete Simpson AT 3G ESR-5026 Concrete Dewalt AC200+ ESR-4027 Concrete Dewalt Pure110+ ESR-3298 Masonry (**) Hilti HIT HY 270 ESR-4143/4144 The following power-actuated fastener products are pre-approved: Base Material Product ICC-ES Report Steel/Concrete/Masonry/Wood Hilti Low Velocity ESR-1663 Steel/Concrete/Masonry/Wood Hilti X-U ESR-2269 Steel/Concrete/Masonry/Wood Simpson Powder-Actuated ESR-2138 Steel/Concrete/Masonry/Wood Dewalt Power-Driven ESR-2024 Steel/Concrete/Masonry/Wood Dewalt Trak-It ESR-3275 (*) Indicates products listed are for anchorage to solid grouted concrete masonry units only. (**) Indicated products listed are for anchorage to solid grouted or ungrouted concrete masonry units. Do not use anchors in ungrouted cells unless shown explicitly directed by Engineer of Record. STRUCTURAL STEEL: Structural steel shall be detailed, fabricated and erected in compliance with AISC Specification for the design, fabrication, erection of structural steel for building, and Code of Standard Practice, and OSHA steel erection standards. All beams and girders shall be cambered at mid-span as indicated on the structural drawings. The cambers indicated shall be measured in the fabricators shop. Cambering tolerances shall be (-0”, +1/2”). No center point cambering allowed. Splicing structural members where not detailed on the drawings is prohibited without prior approval of the Structural Engineer of Record. Modification of structural steel members in the field is not allowed without written approval by the Structural Engineer of Record. All composite beams using the concrete slab as a compression flange are designed for unshored construction unless noted otherwise. Anchor rods shall be minimum 3/4” diameter or as detailed in drawings. Where weld sizes are not indicated provide minimum weld size as indicated in AISC table J2.4. STRUCTURAL STEEL CONNECTIONS: All steel connections are as indicated on the drawings. All re-entrant corners must be shaped notch free per AWS D1.1 to a minimum radius of 1”except corners in connection material and beam copes. Welded connections shall be made in accordance with AWS D1.1 Structural Welding Code using E70XX electrodes unless noted otherwise. Weld sizes not shown or controlled by the required forces shall be AWS code minimum size. Welds shall be visually inspected for compliance with the AWS code visual inspection criteria. Welders shall be qualified in accordance with AWS D1.1 and shall be experienced in welding structural steel. CONCRETE SLABS ON GRADE: Slabs on grade shall be place in lane fashion. The control or construction joints shall be placed as shown on the drawings. The joints shall align with the column grids and be spaced as noted below: Exterior slabs 24 times slab thickness, maximum; Interior slabs 36 times slab thickness, maximum; Interior slabs 48 times slab thickness, maximum. with carpeting The panels formed by control or construction joints shall not be “L” shaped, and a rectangular panel’s aspect ratio shall not exceed 1.5. Refer to the drawings for the typical slab on grade construction and saw cut control joint detail. Control and construction joints must be continuous and not offset. Refer to drawings for detail of isolation diamonds or circles at columns. Refer to drawings for reinforcing at re-entrant corners. Bend bars as necessary at obstructions. Refer to the specification for the existence, type, and thickness of interior ground vapor retarder. Locate a vapor retarder directly beneath the slab on grade on top of a 6 inch compactable granular base. Refer to the specification for requirements for the compactable granular base. Mechanically vibrate concrete around trench drains, floor ducts, construction joint dowels, loading docks, architectural features and other embedded items. Refer to flooring manufacturer’s specification for levelness, flatness and curing of concrete slabs on grade to receive special architectural floor finishes. Where slab demolition occurs in slabs on grade, curbs and sidewalk areas, typically saw cut slabs for new work to the widths indicated on plan. Where such saw cuts would occur within 3 feet or less of an existing control or construction joint, remove slabs to the nearest existing control or construction joint. Dowel edges as indicated for typical slabs in other areas. Provide slab control joints in new slabs at locations to match existing slab control joints, and also a spacing to keep slab panel aspect ratios as square as possible, but at a spacing not to exceed 10’-0”. Slab finishes shall match original existing finishes of surrounding slabs, subject to review of Architect. REINFORCED MASONRY: Masonry work shall conform to all requirements of ACI 530, “Building Code Requirements for Masonry Structures.” All masonry units are placed in running bond fashion. Corners shall have a standard bond by overlapping units. Special shapes shall be provided for jambs, columns, pilasters, control joints, corners, and lintels. All masonry walls shall have horizontal joint reinforcing spaced at 16” oc. Horizontal joint reinforcing shall be ladder style and fabricated with galvanized nine-gauge wire and shall include corner and intersecting wall pieces. Provide minimum 6” laps at all splices. Vertical reinforcing shall be held in place by rebar positioners, crossties, chairs, or tying to every other layer of horizontal reinforcing steel. Refer to the detail in the drawings for vertical reinforcing bar location in a core. Provide concrete cover of minimum 1/2" to face shell. Refer to detail in the drawings for reinforcing bar lap lengths. Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing. Extend vertical reinforcing into the next level of construction and lap in accordance with the lap schedule. 1.1 Fabricator Documentation - Note (1) 1. STEEL CONSTRUCTION: Section 1705.2.1 and Table 1705.2.3 Continuous Periodic None 1.5 Welds: Full and Part Pen and Multi-Pass Fillet 1.6 Welds: Single Pass Fillet for All Sections 1.7 Frame Joint Detail Compliance 2.1 Member Shape and Size Compliance in Formwork 2. CONCRETE CONSTRUCTION: Section 1705.3 and Table 1705.3 2.2 Reinf Steel and PT Tendons Size, Quantity and Placement 2.3 Weldability of Reinforcing and Welds 2.4 Anchors in Concrete 2.5 Use of Required Mix Design 2.6 Sample for Specimens and Tests 2.7 Placement of CIP Concrete and Shotcrete 2.8 Curing Compliance 3.1 Level 2: TMS 602 Table 4 3. MASONRY CONSTRUCTION: Section 1705.4 3.1.1 Proportions of Site-Prepared Mortar 3.1.2 Sample Panel Construction 3.1.3 Grout Space 5.1 Bearing Material, Capacity and Depth 5. SOILS: Section 1705.6 and Table 1705.6 5.2 Compacted Fill Compliance With Soils Report Notes: 1. When the fabricator does not meet the requirements of 1704.2.5.1. 2. Empirically designed masonry is excluded. STRUCTURAL TEST AND SPECIAL INSPECTION SCHEDULE: 3.1.4 Placement of Reinforcement, Connectors and Anchors 3.1.5 Proportions of Site Prepared Grout 3.1.6 Placement of Masonry Units and Mortar Joint Construction 3.1.7 Size and Location of Structural Members 3.1.8 Welding of Reinforcement 3.1.9 Grout Placement 3.1.10 Preparation of Grout Specimens, Mortar Specimens and/or Prisms Concrete Masonry- Unit Strength (f'm): F’m 2,000 psi Typical Units: 2,000 psi per ASTM C90 Masonry Grout 2,000 psi Masonry Mortar ASTM C270, Type S Structural Steel (Fy): Wide Flanges: 50,000 psi ASTM A992 Angles, Channels, Plates, and Bars 36,000 psi ASTM A36 Rectangular HSS 46,000 psi ASTM A500, Grade B Round HSS 42,000 psi ASTM A500, Grade B Steel Pipe 35,000 psi ASTM A53, Grade B Structural Fasteners: Typical High-Strength Bolts 120,000 psi ASTM F3125 Grade A325 Twist-off Tension Control Bolts 120,000 psi ASTM F3125 Grade1852, Type 1 High-Strength Bolts where noted 150,000 psi ASTM F3125 Grade A490 Carbon Steel, Threaded Rods 36,000 psi ASTM A36 Threaded Rods Grade B7 where noted 125,000 psi ASTM A193 Stainless Steel, Threaded Rods 85,000 psi ASTM F593 Anchor Rods, Grade 36 UNO 36,000 psi ASTM F1554 Anchor Rods, Grade 55 where noted 55,000 psi ASTM F1554 Anchor Rods Grade 105 where noted 105,000 psi ASTM F1554 Direct Tension Indicator Washers where noted ASTM F959 SAWN LUMBER: Spruce-Pine-Fir (SPF) No. 2 or better: Fb 875 psi (Studs, Joists and Headers): Fc 1150 psi parallel to grain Fc 425 psi perpendicular to grain E 1,400,000 psi Southern Yellow Pine (SYP) No. 2 or better: Fb 1500 psi (Preservative Treated Wood) Fv 175 psi Fc 1600 psi parallel to grain Fc 565 psi perpendicular to grain E 1,600,000 psi Douglas Fir-Larch (DFL) No. 1 or better: (Heavy Timber, full sawn) Fb 1200 psi (Beams and columns wider than 5”) Fv 170 psi Fc 1000 psi parallel to grain Fc 625psi perpendicular to grain Ft 825 psi E 1,600,000 psi STRUCTURAL COMPOSITE LUMBER: Laminated Veneer Lumber (LVL): Fb 2900 psi (Beams and Headers) Fv 285 psi (1 3/4” x Depth) Fc 750 psi perpendicular to grain E 2,000,000 psi Parallel Strand Lumber (PSL): Fb 2400 psi tabulated (Columns and Posts) Fc 2500 psi parallel to grain E 1,800,000 psi Laminated Strand Lumber (LSL): Fb 1700 psi (Rim Board) Fv 410 psi Fc 750 psi perpendicular to grain E 1,350,000 psi Oriented Strand Board (OSB): Fbe 600 psi (APA Rated Rim Board) Fve 270 psi Fce 550 psi perpendicular to grain E 550,000 psi E 1,300,000 psi When typical vertical wall reinforcing is interrupted by long wall openings, provide typical vertical wall reinforcing above and below opening, and extend into horizontal bond beams. Refer to the schedule on the drawings, for masonry wall opening lintels and jamb reinforcing. Provide vertical reinforcing at the ends of walls and at wall intersections to match specified reinforcing. Run reinforcing full height of walls. All masonry units shall be placed with full face shell mortar coverage on horizontal and vertical face shells. Webs shall also have full mortar coverage around all grouted cells. Fill block core at vertical reinforcing (8" minimum length along wall) with concrete grout. Filling cores with mortar is not allowed. Vibrate in place. Rodding and puddling are not allowed. Maximum grout lift height is 5'-4". Maximum grout pour height is 8'-0", provide cleanouts if pour heights exceed 5'-4". Masonry cement mortar is not allowed. Calcium chloride or admixtures containing chloride shall not be used in mortar or grout. For reinforced masonry bond beams, provide bent corner bars at corners and intersections that match reinforcing. Step bond beams as necessary to match roof slopes. Lap reinforcing bars per schedule. For construction of masonry control joints refer to detail in drawings. Unless noted otherwise on the drawings place control joints in masonry walls such that no straight run of wall exceeds 24’-0” and within 4’-0” of corners. Do not place control joints within 48 inches of a masonry opening jamb or a steel bearing plate. Bond beams shall be constructed with flow through knock out bond beam blocks and reinforced with 2 - #5 continuous unless noted otherwise. Place bond beam reinforcing continuously through control joints. Do not splice bond beam reinforcing within 6’-0” of a control joint. Provide bond beam with reinforcing at all floor lines, roof lines, and top of walls. Refer to details in the drawings. Grout below steel bearing plate and refer to the drawings for additional information. Refer to drawings for reinforcing schedule, top of wall bracing, thickened bearing slab and lintel schedule for non-bearing masonry walls. Refer to Architectural drawings for location and extent. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S002 GENERAL STRUCTURAL NOTES 2025-04-10 24-635 RE V I S I O N S # R E V D A T E 127 WOOD FRAMING: DIMENSION LUMBER: With Type 3A or 3B construction, all lumber in exterior walls shall be fire retardant treated wood. All member sizes given in the drawings are nominal dimensions. All lumber shall be kiln-dried, maximum moisture content 15% and grade marked according to the National Forest Products Association Regulations. All joists (greater than 2x8) shall be supported laterally at the ends and at each support by solid blocking except where ends of joists are nailed to a header, band or rim joist or to an adjoining stud. Solid blocking shall be not less than 2" in thickness and the full depth of the joist. Wood joists shall bear on the full width of supporting members, stud walls, beams, etc., unless otherwise noted. Do not notch or cut joist unless approved by the Structural Engineer of Record. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong- Tie" joist hangers or equal. Use type "LUS" (or equal) for single 2x's and double 2x's and type "UTF" for framing to trusses where required. The joist hangers shall be nailed using special nails supplied by the hanger manufacturer. Proposed nail type substitutions shall conform to the ICC report for equal or greater load capacity and shall be submitted with the ICC report to the Structural Engineer of Record for written approval. Wood headers or posts made up of 2 or more 2x's shall be spiked together per the nailing schedule. Provide minimum 2 - 2x trim studs at bearing ends of all headers. Where posts are shown on drawings, headers shall bear fully on the posts. Wood columns shall have solid vertical blocking through the floors to the support below. All holes drilled through studs or posts in walls shall strictly conform to the detail in the drawings. Wood columns are not to be notched or drilled for utilities. For walls 10'-0" and greater provide blocking at mid-height for construction stability. All walls shall have single bottom plate and double top plate. Double top plate splices shall lap 4'-0" and be nailed with 16 - 0.131” x 3” nails equally spaced with 1 1/2" end distance, unless noted otherwise on plan. Unless otherwise noted, bottom plates of all exterior stud walls and interior bearing walls shall be anchored to new concrete with 1/2" diameter anchor bolts, at 4'-0" oc, or with equivalent anchors, as approved by the structural engineer. All exterior lumber and all lumber in contact with concrete or masonry, or exposed to the exterior shall be treated Southern Yellow Pine. Each sill plate shall have a minimum of 2 anchor rods with an anchor rod located within 12" of each end. All connectors in contact with treated lumber shall have corrosion protection. For nailing/fastener schedule refer to the drawings. STRUCTURAL COMPOSITE LUMBER: Structural composite lumber shall be provided with member strengths as specified in the general structural notes. All members shall be stamped with the Manufacturer's name and/or logo, name of inspection agency and the applicable evaluation report numbers. Structural composite lumber such as laminated veneer lumber (LVL), parallel strand lumber (PSL), and laminated strand lumber (LSL), shall be the size and type shown on the drawings, manufactured by Truss-Joist or approved equal. LVL, PSL, and LSL shall be manufactured under a process approved by the national research board. All LVL shall be manufactured in accordance with NER-126 All PSL shall be manufactured in accordance with NER-292 All LSL shall be manufactured in accordance with NER-481 The manufacturing process shall use a waterproof adhesive meeting the requirements of ASTM D2559. All grain shall be parallel with the length of the member. Structural composite lumber shall be installed with a moisture content of 12% or less. The Contractor shall make provisions during construction to prevent the moisture content of installed beams from exceeding 12%. The Supplier is to furnish all connection materials required to fasten members to each other and to supports, exclusive of anchors embedded in masonry or concrete, and items to be field welded to structural steel. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong- Tie" joist hangers or equal. Use type "HU" (or equal) matching or exceeding the depth of the joist or beam. Install the hanger with the maximum number of fasteners specified by the manufacturer. The joist hangers shall be nailed using special nails supplied by the hanger manufacturer. Proposed nail type substitutions shall conform to the ICC report for equal or greater load capacity and shall be submitted with the ICC report to the Structural Engineer of Record for written approval. Comply with all recommendations by the Manufacturer and with approved shop drawings for the proper storage, handling, protection, installation and temporary bracing requirements of these materials. Bear members full width of supporting member, stud walls, posts, trim studs, beams, etc. Notching of the bearing end or the top and bottom face is not permitted. When installing lag screws, drill a lead hole. PREMANUFACTURED OPEN WEB WOOD TRUSSES: Premanufactured Open Web Wood Chord Trusses shall be designed by the manufacturer for the spans and conditions shown on the plans and shall be furnished and installed in accordance with the manufacturer's specifications. All necessary bridging, blocking, prenotched plates, etc. shall be provided by the manufacturer. Complete shop drawings including an erection plan, details of each member an each connection shall be submitted for review by the architect and engineer prior to fabrication. Shop drawings and complete structural calculations shall be certified by a qualified professional engineer licensed in the state where the project occurs. Comply with all recommendations by the manufacturer and the approved shop drawings for proper storage, handling, protection, installation, and temporary bracing requirements. Permanent bridging shall be installed in accordance with the manufacturer's specification. Open Web Trusses and bridging (the ceiling sheathing neglected) shall be capable of resisting minimum 10 psf net wind uplift or as specified in the general structural notes load section. Open Web Trusses shall be designed for the following minimum dead loads and deflection criteria: Roof: Top chord 15 psf, bottom chord 10 psf Floor: Top chord 15 psf, bottom chord 10 psf Roof: Live load deflection < L/360, total load deflection < L/240 Floor: Live load deflection < L/480, total load deflection < L/360 Calculations for strength and stiffness that determine size and spacing of open web trusses shall be based on the truss section properties only and shall not use the composite action between wood I joists and attached sheathing. Notching or cutting of Open Web Trusses, top or bottom chords is not permitted. Bear Open Web Trusses full width of supporting member: stud walls, beams, posts, hanger seats, etc. Align wall studs with open web trusses bearing. Add wall studs as necessary. A qualified representative of the Open Web Wood Chord Truss manufacturer shall inspect and approve the system installation prior to installing finish materials to be certain that the system is in compliance with all requirements of the shop drawings. Submit a written report summarizing the inspection and the product warranty to the owner at the completion of the product. Copy the engineer with the report. Truss Plate Manufacturer shall be a current member in good standing of the Truss Plate Institute. The Truss Fabricator shall participate in a third party quality assurance program that is approved by a code approved inspection agency or that meets the requirement of the Truss Plate Institute. Truss spacing indicated from center to center of truss and shall not exceed 2’-0" oc Truss plate connections shall be designed in accordance with the Truss Plate Institute. WOOD STRUCTURAL PANELS: Wood structural panels shall conform to the requirement of "U.S. Product Standard PS 1 for Construction and industrial Plywood", "U.S. Product Standard PS 2 Performance Standard for Wood-Based Structural-Use Panels", or "APA PRP-108 Performance Standards." Panels shall be APA Rated Sheathing, Exposure 1, of the thickness and span rating shown on the drawings. Wood structural panel installation shall be in conformance with APA recommendations. Allow 1/8" spacing at panel ends and edges, unless otherwise recommended by the Panel Manufacturer. All roof sheathing and sub-flooring shall be installed with face grain perpendicular to supports, except as indicated on the drawings. Roof sheathing shall either be blocked, tongue-and-groove, or have edges supported by plywood edge clips centered between roof framing elements. When roof sheathing is nailed directly to blocking, the blocking shall be nailed to support members with a minimum of 16d nails at 4" oc. Sub-flooring sheathing shall have tongue and groove joints or be supported by blocking. Sub-flooring panels shall be field glued to the framing using adhesives meeting APA Specifications AFG-O1 or ASTM D3498. For nailing of wall panels to framing refer to the drawings or nailing schedule in the drawings. WOOD FASTENERS – STRUCTURAL WOOD SCREWS: Structural wood screws as specified in the drawings refer to threaded steel screws that are self-drilling, dowel-type fasteners used primarily for wood-to-wood connections. These carbon steel screws are manufactured by a cold-formed process and are heat-treated with rolled threads. No pre-drilling is required. Screws are specified in the drawings per nominal diameter and length. The diameter refers to a nominal measure of the threads, which is larger than the unthreaded shaft of the fastener. Length specified does not include fastener head. Actual dimensions and available lengths vary with Manufacturer. Acceptable products are listed below. Contractor may submit alternate products for approval by Structural Engineer of Record. The following minimum dimensions and material properties shall apply: Size specified Minimum Shank; Root Diameters (in) Acceptable Products 1/4” Diameter 0.169” 0.150” GRK RSS Simpson SDS 5/16” Diameter 0.189” 0.172” GRK RSS Simpson SDWH FastenMasterTimberlok 3/8” Diameter 0.219” 0.191” GRK RSS Simpson SDWS FastenmasterLedgerlok Minimum Allowable Tension strength of fastener (lbs): 1/4” Diameter 1112 lbs 5/16” Diameter 1210 lbs 3/8” Diameter 1505 lbs Minimum Allowable Shear strength of fastener (lbs): 1/4” Diameter 754 lbs 5/16” Diameter 770 lbs 3/8” Diameter 910 lbs Minimum Bending Yield Strength: 165,000 psi WOOD FASTENERS – NAILING: Framing nail sizes specified on the drawings are based on the following specification UNO: Size Length Diameter 6d common 2" 0.113" 8d common 2 1/2" 0.131" 10d common 3" 0.148" 12d common 3 1/4" 0.148" 16d common 3 1/2" 0.162" Size Length Diameter 6d box 2” 0.099" 8d box 2 1/2" 0.113" 10d box 3" 0.128" 16d box 3 1/4" 0.135" Size Length Diameter 6d cooler 1 7/8” 0.092" 8d cooler 2 3/8" 0.113" All framing nails shall conform to ASTM F667, "Standard Specification for Power Driven Fasteners: Nails, Spikes and Staples" and NER-272 "Power Driven Staples and Nails for Use in All Types of Building Construction”. Cooler nails shall comply with ASTM C514. Refer to nailing schedule in the drawings for nail size and spacing at a specified condition. Nails shall be identified by labels attached to their containers that show the Manufacturer's name and NES report number, nail shank diameter, and length. Submit this information prior to framing. If the Contractor proposes the use of alternate nails, they shall submit prior to construction nail specifications with certified calculations showing structural equivalence to the Structural Engineer of Record for review and approval. Nails fastening APA rated plywood sheathing shall be driven flush to the face of sheathing with no counter sinking permitted. Renail sheathing as necessary to comply. All roof truss bearing points shall be anchored with a minimum of one Simpson H1 truss anchor. All floor truss bearing points shall be anchored with a minimum of one Simpson H2.5 truss anchor. – (seismic note) Exact configuration of special hip, valley and intersection areas shall be determined by the Truss Supplier, unless noted otherwise on plans. Provide all truss to truss, and truss to girder truss connection details and necessary connection materials. Site fabricated trusses are not allowed. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S003 GENERAL STRUCTURAL NOTES 2025-04-10 24-635 RE V I S I O N S # R E V D A T E 128 A B C D E 1 2 3 1 2 3 4 3 2 1 MARK SUPERIMPOSED UNIFORM LOAD SCHEDULE SUPERIMPOSED LOAD SCHEDULES SNOW LOAD (PSF) 17.9 35 1 2 43.4 51.8 3 4 phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S100 LOAD DIAGRAMS 2025-04-10 24-635 RE V I S I O N S # R E V D A T E 1/4" = 1'-0"1 SNOW LOAD DIAGRAM 129 FS FS FS FS A B C D E 1 2 3 42' - 0"32' - 8 1/2" 4' - 0 " 44 ' - 0 1 / 2 " 8' - 0 " 4' - 0 " TSE = 100' - 0" 4" SLAB ON GRADE TWE = 101' - 4" MW1 MW1 MW1 MW1 MW1 TWE = 101' - 4" TWE = 101' - 4" TWE = 101' - 4" TWE = 101' - 4" ( 96' - 8" ) ( 98' - 0" ) ( 99' - 4" ) ( 98' - 0" ) ( 96' - 8" ) ( 98' - 0" ) ( 98' - 0" ) ( 99' - 4" ) CJ -SEE DETAIL 10/ S401 CJ -SEE DETAIL 10/ S401 CJ - SE E D E T A I L 10 / S 4 0 1 CJ - SE E D E T A I L 10 / S 4 0 1HSS4 x 4 x 1/4HSS4 x 4 x 1/41 S501 TYP 2 S5016x66x66x64' - 1 1/4"9' - 5 3/4"13' - 9" 8 3 / 4 "6x66x66x66x66x610 7 / 8 " 4' - 1 1/4"9' - 5 3/4"13' - 9" 1 S501 TYP 1 S501 2 S501 20 ' - 0 1 / 8 " 9' - 1 1 1 / 2 " 2 S501 8 3 / 4 " 16 ' - 1 0 3 / 8 " 16 ' - 1 0 1 / 4 " 10' - 5 1/8"6x66x66x61 S501 TYP6x68 3 / 4 " 2 S501 1 4 -LOCATIONS W616 W616 W616 W616 W616 4 S501 TYP 4 S501 4 S501 W616 3 S501 3 S501 WF 1 WF 1 WF1 WF1 WF 1 WF1 MW1MW1 5 S501 WF 2 MW1 MW1 5 S501 WF 2 WF 2 MW1 MW1 5 S501 WF 2 MW1 MW1 5 S501 6 S501 WF 1 SW B SW B SW A SWCSWC SW C SW C SW C SW C SWCHD1HD1HD1HD1HD1HD1HD1HD1HD1HD1HD1HD1HD1HD16 S501 WF 1 - ---S301 1 - ---S301 1 PLAN NOTES (UNLESS NOTED OTHERWISE): 1. PROJECT DATUM ELEVATION 100’-0”= _____’. SEE CIVIL AND ARCHITECTURAL DRAWINGS. 2. SHALL BE PLACED BELOW THE ADJACENT FINISHED GRADE AS NOTED THUS: 99'-4" AT INTERIOR FOOTINGS, 96'-8" AT EXTERIOR PERIMETER FOOTINGS, AND 95'-6" AT UNHEATED PERIMETER OR EXTERIOR ISOLATED FOOTINGS. 3. ALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS. 4. SEE TYPICAL FOUNDATION DETAILS FOR UTILITY PENETRATIONS THROUGH FOUNDATIONS. SEE PLAN FOR APPROXIMATE LOCATIONS. VERIFY LOCATIONS AND ELEVATIONS WITH MECHANICAL DRAWINGS. 5. TOP OF PIER ELEVATION (TPE) = 99’-6”, UNLESS NOTED OTHERWISE ON PLAN AS (XX’-XX”). 6. FOR SLAB JOINT LAYOUTS, SEE PLANS AND GENERAL STRUCTURAL NOTES FOR CRITERIA. FOR TYPICAL CONTROL AND CONSTRUCTION JOINTS SEE TYPICAL SLAB JOINTING DETAILS. 7. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING LOCATIONS AND DIMENSIONS OF RAMPS, SLAB SLOPES, SLAB STEPS AND SLAB DEPRESSIONS. 8. VERIFY SIZE, LOCATION AND INVERT ELEVATIONS FOR ALL UTILITIES, SITE STRUCTURES, SUMPS AND DRAINS WITH CIVIL, MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. 9. SEE CIVIL / LANDSCAPE DRAWINGS FOR PAVING AND SITE DETAILS AT THE BUILDING EXTERIOR. ALTERNATE #2: DRILLED PIER AND COLUMN. KEYNOTES: 1 phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S201 FOUNDATION PLAN 2025-04-10 24-635 1/4" = 1'-0"1 FOUNDATION PLAN - LEVEL 1 RE V I S I O N S # R E V D A T E 130 A B C D E 1 2 3 42' - 0"32' - 8 1/2" 4' - 0 " 44 ' - 0 1 / 2 " 8' - 0 " 4' - 0 " RI D G E SLOPESLOPE RIDGE SL O P E SL O P E RI D G E SLOPESLOPE W12 x 40 (111' - 1 1/2") 2 S701 H3 1 0 L F H3 1 0 L F H3 1 0 L F H2 8 L H2 8 L H2 8 L 11 ' - 1 0 7 / 8 " 1 H310FH310FH310F H26 H26 H28 1 H2 6 H3 1 0 F H3 1 0 F H3 1 0 F H310LF H310LF H310LF 1 1 1 S701 H2 8 L H3 1 0 L 4 S701 1 S701 5 S701 H2 8 L H2 8 H26 H26 H26 H310L 1 S701 3 S701 TYP ROOF FRAMING - SEE PLAN NOTES 1 4 S701 SIM 1 H2 6 H2 8 L H2 8 L H2 8 L 1 2 TYP ROOF FRAMING -SEE PLAN NOTES 5 S701 H28F H28F 6 S701 6 S701 3 S701 6 S701 6 S701 3 9 S701 9 S701 4 8 S701 7 S701 8 S701 9 S701 9 S701 6' - 0 " GIRDER TRUSS 10 S701 5 5 GIRDER TRUSS 6' - 0 " 10 S701 55 H28F H28F 6' - 8 " H38F H28F H28F 6' - 8 " 6' - 8 " H3 8 F H3 8 F H3 8 F 6' - 8"6' - 8" H3 8 F H3 8 F H3 8 F 6' - 8"6' - 8" H3 8 F H3 8 L F H3 8 L F H28LF H38LF H38LF 8' - 6 " J2 8 2 4 J2 8 2 4 H38LF H38LF H38LF 8' - 6 " 8' - 6 " J2 8 2 4 J2 8 2 4 J2 8 2 4 J2 8 2 4 H28LF H2 8 F H2 8 F H2 8 F 6' - 8"6' - 8" H2 8 F H2 8 F H2 8 F 6' - 8"6' - 8" H2 8 F J2824J2824J2824J2824J2824 J2 8 2 4 J2 8 2 4 J2 8 2 4 J2 8 2 4 J2 8 2 4 J2 8 2 4 J2824 J2824 J2824 J2824 J2824 J2824 PLAN NOTES (UNLESS NOTED OTHERWISE): 1. TOP OF SHEATHING ELEVATION (TSE) = VARIES. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPE. 2. TYPICAL ROOF FRAMING IS METAL PLATED WOOD TRUSSES WITH 24" HEEL AT 24" ON CENTER. 3. ROOF SHEATHING SHALL CONSIST OF 5/8" APA RATED PLYWOOD/OSB. ATTACH SHEATHING TO FRAMING MEMBERS PER TYPICAL WOOD ROOF DIAPHRAGM DETAIL. 4. VERIFY SIZE, LOCATION AND NUMBER OF ALL OPENINGS THROUGH FLOOR WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 5. DASHED WALLS ON PLAN INDICATE BEARING WALLS BELOW. 6. SEE TYPICAL WOOD HEADER AND TRIMMER STUD SCHEDULE FOR WOOD HEADER REQUIREMENTS. 7. BEAMS AND HEADERS SHALL BE DROPPED BELOW JOIST/TRUSS BEARING ELEVATION UNLESS NOTED OTHERWISE ON PLAN AS FLUSH HEADER. 5/8" APA RATED PLYWOOD/OSB. KEYNOTES: 1 ALTERNATE #1: PARTITION WALL. BASIS OF DESIGN FOR WIDE FLANGE BEAM ASSUMES 10 PSF PARTITION WEIGHT, 10 PSF WINDOW WEIGHT AND MAX ALLOWABLE DEFLECTION DUE TO PARTITION OF 1/2". NOTE WIDE FLANGE BEAM AND SUPPORT COLUMNS ARE PART OF THE BASE BID. 2 24" DEEP PARALLEL CHORD METAL PLATED WOOD SCISSOR TRUSSES AT 24'' ON CENTER.3 ALTERNATE #2 CANOPY AND ASSOCIATED FRAMING.4 24" DEEP PARALLEL CHORD METAL PLATED WOOD TRUSSES AT 24" ON CENTER.5 1/4" = 1'-0"1 ROOF phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S202 ROOF FRAMING PLAN 2025-04-10 24-635 RE V I S I O N S # R E V D A T E 131 6x8 6x8 6x8 6x8 6x86x8 2 -KING STUDS 1 -TRIMMER STUD 2 -1 3/4" x 5 1/4" LVL TYP POST BETWEEN STOREFRONT WINDOWS 2 -KING STUDS 1 -TRIMMER STUD SIMPSON HH6 TYP phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S301 STORE FRONT ELEVATION 2025-04-10 24-635 1/4" = 1'-0"S301 1 STOREFRONT ELEVATION RE V I S I O N S # R E V D A T E 132 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE f'c = 4,000 PSI NOTES: 1. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60 REINFORCING BARS IN NORMAL WEIGHT CONCRETE. 2. PROVIDE CLASS A LAP UNLESS NOTED OTHERWISE. 3. FOR EPOXY COATED BAR, MULTIPLY THE ABOVE LENGTHS BY 1.5. 4. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE ABOVE LENGTHS BY 1.3. 5. FOR TOP BARS IN BEAMS AND HORIZONTAL WALL REINFORCING, MULTIPLY THE ABOVE LENGTHS BY 1.3. 6. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE LENGTH, NOT TO EXCEED 6". BAR SIZE #3 f'c = 5,000 PSI f'c ≥ 6,000 PSI #4 #5 #6 #7 #8 #9 #10 #11 18" 16" 22" 20" 28" 26" 34" 32" 50" 44" 56" 52" 64" 58" 70" 64" 78" 72" 20" 26" 32" 38" 54" 62" 70" 80" 88" 22" 30" 36" 44" 64" 72" 82" 92" 102" 16" 20" 24" 30" 42" 48" 54" 62" 68" 18" 22" 28" 34" 48" 56" 62" 70" 78" 14" 12" 18" 16" 22" 20" 26" 24" 38" 34" 44" 40" 48" 44" 54" 50" 60" 56" CLASS A CLASS B f'c = 3,000 PSI CLASS A CLASS B CLASS A CLASS B CLASS A CLASS B NOTES: 1. SEE TYPICAL FOOTING DETAILS FOR ADDITIONAL INFORMATION. 2. LONGITUDINAL (LONG) BARS ARE PARALLEL TO FOOTING LENGTH DIMENSION AND TRANSVERSE (TRANS) BARS ARE PARALLEL TO FOOTING WIDTH DIMENSION 3. CENTER FOOTING ON COLUMN, PIER OR WALL UNLESS NOTED OTHERWISE. 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. 5. FOR RECTANGULAR FOOTINGS, LONGITUDINAL BARS ARE TO BE THE BOTTOM LAYER OF REINFORCING. NOTES: 1. SEE TYPICAL COLUMN, PIER AND FOOTING DETAIL FOR ADDITIONAL INFORMATION. 2. PROVIDE STANDARD 90 DEGREE HOOK AT VERTICAL (VERT) BARS TO FOOTING. 3. CONTRACTORS OPTION PROVIDE HOOKED DOWELS LAP SPLICED TO VERTICAL REINFORCING. MATCH SIZE AND LOCATION OF VERTICAL REINFORCING. 4 BAR SQUARE NOTES: 1. SEE TYPICAL WALL FOOTING DETAILS FOR ADDITIONAL INFORMATION. 2. LONGITUDINAL (LONG) REINFORCING IS CONTINUOUS. PROVIDE CLASS "A" LAP SPLICE TYP UNLESS NOTED OTHERWISE. 3. PROVIDE CORNER BARS AT CORNERS AND INTERSECTIONS. CONCRETE WALL FOOTING -SEE PLAN AND SCHEDULE NOTES: 1. SEE PLAN FOR FOOTING STEP LOCATIONS. 2. 'S' SHALL NOT EXCEED 16" FOR CMU WALLS OR 24" FOR CAST-IN-PLACE OR PRECAST CONCRETE WALLS. 2S MIN TFE -SEE PLAN 2S MIN S S 1 2 MIN TYP 3" CLR MATCH SIZE AND SPACING OF FOOTING REINFORCING LAP REINFORCING SEE LAP SPLICE SCHEDULE - TYP CONCRETE WALL FOOTING -SEE PLAN AND SCHEDULE TFE -SEE PLAN 1 2 MIN WALL FOOTING SEE PLAN AND SCHEDULE STEP AS NECESSARY AT UNDERGROUND UTILITY UTILITY SLEEVE REINFORCING TO MATCH WALL FOOTING REINFORCING NOTES: 1. SEE TYPICAL WALL FOOTING STEP DETAIL FOR ADDITIONAL INFORMATION. 2. UTILITY SLEEVE DIAMETER TO BE 2" GREATER THAN UTILITY PIPE OUTSIDE DIAMETER. INSULATE WITH 1" COMPRESSIBLE MATERIAL BETWEEN SLEEVE AND UTILITY. 3. AT FOOTINGS BELOW CMU WALLS, COORDINATE WALL FOOTING STEP LOCATIONS WITH CMU COURSING. 48" MIN T Y P 3 " C L R TOP OF FOOTING -SEE PLAN 3 " M I N NOTES: 1. THIS DETAIL IS A CONTRACTOR ALTERNATE TO STEPPED WALL FOOTINGS AT UTILITIES. THIS DETAIL MAY BE USED AT UTILITIES COMPLETELY BELOW THE BOTTOM OF WALL FOOTINGS ONLY. 2. UTILITY SLEEVE DIAMETER TO BE 2" GREATER THAN UTILITY PIPE OUTSIDE DIAMETER. PROVIDE 1" COMPRESSIBLE MATERIAL BETWEEN SLEEVE AND UTILITY. 1 2 MIN WALL FOOTING -SEE PLAN AND SCHEDULE UTILITY SLEEVE 48" MIN CONSTRUCTION JT AT TYPICAL BOTTOM OF WALL FOOTING ELEVATION WALL FOOTING REINFORCING CONTROLLED LOW STRENGTH CONC BELOW BOTTOM OF FOOTING MATCH WIDTH TO FOOTING ABOVE 1' - 0 " MI N TOP OF FOOTING - SEE PLAN AT INTERSECTION CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF TY P LA P S P L I C E TY P LA P S P L I C E AT CORNER STANDARD 90 DEG HOOK -TYP CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF AT OBTUSE CORNER ALTERNATE THE HOOK DIRECTION TYP LAP SPLICE EQ EQ EQ EQ EQ EQ NOTES: 1. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. AT INTERSECTION CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF TY P LA P S P L I C E TYP LAP SPLICE TY P LA P S P L I C E AT CORNER STANDARD 90 DEG HOOK -TYP STANDARD 90 DEG HOOK -TYP CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF AT OBTUSE CORNER TYP LAP SPLICE TYP LAP SPLICE 1/8" CONTROL JOINT CONSTRUCTION JOINT GRANULAR BASE AND VAPOR BARRIER - SEE SPECIFICATIONS AND GEOTECHNICAL REPORT SUBGRADE- SEE GEOTECHNICAL REPORT SLAB REINFORCING - SEE PLAN PL1/4 x 4 1/2 x 0'-4 1/2" DIAMOND SHAPED LOAD PLATE AT 18" OC OR CONTRACTOR TO SUBMIT ALTERNATE POCKET FORMER INTERRUPT ALL REINFORCING AT CONSTRUCTION JOINT T/ 3 T/ 4 SAW CUT AND INSTALL JOINT SEALANT PER SPECIFICATIONS CUT ALTERNATE REINFORCING BARS/ WIRES DIRECTLY BELOW JOINT NOTES: 1. PROVIDE CHAIRS FOR SUPPORT OF REINFORCING. 2. AT EXTERIOR SLAB ON GRADE LOCATIONS, VAPOR BARRIER IS NOT REQUIRED. 3. PROVIDE DIAMOND SHAPED LOAD PLATE COMPLIANT WITH ACI 302.1 R. TYP 3/4" CLR EQ REINFORCING 2" CLR AT ALTERNATE T TSE -SEE PLAN TSE -SEE PLAN phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S401 FOUNDATION SCHEDULES AND TYPICAL DETAILS 2025-04-10 24-635 1 : 1S401 1 REINFORCING BAR LAP SPLICE SCHEDULE CONCRETE PAD FOOTING SCHEDULE MARK SIZE REINFORCING - BOTTOM BARS COMMENTSLENGTH WIDTH THICKNESS LONG TRANS 1" = 1'-0"S401 2 CONCRETE PAD FOOTING SCHEDULE 1" = 1'-0"S401 3 CONCRETE PIER SCHEDULE 1" = 1'-0"S401 4 CONCRETE WALL FOOTING SCHEDULE CONCRETE WALL FOOTING SCHEDULE MARK WIDTH THICKNES S REINFORCING COMMENTSLONG WF1 2' - 0" 1' - 0" 2 - #5 WF2 3' - 0" 1' - 0" 3 - #5 PIER SCHEDULE MARK SIZE REINFORCING COMMENTSVERTICAL BARS TIES 1/2" = 1'-0"S401 5 TYPICAL WALL FOOTING STEP 1/2" = 1'-0"S401 6 TYPICAL STEPPED WALL FOOTING AT UTILITIES 1/2" = 1'-0"S401 7 ALTERNATE THICKENED WALL FOOTING AT UTILITIES 1/2" = 1'-0"S401 8 TYPICAL CORNER BAR PLACING DETAIL 1/2" = 1'-0"S401 9 TYPICAL CORNER BAR PLACING DETAIL 1" = 1'-0"S401 10 TYPICAL SLAB ON GRADE CONSTRUCTION RE V I S I O N S # R E V D A T E 133 CASE 1 ONE BAR PER CELL LOCATED IN THE CENTER OF THE CELL CASE 2 ALL OTHER CONDITIONS INCLUDING TWO BARS PER CELL AND SINGLE BARS NOT LOCATED IN THE CENTER OF THE CELL CMU REINFORCING BAR LAP SPLICE SCHEDULE: f'm = 2000 PSI #3 #4 #5 #6 #7 #8 CASE 1 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 6" CMU 8" CMU 10" CMU 12" CMUBAR SIZE 14" 14" 14" 14" 14" 14" 21" 18" 18" 24" 18" 22" 15" 25" 32" 22" 22" 37" 22" 35"39" -38" 35" 54" 35" 54"54" -52" 40" 63" 40" 63"- - -61"-53" 72"- NOTES: 1. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60 REINFORCING BARS IN ASTM C 90 HOLLOW UNITS. 2. CASE 1: ONE BAR PER CELL LOCATED IN THE CENTER OF THE CELL. CASE 2: ALL OTHER CONDITIONS, INCLUDING TWO BARS PER CELL AND SINGLE BARS NOT LOCATED IN THE CENTER OF THE CELL. 3. FOR EPOXY COATED BAR, MULTIPLY THE ABOVE LENGTHS BY 1.5. 4. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE LENGTH, NOT TO EXCEED 8". 5. REINFORCING BARS SHALL BE LAPPED IN THE SAME CMU CELL. 6. ALL BARS MUST BE PLACED IN FULLY GROUTED CELLS OR BOND BEAMS. LINTEL - SEE LINTEL SCHEDULE LINTEL REINFORCING - SEE LINTEL SCHEDULE TYPICAL VERTICAL WALL REINF - SEE CMU WALL SCHEDULE DOWELS TO STRUCTURE BELOW TO MATCH VERT REINF SIZE AND LOCATION - SEE WALL DETAILS JAMB REINFORCING - SEE JAMB SCHEDULE BOND BEAM REINFORCING - SEE TOP OF WALL DETAILS NOTES: 1. JAMB AND END OF WALL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE IN ADDITION TO TYPICAL VERTICAL WALL REINFORCING. 2. PROVIDE CONTROL JOINTS TO MEET SPACING REQUIREMENTS SHOWN AND AT LOCATIONS WHERE CHANGES IN WALL HEIGHT OCCUR, WHERE CHANGES IN WALL THICKNESS OCCUR, AND WHERE MOVEMENT JOINTS IN THE FLOOR ABOVE AND/OR BELOW OCCUR. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS AT NON-LOAD BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. 5. PROVIDE CLEANOUT AT BOTTOM COURSE FOR GROUT POURS GREATER THAN 5'-0" HIGH. 6. SILL REINFORCING SHALL BE LADDER JOINT REINFORCING IN THE FIRST OR SECOND MORTAR JOINT BELOW THE SILL OR A REINFORCED BOND BEAM. SILL REINFORCING SHALL EXTEND BETWEEN CONTROL JOINTS. 7. SEE NON-LOAD BEARING INTERIOR CMU WALL REINFORCING SCHEDULE FOR LINTEL AND JAMB REINFORCING REQUIRED AT NON-LOAD BEARING INTERIOR WALLS. END OF WALL OR CORNER CONTROL JOINT - SEE TYPICAL DETAIL END OF WALL OR CORNER REINFORCING - SEE TYPICAL DETAIL OR CORNER 4'-0" MAX TO END OF WALL CONTROL JOINT - SEE TYPICAL DETAIL 24'-0" MAX CONTROL JOINT SPACING TO WALL OPENING 4'-0" MIN HE I G H T 4' - 0 " T Y P L I F T LA P S P L I C E JAMB REINFORCING - SEE JAMB SCHEDULE SILL REINFORCING SEE TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM PLAN DETAILS FOR REINFORCING REQUIREMENTS TYP 12" MIN WALL CORNER JAMB OR WALL END WALL INTERSECTION LA P S P L I C E - T Y P ADDITIONAL BAR TO MATCH SCHEDULED VERT WALL REINF ADDITIONAL BAR TO MATCH SCHEDULED VERT WALL REINF AT WALL END PROVIDE ONE ADDITIONAL VERT BAR IN LAST CELL TO MATCH SCHEDULED VERT WALL REINF SIZE. AT JAMB PROVIDE REINF INDICATED IN JAMB SCHEDULE 90 DEG HOOK - TYP POUR THRU BOND BEAM BLOCK - TYP AT HORIZ REINF .NOTES: 1. GROUT CORES SOLID AT VERTICAL AND HORIZONTAL REINFORCING. 2. AT UNREINFORCED WALLS, PROVIDE #5 VERTICAL BARS AT WALL ENDS, CORNERS AND INTERSECTIONS. LAP SPLICE LENGTHALTERNATE HOOK DIRECTION WHERE POSSIBLE CORNER BARS SAME SIZE AND SPACING AS HORIZ WALL REINF 1/2" MIN CLR - TYP HORIZ BOND BEAM REINF - TYP BUILDING PAPER ONE SIDE OF JOINT VERT REINF IN GROUTED CORES ADJACENT TO CONTROL JOINT -TYP NOT REQUIRED AT UNREINFORCED WALLS GROUT SOLIDCAULK AND BACKER ROD EACH SIDE CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING CONTROL JOINT PLAN DETAIL OPTION CONTROL JOINT PLAN DETAIL OPTION NOTES: 1. SEE ARCHITECTURAL DRAWINGS, GENERAL STRUCTURAL NOTES, TYPICAL CMU WALL REINFORCING SCHEMATIC AND TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM DETAILS FOR CONTROL JOINT REQUIREMENTS AND LOCATIONS. 2. TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS. 3. DO NOT TERMINATE LINTEL REINFORCING AT CONTROL JOINTS. CMU WALL - TYP CAULK AND BACKER ROD EACH SIDE GROUT 2 CORES SOLID EACH SIDE OF CONTROL JOINT #2 x 32" SMOOTH DOWEL ONE END DEBONDED AT 16" OC IN MORTAR JOINT NOTES: 1. SEE ARCHITECTURAL DRAWINGS, GENERAL STRUCTURAL NOTES, TYPICAL CMU WALL REINFORCING SCHEMATIC AND TYPICAL CMU WALL CONTROL JOINT DETAILS FOR CONTROL JOINT REQUIREMENTS AND LOCATIONS. 2. PROVIDE CONTINUOUS HORIZONTAL BOND BEAM REINFORCING THROUGH CONTROL JOINTS AT FLOOR AND ROOF LEVELS AND AS OTHERWISE INDICATED FOR CMU WALLS SHOWN ON THE STRUCTURAL DRAWINGS. 3. PROVIDE LAPPED OR DISCONTINOUS HORIZONTAL BOND BEAM REINFORCING AT CONTROL JOINTS UNLESS NOTED OTHERWISE FOR CMU WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTROL JOINT LOCATION CONTINUOUS HORIZONTAL REINFORCING CONTINUOUS BOND BEAM REINFORCING - DO NOT LAP SPLICE BOND BEAM REINFORCING WITHIN 6'-0" OF CONTROL JOINT LAPPED HORIZONTAL REINFORCING DISCONTINUOUS HORIZONTAL REINFORCING WITH DOWEL 16" MIN ONE BAR LAPPED ACROSS CONTROL JOINT IN PLASTIC SLEEVE #2 x 32" SMOOTH DOWEL ONE END DEBONDED IN MORTAR JOINT CMU BOND BEAM - TYP BOND BEAM REINFORCING - TYP TYP 2" CLR 16" MINTYP 2" CLR MW1 MARK COMMENTS LOAD BEARING CMU WALL REINFORCING SCHEDULE THICKNESS 8" CENTERED IN WALL REINFORCING #4 AT 48" NOTES: 1. SEE TYPICAL CMU WALL DETAILS FOR ADDITIONAL INFORMATION. 2. PROVIDE DOWELS AT FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING. VERTICAL BOND BEAM HORIZONTAL INSULATED CMU - SEE ARCH FOR INSULATION AND VENEER MASONRY PIER/JAMB SCHEDULE MARK SIZE PER CELL PLACEMENT P1 DETAIL / COMMENTS ?" x ??"1 CENTERED TOTAL VERTICAL BARS _ - #_ UNLESS NOTED OTHERWISE: 1. STAGGER LAPS WHEN 2 BARS ARE LOCATED IN ONE CELL. 2. LAP BARS ABOVE AND BELOW LINTEL / BOND BEAM. 3. COORDINATE LOCATIONS OF PIERS AND ROUGH OPENINGS WITH ARCHITECT. 4. CENTER PIERS DIRECTLY BELOW BEAMS WHERE APPLICABLE. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S402 MASONRY SCHEDULES AND TYPICAL DETAILS 2025-04-10 24-635 NO SCALES402 1 CMU REINFORCING BAR LAP SPLICE SCHEDULE NO SCALES402 2 TYPICAL CMU WALL REINFORCING SCHEMATIC NO SCALES402 3 TYPICAL CMU WALL REINFORCING PLAN DETAILS NO SCALES402 4 TYPICAL CMU WALL CONTROL JOINT PLAN DETAILS NO SCALES402 5 TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM PLAN DETAILS NO SCALES402 6 LOAD BEARING CMU WALL REINFORCING SCHEDULE NO SCALES402 7 MASONRY PIER/JAMB SCHEDULE RE V I S I O N S # R E V D A T E 134 WOOD FASTENING SCHEDULE WOOD STRUCTURAL PANELS AND PARTICLE BOARD AS SUBFLOOR, ROOF AND WALL SHEATHING APPLICATIONS TO WALL FRAMING RAFTER TO PLATE CEILING JOISTS OR TRUSSES TO PARALLEL RAFTERS CEILING JOISTS OR TRUSSES LAPPED OVER PARTITIONS CONTINUOUS HEADER TO STUD CEILING JOISTS OR TRUSSES TO PLATE BUILT-UP CORNER STUDS CONTINUOUS HEADER, TWO PIECES TOP PLATE INTERSECTIONS DOUBLE TOP PLATES DOUBLE STUDS TOP PLATE TO STUD JOIST OR TRUSS TO SILL, GIRDER OR WALL TOP PLATE CONNECTED ELEMENTS STUD TO SILL PLATE 20d COMMON AT 32" OC OR 3 " x 0.131" NAIL AT 24" OC 16d COMMON AT 24" OC 3 " x 0.131" NAIL AT 16" OC 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL 3 - 8d COMMON OR 4 - 8d COMMON ROWS 16d COMMON AT 16" OC - ONE ROW EACH EDGE FASTENING SIZE AND PATTERN 4 - 3" x 0.131" NAIL 16d COMMON AT 16" OC OR 4 - 8d COMMON OR 2 - 16d COMMON OR 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL 2 - 16d COMMON OR 3 - 3" x 0.131" NAIL 2 - 16d COMMON OR 3 - 3" x 0.131" NAIL STUD TO SILL PLATE 16d COMMON AT 24" OC OR 3" x 0.131" NAIL AT 8" OC 3" x 0.131" NAIL AT 12" OC 3 - 3" x 0.131" NAIL 5 - 3" x 0.131" NAIL 3 - 16d COMMON OR 4 - 3" x 0.131" NAIL 3 - 16d COMMON OR 4 - 3" x 0.131" NAIL BUILT-UP GIRDER AND BEAMS, 3 OR MORE PIECES 1/2" THICKNESS OR LESS - 6d COMMON 19/32" TO 3/4" THICKNESS - 8d COMMON 7/8" TO 1" THICKNESS - 10d COMMON 6" OC AT EDGES AND AT SHEARWALLS, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE RIM JOIST TO TOP PLATE 8d COMMON AT 6" OC OR 3" x 0.131" NAILS AT 6" OC BRIDGING TO JOIST OR TRUSS 2 - 8d COMMON OR 2 - 3" x 0.131" NAILS SILL PLATE TO JOIST, TRUSS OR BLOCKING 3 - 16d AT 16" OC OR 3 - 3" x 0.131" NAILS AT 16" OC BLOCKING BETWEEN JOISTS, TRUSSES OR RAFTERS TO TOP PLATE 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL FASTENING LOCATION TOENAIL TOENAIL EACH END FACE NAIL END NAIL TOENAIL END NAIL FACE NAIL FACE NAIL TOE NAIL TOENAIL FACE NAIL FACE NAIL TOENAIL DOUBLE TOP PLATES 16 - 3" x 0.131" NAILSLAP SPLICE TOENAIL FACE NAIL FACE NAIL TOENAIL FACE NAIL AT TOP AND BOTTOM STAGGERED AT OPPOSITE SIDES NOTE: 8d COMMON IS THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS IN ROOF SHEATHING APPLICATIONS FACE NAIL 1. 21. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 4" (3 1/2") NOMINAL STUD SIZE (ACTUAL) 2x WALL STUDS NOTCHED AND BORED HOLE SCHEDULE 6" (5 1/2") 8" (7 1/4") .25W 7/8" 1 3/8" 1 7/8" .40W 1 3/8" 2 1/4" 2 7/8" .60W 2 1/8" 3 1/4" 4 3/8" NON-BEARING STUD BEARING STUD MAX .40W 6" M A X MAX .25W MAX .40W MAX .60W NOTES: 1. NOTCHES ARE NOT PERMITTED IN EXTERIOR WALLS. 2. HOLES, NOTCHES AND SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. 3. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL AND PLASTIC PIPE NOTCHES OR BORINGS. 4. HOLES AND NOTCHES SHALL BE ELONGATED AS NEEDED FOR SHRINKAGE ALLOWANCE. W W ALLOWABLE DIMENSIONS 6" M A X 6" M A X MIN 3/4" 6" M A X MIN 3/4"SE E T A B L E SH R I N K A G E A L L O W A N C E PIPE BY OTHER S 5th WOOD STORY SHRINKAGE ALLOWANCE 4th 3rd 1 1/4" 1" 3/4" CLEAR DIMENSION ABOVE PIPE 2nd 1st 1/2" 1/4" DE P T H d = J O I S T OR R A F T E R MA X d/ 6 MIN d L/3 L/3 L/3 d MIN d MIN d MA X d/ 6 MIN d MIN d MIN d MA X d/ 3 d/6 5/8" JOIST NOMIMAL SIZE (ACTUAL) 4" (3 1/2") 6" (5 1/2")7/8" 1 1/4" 1 1/2" 1 7/8" 8" (7 1/4") 10" (9 1/4") 12" (11 1/4") d/4 7/8" 1 3/8" 1 7/8" 2 3/8" 2 7/8" d/3 1 1/8" 1 7/8" 2 3/8" 3 1/8" 3 3/4" NO NOTCHES, DRILLED HOLES OR SLOTS IN THIS ZONE COMBINED ALLOWABLE DEPTH IS ONE-SIXTH (d/6) DEPTH OF MEMBER NOTES: 1. WHERE NOTCHES ARE REQUIRED, CONTACT STRUCTURAL ENGINEER OF RECORD PRIOR TO CUTTING. 2. NOT TO BE USED ON COMPOSITE STRUCTURAL LUMBER BEAMS. 3. HOLES, NOTCHES AND SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. 4. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL AND PLASTIC PIPE NOTCHES OR BORINGS. MI N2" MI N2" MA X d/ 6 ALLOWABLE DIMENSIONS SAWN LUMBER JOIST OR RAFTER NOTCHED AND BORED HOLE SCHEDULE MA X d/ 4 MIN d STAGGERED NAILS PER NAILING SCHEDULE 4'-0" MIN LAP SPLICE TYP 3" STAGGERED NAILS PER NAILING SCHEDULE SPLICE PLAN DOUBLE TOP PLATE SPLICE ELEVATION EXTERIOR 2x6 WOOD WALL OPENING KING STUD SCHEDULE WOOD WALL BEHIND BRICK MAXIMUM EXTERIOR WALL STUD HEIGHT NUMBER OF 2x6 STUDS EACH SIDE OF OPENING MAXIMUM WALL ROUGH OPENING WIDTH ≤ 9'-0" ≤ 10'-0" ≤ 11'-0" ALL OTHER WALL CONDITIONS ≤ 2'-6" ≤ 6'-0" ≤ 8'-0" ≤ 10'-0" ≤ 2'-6" ≤ 6'-0" ≤ 8'-0" ≤ 10'-0" NOTES: 1. KING STUDS SHALL MATCH THE EXTERIOR WALL STUD SIZE. 2. KING STUDS SHOWN ON PLAN SUPERCEDE STUDS INDICATED IN THIS SCHEDULE. 3. CONTACT STRUCTURAL ENGINEER OF RECORD WHERE THIS SCHEDULE DOES NOT ACCOMODATE AN OPENING CONDITION. 4. SEE TYPICAL WOOD WALL FRAMING ELEVATION FOR ADDITIONAL INFORMATION. 1 2 2 2 2 3 2 3 4 3 3 5 1 1 1 1 2 2 2 2 2 2 2 3 ROUGH OPENING -SEE ARCH KING STUDS - SEE SCHEDULE WALL FRAMING - SEE PLAN HEADER - SEE PLAN TRIMMER STUDS - SEE SCHEDULE TSE -SEE PLAN ROOF DOUBLE TOP PLATE NOTES: 1. EACH END OF HEADER SHALL FULLY BEAR ON TRIMMER STUDS. 2. ALL KING AND TRIMMER STUDS SHALL BE CONTINUOUS TO THE BASE OF LOWEST WOOD LEVEL. ROOF FRAMING - SEE PLAN EDGE NAILING PER SHEAR WALL SCHEDULE 2x STUD FULL HEIGHT -ONE STUD SIZE LARGER THAN PARTITION STUD SIZE 2x WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE 2x12 STUD FULL HEIGHT 2x DEMISING WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED SINGLE WALL TO SHEAR WALL DEMISING WALL TO SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE EDGE NAILING PER SHEAR WALL SCHEDULE ADDITIONAL FULL HEIGHT 2x STUD 2x WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED 0.131 x 3" NAILS AT 4" OC ADDITIONAL 2x10 STUD RIPPED TO 8" WIDE FULL HEIGHT 2x DEMISING WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED 0.131 x 3" NAILS AT 4" OC SINGLE WALL TO SHEAR WALL DEMISING WALL TO SHEAR WALL SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE SHEAR WALL SHEATHING - SEE PLAN AND SCHEDULE SUBFLOOR OR ROOF SHEATHING BOUNDARY NOTES: 1. FLOOR AND ROOF SHEATHING SHALL BE PLACED IN STAGGERED LAY-UP PATTERN ORIENTED AS SHOWN. 2. PROVIDE NAILING AT EDGES AND INTERMEDIATE SUPPORTS OF SUBFLOOR AND SHEATHING PANELS AS INDICATED IN THE TYPICAL WOOD FASTENING SCHEDULE. STRUCTURAL PANEL AS SUBFLOOR OR ROOF SHEATHING -SEE PLAN AND SPECIFICATION FRAMING MEMBERS BELOW SUBFLOOR OR ROOF SHEATHING - SEE PLAN SUPPORTED EDGE OF STRUCTURAL PANEL EDGE MEMBER - SEE PLAN AND TYPICAL DETAILS BLOCKING WHERE INDICATED ON PLAN OR DETAILSEDGE MEMBER - SEE PLAN AND TYPICAL DETAILS SHEAR WALL BELOW - PROVIDE EDGE NAILING SIZE AND SPACING PER TYPICAL WOOD FASTENING SCHEDULE phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S403 WOOD SCHEDULES AND TYPICAL DETAILS 2025-04-10 24-635 NO SCALES403 1 TYPICAL WOOD FASTENING SCHEDULE NO SCALES403 2 TYPICAL 2x WALL STUD NOTCH AND BORED HOLE SCHEDULE AND DETAILS NO SCALES403 3 TYPICAL SAWN LUMBER JOIST OR RAFTER NOTCH AND HOLE BORING SCHEDULE AND DETAIL NO SCALES403 4 TYPICAL WOOD WALL TOP PLATE LAP SPLICE NAILING DETAIL NO SCALES403 5 TYPICAL EXTERIOR 2x6 WOOD WALL OPENING KING STUD SCHEDULE NO SCALES403 6 TYPICAL WOOD WALL FRAMING ELEVATION NO SCALES403 7 TYPICAL WALL TO SHEAR WALL INTERSECTION PLAN DETAILS NO SCALES403 8 ALTERNATE WALL TO SHEAR WALL INTERSECTION PLAN DETAILS NO SCALES403 9 TYPICAL WOOD SUBFLOOR AND ROOF SHEATHING PLAN RE V I S I O N S # R E V D A T E 135 WOOD SHEAR WALL CONSTRUCTION SCHEDULE 1 LAYER 5/8" GYP BOARD ONE SIDE OF WALL - BLOCKED WALL TYPE SWA SWB 1 LAYER 5/8" GYP BOARD ONE SIDE OF WALL - BLOCKED WALL PANEL CONSTRUCTION EDGE SPACING MINIMUM FASTENER SIZE SEE NOTE SIMPSON OR USP CLIP ANGLE FRAMING NAILS 6d COOLER OR WALLBOARD NAIL 1 3/4" LONG OR 16 GA. STAPLE, 1 1/2" LEGS, 1 5/8" LONG NO. 6 - 2" TYPE W DRYWALL SCREW 7" 4" NOTES: 1. PROVIDE 2 STUDS AT EACH END OF SHEAR WALL. END STUDS SHALL RECEIVE EDGE NAILING. 2. ALL BLOCKING IN WALLS SHALL MEET OR EXCEED STUD GRADE. 3. PANEL JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS AND BLOCKING. 4. VERIFY WITH ARCHITECT IF ADDITIONAL LAYERS OF GYP BOARD ARE REQUIRED FOR FINISHES. 5. CONTRACTOR'S OPTION - PROVIDE CLIPS AT TOP AND SILL PLATE BY ALTERNATE MANUFACTURER THAT MEET OR EXCEED CAPACITY OF CLIPS INDICATED IN SCHEDULE. 6. SEE SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHORAGE TO SUPPORT MATERIAL. 7. SEE HOLD DOWN SCHEDULE FOR HOLD DOWN INFORMATION. 8. PROVIDE NAILING AT CLIP ANGLES PER MANUFACTURER'S RECOMMENDATIONS. 9. TOP AND SILL PLATE NAILING SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2" OC. 10. ALL FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED. ADDITIONAL NOTES PER SCHEDULE: 11. ALL WALLBOARD NAILS INDICATED IN SCHEDULE SHALL BE 0.120" DIA AND HAVE MINIMUM 3/8" HEAD. 12. PROVIDE EXTERIOR GYP BOARD WHERE SHEAR WALL IS AN EXTERIOR WALL. 13. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING TO MATCH THE WALL STUD SIZE. 14. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 2" NOMINAL OR WIDER. 15. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 3" NOMINAL OR WIDER. STAGGER NAILS. 16. PROVIDE 1 1/2" MINIMUM PENETRATION INTO STUD AT 10d NAIL AND 1 3/8" MIN AT 8d NAIL. 17. STUDS AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL WIDTH OR GREATER. 18. PROVIDE EITHER CLIP ANGLES OR FRAMEFAST SCREWS WHERE SHOWN IN DETAILS. NAILING ALLOWED ONLY WHERE EXPLICITLY SHOWN ON DETAILS. 19. 0.188" DIAMETER x 6" FASTENMASTER FRAMEFAST SCREWS INSTALLED WITH FRAMEFAST INSTALLATION TOOL. ALTERNATE FASTENERS MAY BE SUBMITTED FOR APPROVAL IF THEY CAN BE DEMONSTRATED TO HAVE EQUIVALENT CAPACITY AND RELIABLE INSTALLATION INTO RIM. 11 TO 13 A34 OR MP34 AT 18" OC A34 OR MP34 AT 18" OC 3" x 0.131" AT 4" WALL PANEL FASTENING 3" x 0.131" AT 4" TOP AND SILL PLATE FASTENING - SEE NOTE 18 11 TO 13 1 LAYER 15/32" GYP BOARD ONE SIDE OF WALL - UNBLOCKEDSWC 7" 16 A34 OR MP34 AT 18" OC 3" x 0.131" AT 4" INTERMEDIATE SUPPORT SPACING 7" 4" 12" FRAMEFAST SCREWS - SEE NOTE 19 8" OC 6" OC 8" OC10d COMMON OR GALVANIZED BOX NAIL WOOD SHEAR WALL BASE CONNECTION SCHEDULE SHEAR WALL TYPE SWA SWB SWC 1/2" DIA 5/8" DIA 3/4" DIA COMMENTS NOTES: 1. CONTRACTOR SHALL SELECT PREFERRED BASE FASTENER(S) FROM THIS SCHEDULE AND INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. SEE WOOD SHEAR WALL CONSTRUCTION SCHEDULE FOR ADDITIONAL INFORMATION. MAXIMUM FASTENER SPACING MINIMUM EMBEDMENT 1/4" DIA EXPANSION ANCHOR CAST-IN THREADED ROD ADHESIVE ANCHOR CONC SCREW ANCHOR 1 1/8" 2 1/4" 2 3/4" 3 1/4" -2 1/2"3" 3 1/2" -2 3/4" 3 1/8" 3 1/2" 1" 2 1/4" 3 1/4" 4" 12" 32" 48" 48" 12" 24" 48" 48" 12" 32" 48" 48" 0.145" DIA HILTI X-CP SHANK FASTENER - - - -1 3/8" - - - - 8" 8" 8" ADHESIVE ANCHOR CONCRETE SCREW ANCHOR EXPANSION ANCHORCAST-IN THREADED ROD TYPICAL FASTENER REQUIREMENTS FASTENER WOOD WALL TYPCONCRETE SLAB SLAB EDGE SCREEN TUBE NOTES: 1. PROVIDE 4" MINIMUM EDGE DISTANCE TO FASTENER AT SLAB EDGE PERPENDICULAR TO WALL. 2. SEE WOOD SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHOR SIZE, EMBEDMENT AND SPACING REQUIREMENTS. 3. DO NOT DAMAGE PT REINFORCING. SELECT FASTNERS WITH EMBEDMENT DEPTHS THAT WILL NOT DAMAGE PT TENDONS. VERIFY TENDON LOCATION PRIOR TO INSTALLATION. EMBEDMENT DEPTH MIN EDGE DIST SHALL EXCEED1 3/4" MIN 1 1/2" MIN VARIES MIN EDGE DISTANCE HILTI X-CP SHANK FASTENER 2 3/4" MIN 1 1/2" MIN ADHESIVE ANCHOR CONCRETE SCREW ANCHOR EXPANSION ANCHORCAST-IN THREADED ROD TYPICAL FASTENER REQUIREMENTS FASTENER WOOD WALL TYPCMU WALL EDGE OF CMU SCREEN TUBE NOTES: 1. PROVIDE 4" MINIMUM EDGE DISTANCE TO FASTENER AT SLAB EDGE PERPENDICULAR TO WALL. 2. SEE WOOD SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHOR SIZE, EMBEDMENT AND SPACING REQUIREMENTS. 1 3/4" MIN1 3/4" MIN CLR 1/2" MIN VARIES MIN EDGE DISTANCE HILTI X-CP SHANK FASTENER 2 3/4" MIN 1 3/4" MIN SILL PLATE ANCHORAGE - NAIL OR 1/4" DIA SCREW ANCHOR WASHER - AS PROVIDED WITH HILTI X-CP OR 1" OD FOR 1/4" SCREW ANCHOR CONCRETE SLAB OR PRECAST PLANK NOTES: 1. INSTALL SILL PLATE ANCHORAGE AS SHOWN AND AT SPACING INDICATED IN WOOD SHEAR WALL BASE CONNECTION SCHEDULE. 2. WHERE SHEAR WALL HAS SCHEDULED SHEATHING ON BOTH SIDES OF WALL AND NAILS OR 1/4" DIAMETER SCREW ANCHORS ARE USED, STAGGER ANCHORAGE AT BOTH EDGES OF SILL PLATE. 3. STAGGER ANCHORS AT SWE, SWF AND SWH. 7/8" STAGGERED ANCHOR WHERE REQUIRED - SEE NOTE 2 SHEAR WALL SHEATHING - SEE PLAN AND SCHEDULE SILL PLATE ANCHORAGE - 1/2" DIA OR LARGER SCREW ANCHOR PLATE WASHER 3 GA x 3 x 3 - .23 MIN THICKNESS - WITH SLOTTED HOLES - NOT REQ'D AT SWA THRU SWD CONCRETE SLAB OR PRECAST PLANK NOTE 3 1/2" MAX SHEAR WALL SHEATHING - SEE PLAN AND SCHEDULE NAIL OR 1/4" DIA SCREW ANCHOR 1/2" DIA OR LARGER SCREW ANCHOR HOLD DOWN SCHEDULE HD1 NOTES: 1. CONNECT END STUD PLIES TOGETHER WITH MIN .131 x 3" FACE NAILS AT 8" OC IN EACH PLY UNLESS NOTED OTHERWISE IN THE SCHEDULE. 2. FORCES INDICATED IN SCHEDULE ARE SERVICE TENSION FORCES. 3. PRECAST COMPONENTS SHALL BE DESIGNED BY THE SUPPLIER FOR THE LOADS SHOWN IN SCHEDULE. 4. 2x END STUDS SHALL MATCH THE TYPICAL WALL STUD DEPTH, UNLESS NOTED OTHERWISE. 5. ALTERNATE HOLD DOWNS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. HOLD DOWNS MUST MEET THE SCHEDULED FORCE CRITERIA. 6. SEE TYPICAL HOLD DOWN DETAILS FOR ANCHORAGE REQUIREMENTS AT BASE MATERIAL. 7. SEE TYPICAL HOLD DOWN ANCHOR DETAIL FOR ADDITIONAL INFORMATION AT WOOD-FRAMED WALLS. 8. SEE WOOD SHEAR WALL CONSTRUCTION SCHEDULE FOR ADDITIONAL INFORMATION. 9. ALL HOLD DOWNS MUST STACK VERTICALLY UP THE BUILDING. ADD FULL HEIGHT STUDS AS NECESSARY AT UPPER LEVELS TO ALIGN HOLD DOWNS WITH THE LEVEL BELOW. HOLD DOWN MARK NO. END STUDS SIMPSON OR MITEK ANCHOR DIA HOLD DOWN FORCE (KIPS) 2 - 2x HTT4 / HTT16 5/8" 3.1 FASTENERS TO WALL END STUD 18 - 0.148 x 1 1/2" BUILT-UP STUD FASTENERS NOTE 1 WALL END CONSTR HOLD DOWN ANCHOR POST-INSTALLED ANCHOR AT HD1 OR HD2 FOR USE AT HD1 AND HD2 ONLY SCREW ANCHOR NOT ALLOWED AT PLANK THICKNESS < 12" ANCHOR - SELECT TYPE AND EMBED FROM SCHEDULE BELOW END WALL STUDS PER SCHEDULE HOLD DOWN ANCHOR - SEE HOLD DOWN SCHEDULE NOTES: 1. SEE THE HOLD DOWN SCHEDULE FOR REQUIRED ANCHOR DIAMETER AND ADDITIONAL INFORMATION. 8" M I N ANCHOR TYPE MIN EMBED CONC SCREW ANCHOR ADHESIVE ANCHOR 6" 6" "ED" MIN "ED" MIN 8" 5" 8" 5" phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S404 SHEARWALL SCHEDULES AND TYPICAL DETAILS 2025-04-10 24-635 RE V I S I O N S # R E V D A T E NO SCALES404 1 WOOD SHEAR WALL CONSTRUCTION SCHEDULE NO SCALES404 2 WOOD SHEAR WALL BASE CONNECTION SCHEDULE NO SCALES404 3 TYPICAL WOOD SHEAR WALL BASE CONNECTIONS DETAILS AT CAST-IN-PLACE CONCRETE NO SCALES404 4 TYPICAL WOOD SHEAR WALL BASE CONNECTIONS DETAILS AT CMU WALLS NO SCALES404 5 TYPICAL WOOD SHEAR WALL SILL PLATE ANCHORAGE DETAIL NO SCALES404 6 WOOD SHEAR WALL HOLD DOWN SCHEDULE 1" = 1'-0"S404 7 TYPICAL HOLD DOWN DETAILS AT CONCRETE SLABS 136 A-A B-B CLR TYP 3" CL R T Y P 3" TWE -SEE PLAN TSE -SEE PLAN TFE -SEE PLAN TREATED SYP NAIL TO MATCH WIDTH OF STUD WALL ISOLATION JOINT -TYP SLAB ON GRADE -SEE PLAN CONCRETE WALL FOOTING -SEE PLAN AND SCHED EXTERIOR WALL -SEE PLAN STRUCT WALL PANEL -SEE PLAN AND SHEAR WALL CONSTRUCTION SCHED BOND BEAM W/ 2 -#4 CONT INSULATED CMU WALL - SEE PLAN AND SCHED EXTERIOR SLAB -SEE CIVIL #4 DOWELS AT 16" OC ALL SIDES THUS: COMPACTED GRANULAR NON-FROST SUSCEPTIBLE FILL 5" STOOP SLAB W/ #4 AT 16" OC EACH WAY W/ 2" BOTTOM COVER EXTERIOR SLAB - SEE CIVIL AND ARCH DRAWINGS BOND BEAM W/ 2 - #4 x CONT - 3 SIDES CONC FOOTING - SEE PLAN AND SCHEDULE CONT DRAIN PIPE W/ RIVER ROCK WRAPPED IN FILTER FABRIC SLOPE 1/2" MIN FOR DRAINAGE 24" 12 " 3" RIGID INSULATION8" CMU WALL W/ #5 AT 32" OC - VERT #4 DOWELS AT 16" OC THUS:24" 12 " SLAB ON GRADE -SEE PLAN SILL PLATE TO BE TREATED SYP PROVIDE 3/4" DIA x 6" SCREW ANCHORS AT 36" OC UNLESS NOTED OTHERWISE ON PLAN TSE -SEE PLAN NOTES: 1. STEM WALL SHALL BE CENTERED ON WOOD WALL LOCATIONS, UNLESS NOTED OTHERWISE. CMU WALL -SEE PLAN ISOLATION JOINT MATERIAL -SEE ARCH LOAD BEARING WOOD WALL -SEE PLAN TFE -SEE PLAN #4 DOWELS AT 16" OC ALL SIDES THUS: 5" APRON SLAB W/ #4 AT 16" OC EACH WAY W/ 2" BOTTOM COVER EXTERIOR SLAB - SEE CIVIL AND ARCH DRAWINGS CONT DRAIN PIPE W/ RIVER ROCK WRAPPED IN FILTER FABRIC SLOPE 1/2" MIN FOR DRAINAGE 24" 12 " #4 DOWELS AT 16" OC THUS:24" 12 " 1' - 0 " 1' - 0" 2 -EPOXY COATED #4 x CONT CLR TYP 3" CL R T Y P 3" EXTERIOR SLAB -SEE CIVIL NOTES: 1. FOR INFORMATION SHOWN BUT NOT NOTED -SEE .1/ S501 3" 1/ 2 " 2"2" 6" 6" WOOD POST -SEE PLAN 2 -SIMPSON SDS X 2" SCREWS EACH SIDE 3/16 3/16 TYP PL1/2 x 6 x 0'-6" SITE CONC -SEE CIVIL TPE -SEE PLAN 5' - 0 " 3" C L R 3/4" NON-SHRINK GROUT 14" DIA DRILLED PIER #4 SPIRAL TIES AT 4" PITCH 6 -#5 VERTICAL NOTES: 1. STEEL COLUMN BASE SHALL MEET AESS2. 2. HOT DIP GALVANIZE ENTIRE STEEL COLUMN BASE AS A SINGLE ASSEMBLY. 3" C L R T Y P 3" CLR TY P 1/ 2 " 3/16 TYP PL1/4 x 7 1/2 x AS REQUIRED PL1/4 x 6 x AS REQUIRED -PRE-DRILL FOR SCREWS SECTION PLAN A-A SECTION PLAN B-B TYP 1/2" TY P 1/ 2 " TY P 1 1 / 2 " EQ EQ 2 -3/4'' DIA ANCHOR BOLTS W/ 6" EPOXY EMBED 1/2" BASE PL 3/16 phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S501 FOUNDATION DETAILS 2025-04-10 24-635 NO SCALES501 1 TYPICAL EXTERIOR WOOD WALL DETAIL NO SCALES501 2 STOOP DETAIL NO SCALES501 3 TYPICAL THICKENED SLAB ON GRADE AT INTERIOR LOAD BEARING WOOD WALL DETAIL 1/2" = 1'-0"S501 4 APRON DETAIL RE V I S I O N S # R E V D A T E 1/2" = 1'-0"S501 5 EXTERIOR WOOD WING WALL DETAIL 3/4" = 1'-0"S501 6 PATIO COLUMN FOUNDATION AND COLUMN BASE 137 A-A A-A TSE -SEE PLAN ROOF SHEATHING -SEE PLAN NAIL SHEATHING TO TRUSS BLOCKER PER WOOD FASTENING SCHED FOR SHEAR WALLS TRUSS BLOCKING BY TRUSS MFR ROOF JOISTS -SEE PLAN SIMPSON LU HANGER EACH JOIST S L O P E -S E E A R C H ROOF TRUSS -SEE PLAN SIMPSON H2.5 ANCHOR EACH TRUSS DOUBLE 2x TOP PLATE STUD WALL -SEE PLAN NO SPLICE IN SHEATHING THIS ZONE WALL FINISH -SEE ARCH ROOF SHEATHING -SEE PLAN WOOD BEAM -SEE PLAN TSE -SEE PLAN S L O P E -S E E A R C H CONNECTION FROM TRUSS TO WALL TO BE FURTHER DEVELOPED ROOF TRUSS -SEE PLAN NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 2. TRUSS SUPPLIER TO DESIGN TRUSS FOR THRUST LOAD BEING RESOLVED BY TENSION TIE. CONNECTION OF TRUSS TO TOP PLATE SHALL BE SIZED FOR THRUST LOAD. 1/ S701 3"3/4" DIA TIE ROD AT 48" OC 3" CL TOP PL SPLICE SECTION A-A NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 GABLE END TRUSS - TRUSS SUPPLIER TO DESIGN FOR OUT-OF- PLANE COMPONENT AND CLADDING WIND LOADS 2x6 BLOCKING AT KICKER W/ SIMPSON A34 EACH END -FASTEN ROOF SHEATHING TO BLOCKING AT 3" OC AND EACH END OF BLOCKING TO TRUSS W/ 3 -0.131 x 3" NAILS 1 MAX 1 SIMPSON A34 BLOCKING TO TOP PLATE 2x6 KICKER AT 48' OC W/ 6 - 0.131 x 3" NAILS EACH END 2x6 BLOCKING AT KICKER W/ SIMPSON A34 EACH END NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 VALLEY SET TRUSSES BY TRUSS SUPPLIER PARALLEL CHORD SCISSOR TRUSS AND TENSION TIE AT SIM -SEE FOR CONNECTION2/ S701 GRID ROOF TRUSSES -SEE PLAN 2 x 6 BLOCKING FIRST 3 - BAYS CEILING -SEE ARCH 2 x 6 STUDS AT 16" OC 2 x 6 PLATE STOREFRONT WINDOWS - SEE ARCH 1/2" DEFLECTION ALLOWANCE WOOD BEAM -SEE 1/ S301 MULTI PLYWOOD BEAM - SEE PLAN ROOF SHEATHING -SEE PLAN BEAM -SEE PLAN BEAM HANGER -SEE SCHEDULE SIMPSON LU HANGER EACH JOIST ROOF JOISTS -SEE PLANWOOD BEAM HANGER SCHEDULE HEADER HANGER H28F SIMPSON LUS28-2 H38F SIMPSON HU26-3 W/ MAX NAILING H38LF SIMPSON HGUS5.5/8 3" 1 1 / 2 " 1 1/2"3"6"3"1 1/2" TIE ROD CONNECTION 4 -5/8" DIA BOLTS PL1/4 x 4 x 0'-9" 1/4" PL TOP AND BOTTOM PL1/2 x 3 x 0'-4"3/16 TBE -SEE PLAN STOREFRONT WINDOW - SEE ARCH 3x NAILER RIP TO BEAM WIDTH 2 -3/8" DIA X 2" LAG SCREWS AT 48" OC STEEL BEAM -SEE PLAN BOLTS BY OPERABLE PARTITION MFR OPERABLE PARTITION NOTES: 1. STOREFRONT WINDOW, NAILER, OPERABLE PARTITION AND IT'S ATTACHMENT ARE PART OF ALTERNATE #1. 2. STEEL BEAM IS ON THE BASE BID. 1 1/2"3"3"3"3"1 1/2" SECTION A-A 3/16 1/2" 1 1/2"3" CL WALL AND COLUMN 1 1/2"1 1/2" PL1/4 X 3 1/2 X 1'-3" STIFFENER PL1/4 x 3 x 0'-3" 3/16 STEEL BEAM -SEE PLAN STEEL COLUMN -SEE PLAN 3/16 1/2" BEARING PL W/ 2 -3/4" DIA BOLTS 3/16 S L O P E -S E E A R C H NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 EXTERIOR DECK WHERE OCCURS 122'-10 1/2" BOTTOM OF BEAM = ROOF SHEATHING -SEE PLAN RIDGE BEAM -SEE PLAN CONN BY TRUSS MFR ROOF TRUSS -SEE PLAN phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S701 ROOF FRAMING DETAILS 2025-04-10 24-635 NO SCALES701 1 TYPICAL ROOF TRUSSES PERPENDICULAR TO EXTERIOR WALL NO SCALES701 2 PARALLEL CHORD SCISSOR TRUSSES PERPENDICULAR TO EXTERIOR WALL NO SCALES701 3 TYPICAL ROOF TRUSSES PARALLEL TO EXTERIOR WALL NO SCALES701 4 TYPICAL ROOF TRUSSES PARALLEL TO INTERIOR WALL 1/2" = 1'-0"S701 5 PARALLEL CHORD SCISSOR TRUSSES AT GABLE END 1" = 1'-0"S701 6 ROOF OVERHANG JOISTS PERPENDICULAR TO EDGE RE V I S I O N S # R E V D A T E 1" = 1'-0"S701 7 STEEL BEAM AT OPERABLE PARTITION 1" = 1'-0"S701 8 STEEL BEAM TO COLUMN CONNECTION 1/2" = 1'-0"S701 9 PARALLEL CHORD SCISSOR TRUSS AT EXTERIOR WING WALL 1/2" = 1'-0"S701 10 PARALLEL CHORD TRUSS AT RIDGE BEAM 138 MECHANICAL SYMBOLS ABV ABOVE AFF ABOVE FINISHED FLOOR AHAP AS HIGH AS POSSIBLE AHJ AUTHORITY HAVING JURISTICTION AHU AIR HANDLER UNIT ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECTURAL / ARCHITECT BAS BUILDING AUTOMATION SYSTEM BCO BUILDING CLEAN OUT BD BACKDRAFT DAMPER BFP BACKFLOW PREVENTER BLDG BUILDING BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISHTHERMAL UNIT BTJ BETWEEN JOIST CAB CABINET CB CATCH BASIN CBD CONTINUOUS BLOW DOWN CFCI CONTRACTOR FURNISHED & INSTALLED CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHW CIRCULATING HOT WATER CI CAST IRON CLG CEILING CO CLEAN OUT CONC CONCRETE COND CONDENSATE CONN CONNECT, CONNECTION CONT CONTINUATION / CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CRD CEILING RADIATION DAMPER CUH CABINET UNIT HEATER CV CONTROL VALVE CW COLD WATER DBJ DUCT BETWEEN JOIST DDC DIRECT DIGITAL CONTROLS DIA DIAMETER DISCH DISCHARGE DN DOWN DS / DSN DOWNSPOUT / DOWNSPOUT NOZZLE DT TEMPERATURE DIFFERENCE DWG DRAWING DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE EWT ENTERING WATER TEMPERATURE EC ELECTRICAL CONTRACTOR ECM ELECTRIC COMMUTATED MOTOR EF EXHAUST FAN EG EXHAUST GRILLE EL ELEVATION ELECT ELECTRICAL ENT ENTERING EQUIP EQUIPMENT ER EXHAUST REGISTER EXH EXHAUST EXIST EXISTING EXPL EXPLOSION PROOF EXT EXTERIOR EWC ELECTRIC WATER COOLER F FAHRENHEIT FA FIRE ALARM FCU FAN COIL UNIT FD FIRE DAMPER / FLOOR DRAIN FLR FLOOR FT FEET FPM FEET PER MINUTE FPS FEET PER SECOND G NATURAL GAS GA GAUGE GAL GALLON GPH GALLON PER HOUR GPM GALLON PER MINUTE GEN / GC GENERAL / GENERAL CONTRACTOR GND GROUND GPM GALLONS PER MINUTE GWH GAS WATER HEATER HB HOSE BIBB HORZ HORIZONTAL HTR HEATER HV HAND VALVE HVAC HEATING, VENTILATION & AIR CONDITIONING HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY IE INVERT ELEVATION IN INCH INSUL INSULATION INV INVERT JTS JOIST KW KILOWATT LAV LAVATORY LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE LF LINEAR FEET LOC LOCATION / LOCATE LTG LIGHTING MBH THOUSAND BTU'S PER HOUR MC MECHANICAL CONTRACTOR MECH MECHANICAL MEZZ MEZZANINE MFGR MANUFACTURER MISC MISCELLANEOUS MOT MOTORIZED NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OSD OVERLOW STORM DRAIN OS&Y OUTSIDE SCREW AND YOKE PD PRESSURE DROP PIV POST INDICATOR VALVE PLBG PLUMBING PN PNEMATIC PRESS PRESSURE PRV POWER ROOF VENTILATOR / PRESSURE REDUCING VALVE PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAUGE PT POINT PVC POLY-VINYL-CHLORIDE RA RETURN AIR RAD RADIATION / RADIATOR RD ROOF DRAIN REC RECESSED REF REFERENCE REG REGISTER REQ'D REQUIRED RET RETURN REV REVISIONS RFRG REFRIGERATION RG RETURN GRILLE RIC RETURN IN COVER RM ROOM RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTOR RR RETURN REGISTER RWL RAIN WATER LEADER MECHANICAL ABBREVIATIONS MECHANICAL SHEET INDEX SYMBOL DESCRIPTION NUMBER NAME BRANCH CONNTECTION OUT OF BOTTOM BRANCH CONNECTION OUT OF TOP COMBINATION WYE & 1/8 BEND ELBOW DOWN ELBOW UP 90° ELBOW 45° ELBOW TEE CONNECTION TEE CONNECTION DOWN TEE CONNECTION UP WYE VAC MA MEDICAL VACUUM MEDICAL COMPRESSED AIR SCW O NO N LPG LA IRR IG ID G STORM DRAIN SANITARY DRAIN (WASTE) SOFTENED COLD WATER OXYGEN NITROUS OXIDE NITROGEN LIQUIFIED PETROLEUM GAS LABORATORY COMPRESSED AIR IRRIGATION WATER SUPPLY INTERRUPTIBLE GAS INDIRECT DRAIN LINE NATURAL GAS VENT PIPE 120°F CIRCULATING HOT WATER HOT WATER 180°F HOT WATER CATCH BASIN CLEAN OUT FLOOR CLEAN OUT FLOOR DRAIN ROOF DRAIN 120° 140° 180° CA AW AW AV COMPRESSED AIR COLD WATER CIRCULATING HOT WATER ACID WASTE, BELOW GRADE ACID WASTE, ABOVE GRADE ACID VENT FOS FOR FUEL OIL SUPPLY FUEL OIL RETURN SD 140°F HOT WATER PLUMBING FIRE PROTECTION SYMBOL DESCRIPTION F DFS DSP FP WSP DEPARTMENT CONNECTION DRY FIRE SPRINKLER LINE DRY STANDPIPE FIRE PROTECTION LINE - OUTSIDE BLDG FIRE SPRINKLER LINE WET STANDPIPE CHWS CHWRR HWR HPWS HPWR HPS HG GCDS GCDR CR(HPS) CR CR(LPS) BF CD CDR CDS CHWR BOILER FEED LINE CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER REVERSE RETURN CHILLED WATER SUPPLY CONDENSATE RETURN CONDENSATE RETURN - HIGH PRESSURE STEAM CONDENSATE RETURN - MEDIUM PRESSURE STEAM GLYCOL CONDENSER RETURN GLYCOL CONDENSER SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY HEATING WATER RETURN LOW PRESSURE STEAMHPS HVAC SYMBOL DESCRIPTION CHWS CHWRR HPWS HPWR HPS HG GCDS GCDR CR(HPS) CR CR(LPS) BF CD CDR CDS CHWR BOILER FEED LINE CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER REVERSE RETURN CHILLED WATER SUPPLY CONDENSATE RETURN CONDENSATE RETURN - HIGH PRESSURE STEAM CONDENSATE RETURN - MEDIUM PRESSURE STEAM GLYCOL CONDENSER RETURN GLYCOL CONDENSER SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY HEATING WATER RETURN REFIRGERANT LIQUID LOW PRESSURE STEAM MEDIUM PRESSURE STEAM PUMPED CONDENSATE RETURN LPS HVAC SYMBOL DESCRIPTION LIQ MPS PCR HWR FD S FS BD M P T T H E O A THERMOSTAT - ELECTRIC HUMIDISTAT THERMOSTAT - PNEUMATIC SUPPLY AIR RETUEN AIR EXHAUST AIR SUPPLY AIR DUCT CROSS SECTION RETURN AIR DUCT CROSS SECTION OUTDOOR AIR DUCT CROSS SECTION AUTOMATIC FIRE DAMPER BACKDRAFT DAMPER MANUAL VOLUME DAMPER MOTORIZED DAMPER AUTOMATIC SMOKE DAMPER AUTOMATIC FIRE/SMOKE DAMPER PIPE CONNECTIONS SYMBOL DESCRIPTION This contractor shall visit the site and verify existing conditions and limitations prior to submitting bid and beginning work. No additional charges will be allowed due to this contractor's misunderstanding as to the amount of work involved or lack of knowledge of any condition in connection with the work. Notify Building Manager prior to starting work or shutting down any systems. Obtain the assistance of the facility maintenance staff when shutting down existing mechanical and electrical systems. Provide all equipment, piping, ductwork, controls, components, specialties and accessories necessary for complete and fully functioning mechanical systems whether or not specifically shown on the drawings. Secure all permits and pay all fees in connection with the mechanical work. Work performed and materials used shall conform in every respect to all requirements of applicable codes, ordinances, rules, and regulations pertaining to the work. This shall not permit a lower grade of construction where the drawings or specifications call for workmanship or materials in excess of code requirements. Provide timely and proper layout of mechanical equipment and systems. Coordinate mechanical work with work of other trades prior to ordering equipment, beginning system fabrication, and beginning installation. Noise and vibration generated on the project site as part of fabrication and installation of the mechanical work shall be limited to levels not objectionable to occupants and not detrimental to owner operations. Coordinate with general contractor times and locations where loud work may be performed. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. Coordinate construction openings necessary for the proper installation of mechanical systems with the general contractor. Do not cut new, pre- stressed or post-tensioned concrete floors or structural members without first consulting the architect or structural engineer. At the end of each day’s work properly remove and legally dispose of all debris, waste, rubbish, surplus materials, and similar items resulting from the work or associated operations, leaving the project site and all equipment furnished as part of the mechanical work in a clean and dust free condition. Transport debris and rubbish in such a manner as to prevent the spread of dust. Execute mechanical work with care. New and existing-to-remain construction which is damaged or defaced as a result of the work and is unsuitable for the use intended shall be removed and replaced by this contractor at no additional cost to the owner. The project mechanical drawings are symbolic and diagrammatic and are intended to show only the general scheme, equipment involved, and the approximate locations of materials and equipment. Information indicated on the drawings regarding utility service pressures, locations, invert elevations, and materials, has been obtained from a representative of the utility at the time of design. Verify such information prior to fabricating and installing any components associated with utility connections and notify engineer of any deviation before beginning installation of the system. The project mechanical drawings and specifications are to be considered as supplementing each other. Work specified but not shown, or shown but not specified shall be provided or performed as though mentioned and indicated in both the drawings and specifications. If items indicated on the drawings appear to conflict with other items indicated on the drawings or with the specifications, then the item or statement requiring the greater quantity, superior quality, or condition most favorable to the owner shall take precedence. The mechanical contractor is responsible for taking down, storage and re- installation of any existing ceiling grids, ceiling tiles, etc. as needed for installation of the new mechanical systems. The mechanical contractor shall replace any damaged grids, tiles, etc. to match existing. The mechanical contractor shall remove and reinstall any cross-bracing in the joist space that interferes with the installation of the new ductwork, piping and equipment that is to be installed with the joist spacing. The mechanical contractor shall provide all necessary offsets and/or transitions as required to install ductwork and piping in the ceiling joist space due to conflicts with existing equipment, ductwork, piping, lights and joist spacing. All piping, ductwork, equipment, etc. shown screened in plans with new work is existing and is to remain unless otherwise noted. Refer to the project mechanical specifications for further information and additional requirements. All mechanical contractors including demo, HVAC plumbing, fire protection, controls, etc. shall review all drawings & specifications in this complete set and provide a complete system as required and not limit themselves to any specific drawing / specification section. A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. OVERALL PROJECT MECHANICAL NOTES GENERAL NOTES C S ANGLE VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE CONTROL VALVE GAS COCK VALVE BACKWATER VALVE GLOBE VALVE GAS PRESSURE REGULATOR VALVE WALL HYDRANT OR HOSE BIBB OS&Y VALVE PRESSURE REDUCING VALVE REFRIGERANT EXPANSION VALVE RELIEF VALVE SQUARE HEAD BALANCING VALVE SHUTOFF VALVE SOLENOID VALVE TWO WAY CONTROL VALVE THREE WAY CONTROL VALVE REDUCED PRESSURE ZONE BACKFLOW PREVENTER VALVES SYMBOL DESCRIPTION SA SUPPLY AIR SAN SANITARY SCH SCHEDULES SCW SOFT COLD WATER SD STORM DRAIN / SUPPLY DIFFUSER SEN SENSIBLE SG SUPPLY GRILLE SH SHOWER SHT SHEET SP STATIC PRESSURE SPEC SPECIFICATION STAT THERMOSTAT STD STANDARD STRUC STRUCTURAL SS STAINLESS STEEL SV SAFETY VAVLE TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TD TRENCH DRAIN TEMP TEMPERATURE TOF TOP OF FOOTING TTJ TIGHT TO JOIST TWJ THROUGH WEB OF JOIST TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UR URINAL UV UNIT VENTILATOR V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEST VESTIBULE VIB VIBRRATION VIF VERIFY IN FIELD VFD VARIABLE FREQUENCY DRIVE VOL VOLUME VTR VENT THROUGH ROOF W WASTE W/ WITH W/O WITHOUT WB WET BULB WC WATER CLOSET WH WALL HYDRANT WIV WALL INDICATOR VALVE WP WEATHERPROOF WT WEIGHT WTR WATER T GENERAL SYMBOL DESCRIPTION PIPE ANCHOR AQUASTAT AIR VENT GENERIC STEAM TRAP CAPPED LINE CONCENTRIC REDUCER ECCENTRIC REDUCER EXPANSION JOINT FLEXIBLE CONNECTOR FLOW FITTING FLOW DIRECTION FLOW SWITCH PIPE GUIDE DIRECTION OF PITCH PRESSURE TEMPERATURE FITTING PUMP (DIAGRAMATIC) PRESSURE GAUGE WITH VALVE PRESSURE GUAGE WITH VALVE & SIPHON POINT OF CONNECTION POINT OF DEMOLITION SIGHT GLASS SHOCK ABSORBER STRAINER THERMOSTAT UNION RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M000 MECHANICAL TITLE SHEET TLW BJG M000 MECHANICAL TITLE SHEET M101 UNDERGROUND PLUMBING PLAN M102 PLUMBING PLAN M201 HVAC PLAN M400 MECHANICAL DETAILS M401 PLUMBING RISERS M500 MECHANICAL SCHEDULES 139 2"W UP TO 2"FD-1 2"4"W UP TO WC-1 2"V UP TO MAIN LEVEL 4" 4" 2" 4"W UP TO 4"FCO 2"W UP TO L-1 4" 4" SANITARY SERVICE BELOW GRADE, 43 DFU, INV. ELEV. = 96.00' (ESTIMATED FINISHED FLOOR ELEVATION = 100.00'), SLOPE PIPE 1/4" PER FOOT, SEE CIVIL FOR CONTINUATION 4" 4"W UP TO 4" BUILDING CLEANOUT 4" 4" 4"W UP TO 4"FCO 4"W UP TO 4"FCO 4"W UP TO 4"FCO 2"V UP TO MAIN LEVEL 2"W UP TO L-1 2" 2" 2"W UP TO 2"FD-1 2"W UP TO 2"FD-1 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 2"W UP TO EWC-1 2"W UP TO 2"FD-1 2"W UP TO L-1 2" 2" 4" 2"V UP TO MAIN LEVEL 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 3"W UP TO MS-1 3" 2"W UP TO SK-2 3"W UP TO GREASE INTERCEPTOR 2"W UP TO 2"TTFD2" 3" 3"3"W UP TO 3"FCO 2" 3" 2"W UP TO SK-1 2"V UP TO MAIN LEVEL 3" 4" 3"W UP TO 3"FD-2 2"W UP TO L-1 2" 2"V UP TO MAIN LEVEL 4"W UP TO 4"FCO 4"4" 2" 4" 4"W UP TO WC-1 4"4" 2"CW UP TO MAIN LEVEL 2" DOMESTIC WATER SERVICE BELOW GRADE, 124.5 SFU (75 GPM), SEE CIVIL FOR CONTINUATION AND BURY DEPTH 5' - 0" 5' - 0 " GAS SERVICE UP TO MAIN LEVEL GAS SERVICE BY UTILITY COMPANY 3" 3"W UP TO 3"FD-2 2" 2"V UP TO MAIN LEVEL G 3" 2"V UP TO MAIN LEVEL RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M101 UNDERGROUND PLUMBING PLAN TLW WFC 1/4" = 1'-0"1 Plumbing Plan - Underground 140 101 MAIN GATHERING 106 STORAGE 107 SOGN RR 105 MECHANICAL- STORAGE 108 FAMILY SOGN RR 104 SOGN RR 102 VESTIBULE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR L-1 2"FD-1 WC-1 MS-1 SK-2 2"TTFD SK-1 3"FD-2 2"FD-1 WC-1 L-1 WC-1 L-1 2"FD-1 WC-1 L-1 2"FD-1 EWC-1 THIS STRUCTURE HAS A PITCHED ROOF AND UTILIZES EXTERIOR GUTTERS AND DOWNSPOUTS, THERE IS NO INTERIOR STORM DRAINAGE 4" BUILDING CLEANOUT 4"VTR 2" 2" 2"2" 4"FCO 4"FCO 4"FCO 4"FCO 3"FCO 4"VTR 2"2"3" 2" GI-1 2" 2" 2" 2" 2"4"FCO HB-1 HB-1 HB-1 2" WATER METER, COORDINATE MANUFACTURER MAKE AND MODEL WITH UTILITY COMPANY 2" DOMESTIC WATER SERVICE DOWN TO UNDERGROUND AMTROL ST-5C-DD THERMAL EXPANSION TANK WH-1 3/4" 3/4" 1/2"1 1/2" 1/2" 1 1/2" 1/2"3/4" HB-1 WH-1 3/4" 3/4" 1 1/2" 1/2" WHT-1WS-1 4" HIGH CONCRETE HOUSEKEEPING PAD MAIN GAS SHUT OFF IN VERTICAL GAS METER BY UTILITY COMPANY, SIZED FOR 2 PSI WITH 1 PSI DROP, 2420 CFH FURN-1 FURN-2 3/4"G TO FURN-3 FURN-3 3/4"G TO FURN-1 3/4"G TO FURN-2 GAS SERVICE BY UTILITY COMPANY 3"FD-2 3" 1/2" 2" 3/4" 3/4" 3/4" 2" G G 3/4" 1" 1" 3"FD-2 2" PLUMBING GENERAL NOTES: A. Provide all equipment, piping, controls, components, specialties and accessories necessary for complete and fully functioning mechanical systems whether or not specifically shown on the drawings. Secure all permits and pay all fees in connection with the mechanical work. B. Provide timely and proper layout of mechanical equipment and systems. Coordinate mechanical work with work of other trades prior to ordering equipment, beginning system fabrication, and beginning installation. Keep all plumbing piping runs as high as possible. Maintain proper burial depths for all utility service piping. C. Coordinate all plumbing piping runs with building structure, ductwork and lights. Offset plumbing piping as required for a coordinated and proper system installation. Pitch sanitary and storm drainage piping at 1/4-inch per foot where possible and 1/8-inch per foot minimum unless indicated otherwise on the drawings or required by applicable codes. Where invert elevations are given, the piping shall pitch on an even grade between two given elevations. D. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. No piping shall be supported from other piping, ductwork or conduit. E. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. F. Provide sleeves for all piping penetrations of walls and floors. G. All plumbing piping shall be installed in accordance with the most current adopted Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. H. Work performed and materials used for the plumbing system shall comply with the standards set in the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. I. The domestic water piping system shall be disinfected in accordance with the requirements of the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. J. The plumbing system shall be tested in accordance with the requirements of the Minnesota state plumbing code. Refer to Minnesota Plumbing Code, Chapter 4714. K. Plastic pipe must be furnished and installed in accordance with Minnesota state plumbing code requirements. Refer to Minnesota Plumbing Code, Chapter 4714. L. Joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement. Refer to Minnesota Plumbing Code, Chapter 4714. M. All solder and flux used for potable domestic water distribution systems shall contain less than 0.2 percent lead. Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable domestic water distribution systems. Any solder other than 95-5 tin-antimony or 96-4 tin-silver must be specifically approved by the governing administrative authority prior to use on this project. Refer to Minnesota Plumbing Code, Chapter 4714. N. Information indicated on the drawings regarding utility service pressures, locations, invert elevations, and materials, has been obtained from a representative of the utility at the time of design. Verify such information prior to fabricating and installing any components associated with utility connections and notify engineer of any deviation before beginning installation of the system. O. Refer also to the HVAC and lighting drawings for coordination and to the project mechanical specifications for further information and additional requirements. P. It is the responsibility of the contractor/installer to notify the Minnesota department of labor and industry when an installation is ready for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M102 PLUMBING PLAN TLW WFC 1/4" = 1'-0"1 Plumbing Plan - Main Level 141 All ductwork shall be fabricated, installed and supported in accordance with chapter 6 of the 2018 International Mechanical Code and associated 2020 Minnesota amendments, the most current ASHRAE and SMACNA standards and the mechanical specifications for this project. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. No ductwork or piping shall be supported from other ductwork, piping or conduit. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. Refer to the architectural reflected ceiling plans for ceiling types, heights, and exact locations of all diffusers, grilles, registers, lights, and ceiling mounted equipment. Coordinate air terminal device layout with other ceiling equipment and ceiling architectural features. Coordinate construction openings necessary for the proper installation of mechanical systems with the general contractor. Do not cut new, pre-stressed or post-tensioned concrete floors or structural members without first consulting the architect or structural engineer. Coordinate roof openings with general contractor prior to ordering and setting rooftop equipment. Provide sleeves for all ductwork and piping penetrations of walls and floors. Maintain respective wall and ceiling ratings at all mechanical penetrations. Ductwork dimensions are inside clear airflow dimensions. Increase lined ductwork dimensions accordingly. Contractor may substitute spiral ductwork in lieu of rectangular ductwork sizes. Provide a manual volume balancing damper on each branch duct that serves a diffuser or register. Provide flexible connections at the air inlet and outlet of each fan unit or device. Mount thermostats and wall switches at 54-inches above finished floor unless indicated otherwise. Refer to the HVAC drawings for locations. The project mechanical drawings are symbolic and diagrammatic and are intended to show only the general scheme, equipment involved, and the approximate locations of materials and equipment. The project mechanical drawings and specifications are to be considered as supplementing each other. Work specified but not shown, or shown but not specified shall be provided or performed as though mentioned and indicated in both the drawings and specifications. If items indicated on the drawings appear to conflict with other items indicated on the drawings or with the specifications, then the item or statement requiring the greater quantity, superior quality, or condition most favorable to the owner shall take precedence. Refer also to plumbing and lighting plans for coordination and to the project mechanical specifications for further information and additional requirements. HVAC GENERAL NOTES: A. B. C. D. E. F. G. H. J. K. L. M. N. O. 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY FURN-2 FURN-1 FURN-3 ERV-2 ERV-1 UNDERGROUND DUCTWORK 24"x18" INTAKE LOUVER 24"x18" EXHAUST LOUVER ECUH-1 ACCU-1 ACCU-2 ACCU-3 16"ø 16"ø 12 " x 1 2 " ECUH-5ECUH-4 ECUH-3 ECUH-2 RR1:24"x16" 1200 CFM16"x14" 14"x14" FLOOR TERMINALS (TYP) ER1:12"x12" 50 CFM ER1:12"x12" 260 CFM ER1:12"x12" 140 CFM SD1:6"Ø 50 CFM SD1:6"Ø 50 CFM RG1:6"x6" RG1:8"x6" (TYP OF 2) (TYP OF 2) SD1:8"Ø 200 CFM ER1:12"x12" 260 CFM SD1:8"Ø 200 CFM SD1:8"Ø 200 CFM SD1:10"Ø 300 CFM ER1:12"x12" 400 CFM ER1:12"x12" 100 CFM 16"x12" 8" x 1 0 " 8" x 8 " 8"x12" 8"x14" 6" ø 6" ø 10"ø 12"ø 6" ø 6" ø 6" ø 14"x14" SR1:10"x10" 350 CFM (TYP OF 5) SR1:10"x10" 375 CFM (TYP OF 4) 10"ø8"x6" 16 " x 1 4 " RR1:24"x12" 900 CFM 14 " x 1 4 " RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M201 HVAC PLAN TLW BJG 1/4" = 1'-0"1 HVAC Plan - Main Level 142 INSTALL STAINLESS STEEL TIE BANDS WITH ADJUSTING SCREWS AT BLEXIBLE/RIGID DUCT JOINTS FLEXIBLE DUCT SAME SIZE AS DIFFUSER NECK 90° RIGID ROUND ELBOW SAME SIZE AS DIFFUSER NECK (FLEX SHALL NOT BE USED IN ELBOW) CEILING DUCT HANGER (TYPICAL) RIGID SUPPLY AIR DUCT WITH 1" THICK EXTERIOR FIBERGLASS WRAPPING. SEE PLAN FOR SIZE. 5'-0" MAX LENGTH DIFFUSER NOTES: 1. INSTALL COMPLETE SYSTEM IN ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND GUIDELINES INCLUDING INSTALLATION OFF ALL FIELD INSTALLED COMPONENTS. 2. REFER TO EQUIPMENT SCHEDULE FOR QUANTITY OF RESIN TANKS REQUIRED. WATER SOFTENER BYPASS VALVES AND CONTROLLER RESIN TANK BRINE TANK PIPE TO FLOOR SINK CONCRETE BASIN BRINE LINE (TYP) WATER METER (TYP) DIAPHRAGM OPERATED VALVE (TYP) SHUT-OFF VALVE (TYP) FULL SIZE BYPASS VALVE (TYP) SOFT WATER HARD WATER S PRESSURE GAUGE (TYP) WATER HEATER PRESSURE GAUGE (TYP) PIPE RELIEF TO 12" ABV FLR DRAIN DRAIN VALVE W/ HOSE CONN (TYP) DOMESTIC HOT WATER TEMPERATURE GAUGE (TYP) DOMESTIC COLD WATER CHECK VALVE EXPANSION TANK UNION (TYP) CONCRETE HOUSEKEEPING PAD CAST IRON RISER (TO BELOW FROST DEPTH OUTSIDE BUILDING ONLY) COMPACTED EARTH 'Y' FITTING ACCESS HOUSING W/ C.O. COVER FINISHED SLAB FINISHED GRADE 2" ABOVE FINISHED GRADE AT EXTERIOR & FLUSH IN FINSHED AREAS DOMESTIC WATER METER, COORDINATE REQUIREMENTS WITH LOCAL UTILITY MOTORIZED VALVE, WIRE TO FLOW SWITCHES TO SHUT ON DETECTION OF FLOW 2" 2" WATER SERVICE, REFER TO CIVIL DRAWINGS THRUST BLOCK TO DOMESTIC SYSTEM PRESSURE GAUGE, TYPICAL HANGER ROD LOCKING NUT SUPPORT NUT HANGER SEE SPEC PIPE INSULATION HIGH DENSITY INSULATION 12" MIN. LENGTH METAL INSULATION PROTECTION SHIELD 12" MIN. LENGTH. VAPOR BARRIER CONTINUOUS SEALED UNDER METAL SHIELD INSULATED PIPE UNINSULATED PIPE NOTE: 1. PROVIDE AN OIL TRAP AT THE BASE OF ALL SUCTION AND HOT GAS RISERS, AND ONE ADDITIONAL TRAP FOR EACH 25 FEET OF VERTICAL RISE. 2. PROVIDE DOUBLE RISERS FOR ALL SUCTION AND HOT GAS RISERS IN SYSTEMS WITH CAPACITY REDUCTION WHERE GAS VELOCITIES IN VERTICAL RISERS WOULD FALL BELOW 1000 FPM. 3. REFRIGERATION LINES SHALL BE SIZED PER MFR'S RCOMMENDATIONS. H G H G LIQ LIQ S U C S U C S S S S MODULATING HOT GAS DISCHARGE BYPASS VALVE FURNISHED BY MFR. - INSTALLED BY MECHANICAL SOLENOID VALVE FURNISHED BY MFR. - INSTALLED BY MECHANICAL HOT GAS BYPASS (EACH CIRCUIT) FLEXIBLE CONNECTOR (TYP) SHUT-OFF VALVE (TYP) CONDENSING UNIT FILTER DRIER WITH VALVED BYPASS (TYP) SOLENOID VALVE (TYP) SIGHT GLASS (TYP) THERMOSTATIC EXPANSION VALVE (TYP)EVAPORATOR (TYP) RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M400 MECHANICAL DETAILS TLW BJG NTS1Duct Connection To Diffuser NTS2Water Softener NTS3Electric Water Heater Piping Detail NTS4Typical Cleanout NTS5Domestic Water Service NTS6Clevis Hanger NTS7Refrigeration Piping Detail 143 4"FCO CLEANOUT, TYPICAL WC-1 2"FD-1 L-1 2" 2" 2" 2" 2" 4" 4" 4" 3"FD-2 2" 4"FCO 4"VTR 3" 3" 2" MS-1 3" 2" WC-1 2" 2" 2" 2" 4" 4" 4" 4"FCO 3"FCO 3" SK-1 2"TTFD 2" 2" 3" GI-1 3" 2"2" 3" 2" SK-2 2" 2" 2" 2" 4" 2"FD-1 L-1 CLEANOUT, TYPICAL WC-1 2"FD-1 4" EWC-1 2" 2"2" 2" L-12" 2" 4"FCO 2" 4" 4" 4" 4" BUILDING CLEANOUT 4"VTR 2"FD-1 3"FD-2 WC-1 L-1 2" 3" 2" 4" 4" 4"FCO 4" 2" 2" 2" 2" 2" 3"FD-2 3" 2" 3" 2" DOMESTIC WATER SERVICE 2"WATER METER NORMALLY CLOSED BYPASS SHUT OFF VALVE, TYP. CHECK VALVE WATER HAMMER ARRESTER, PDI SIZE "A" WC-1 L-1 HB-1 1 1/2" 1/2" 1/2" 3/4" 1 1/2" WH-1 3/4" 3/4" EXPANSION TANK 2" 2" 3/4" 1/2" 1/2" 1/2" 3/4" 1/2" WATER HAMMER ARRESTER, PDI SIZE "A"1 1/2" 1 1/2" HB-1 L-1 WC-1 EWC-1 3/4" WHT-1 WS-1 2" WATER HAMMER ARRESTER, PDI SIZE "A" WATER HAMMER ARRESTER, PDI SIZE "A" WH-1 3/4" 3/4" SK-1 SK-2 MS-1 3/4" 3/4" 1 1/2" HB-1 3/4" WC-1 L-1 1/2" 3/4" 1 1/2" 1/2" 3/4" 1/2" 1 1/2" 1 1/2" WC-1 HB-1 3/4" L-1 1/2" 1/2" RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M401 PLUMBING RISERS TLW WFC NTS1Waste & Vent Riser NTS2Domestic Water Riser 144 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 47945 Travis L. Willemssen 04/10/2025 M500 MECHANICAL SCHEDULES TLW BJG Water Heater Schedule - Electric Mark Location Manufacturer Model Number Volume Recovery Power Voltage Phase Notes WHT-1 Mechanical/Storage 105 Bradford White LE350S3-3 45 gal 39 gal/h 9 KW 208 V 3 1 Plumbing Fixture Schedule Fixture Tag Fixture Type Minimum Pipe Sizes NotesCold Hot Waste Vent EWC-1 Electric Water Cooler 1/2" 0" 1 1/2" 2" ADA, dual heaight, bottle filler HB-1 Hose Bibb 3/4" 0" 0" 0" Loose key operation, nickel bronze box with chrome face, provide ASSE 1011 vacuum breaker L-1 Lavatory 1/2" 1/2" 1 1/2" 2" Wall hung lavatory system, touchless all-in one soap, water and hand dryer MS-1 Mop Sink 3/4" 3/4" 3" 2" 24"x24" floor basin with stainless steel bumber guard, hose and bracket, mop hanger, wall guard and wall mounted service faucet with lever handles, pail hook and wall brace SK-1 Three Compartment Sink 3/4" 3/4" 2" 2" Stainless steel, freestanding,splash mounted prerinse faucet and wall mounted prerinse sprayer, Route through grease interceptor, Provide 2"TTFD SK-2 Handwash Sink 1/2" 1/2" 1 1/2" 2" Wall mount, stainless steel, splash guard, splash mounted gooseneck faucet with wrist blades WC-1 Water Closet 1 1/2" 0" 4" 2" ADA, floor mount, battery powered touchless flush valve, elongated bowl WH-1 Wall Hydrant 3/4" 0" 0" 0" Freezeless wall hydrant, provide ASSE 1019 vacuum breaker, tamper resistant box, loose key operation, Cabinet Unit Heater Schedule Mark Manufacturer Model Number Orientation CFM EAT LAT Power Voltage Phase Starter By Disc. By Notes ECUH-1 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-2 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-3 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-4 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-5 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 Notes: 1. Provide factory disconnect, mounting hardware and integral tamper proof thermostat. Grease Interceptor Schedule Mark Manufacturer Model Number Flow Rate GPM Liquid Capacity Gallons Grease Holding Capacity (LB) Inlet/Outlet Pipe Sizes Notes GI-1 Schier GB2 35 GPM 20 130 3" Floor mount, below SK-1 Notes: 1. Provide with integral flow control and pump out port. Notes: 1. Provide temperature/pressure relief piped to floor drain. Air Terminal Schedule Mark Description Manufacturer Model Damper Finish Notes ER1 Exhaust Register 35° Deflection Titus 350RL O.B. White RG1 Return Grille 35° Deflection Titus 350RL None White RR1 Return Grille 35° Deflection Titus 350RL None White SD1 24"x24" Adjustable Square Cone Diffuser Titus TMSA None White SR1 Double Deflection Supply Register Titus 300RS O.B. White Furnace Schedule Mark Area Served Manufacturer Model Number CFM Heating Cooling Electrical NotesInput BTUH Output BTUH Total Capacity Sensible Capacity Refrigerant Voltage Phase Starter By Disc. By FURN-1 Main Gathering Lennox EL296UH090XV48C 1750 88000 85000 48000 Btu/h 39000 Btu/h R-454B 120 V 1 Mech Elec 1 FURN-2 Main Gathering Lennox EL296UH090XV48C 1500 88000 85000 48000 Btu/h 39000 Btu/h R-454B 120 V 1 Mech Elec 1 FURN-3 Bathrooms/Kitchen Lennox EL296UH070XV36B 1000 66000 62000 36000 Btu/h 29000 Btu/h R-454B 120 V 1 Mech Elec 1 ERV Schedule Mark Manufacturer Model Number Exhaust Fan Supply Fan Energy Recovered Electrical NotesCFM ESP HP CFM ESP HP Voltage Phase MCA MOCP ERV-1 RenewAire HE07INAA 600 0.60 in-wg 1 HP 600 0.75 in-wg 1 HP 0.0 Btu/h 208 V 1 3.5 A 15.0 A 1 ERV-2 RenewAire HE07INEE 300 0.60 in-wg 1 HP 300 0.60 in-wg 1 HP 0.0 Btu/h 208 V 1 6.2 A 15.0 A 1 Air Cooled Condenser Schedule Mark Location Manufacturer Model Number Total MBH Voltage Phase MCA MOCP Starter By Disc. By Notes ACCU-1 On-Grade Lennox EL22KCV-048-230A01 48 208 V 1 26.4 A 40.0 A Mech Elec 1 ACCU-2 On-Grade Lennox EL22KCV-048-230A01 48 208 V 1 26.4 A 40.0 A Mech Elec 1 ACCU-3 On-Grade Lennox EL22KCV-036-230A01 36 208 V 1 21.5 A 35.0 A Mech Elec 1 Water Softener Schedule Mark Manufacturer Model Number Grain Capacity Max Flow Rate Backwash Flow Rate Brine Tank Salt Capacity Brine Tank Dimensions Mineral Tank Dimensions Inlet/Outlet Pipe Sizes Notes WS-1 Water Control LF-150-TWIN 300,000 120 GPM 4 GPM 625 24"Ø x 50" tall 16"Ø x 78" tall 2" 1, 2 Notes: 1. Provide microprocessor control, electronic flow meter, brass valve construction, automatic timed brine refill, 6 ft 120 VAC power cord 2. Contractor to obtain water sample and verify hardness. Coordinate with supplier for exact water softener requirements prior to ordering Note: 1. Refer to architectural for exact plumbing fixture locations and mounting heights. Notes: 1. Provide with 2-stage heating, side return with filter rack, cased cooling coil section with coil, vent kit, flexible duct connections, motor starter, control transformer. Pipe condensate to floor drain. Provide with programmable thermostat. Notes: 1. Two-stage condensing unit. Provide unit base, crankcase heater, anti-short cycle timer, vibration isolation and refrigerant controls. Unit shall be interlocked with associated furnace. Notes: 1. Suspend unit from structure. Provide with total energy recovery core, low-leak exhaust and outdoor air dampers. Provide with ECM motors. Interlock with associated furnace. 145 Wire Size* Branch Circuit Sizing (120V, 20A circuits) Circuit Length(ft) #12 AWG0 - 75' #10 AWG76' - 150' #8 AWG151' - 240' #6 AWG241' - 380' Wire size applies to both the hot and neutral conductor. Provide an Equipment ground sized to comply with T250.122 of the NEC. * ELECTRICAL SYMBOLS NURSE CALL - PATIENT (CB, SA, AND PILLOW SPEAKER) N NURSE CALL - DUTY STATION N D NURSE CALL - CODE BLUE N CB NURSE CALL - STAFF ASSIST N SA NURSE CALL - DOME LIGHT N DL NURSE CALL - TOILET PULL N T SAFETY SWITCH MOTOR STARTER COMBINATION MOTOR STARTER/SAFETY SWITCH T THERMOSTAT B RELAY ELECTRICALLY OPERATED SOLENOIDS GROUND CONDUIT STUB INDICATES DEVICES SHOWN UNDER COMMON COVERPLATE 46" 60" 60" 60" LIGHT FIXTURE a NL 2 B TYPE DESIGNATION CIRCUIT NUMBER SWITCH REFERENCE (RC# = RELAY CONTROL) HALF FILLED INDICTATES AN EMERGENCY LIGHT NL (NL=NIGHT LIGHT) RECESSED DOWNLIGHT PENDANT - COORDINATE LENGTH WITH ARCHITECT WALL-MOUNTED FIXTURE EXTERIOR DEFAULT MOUNTING HEIGHT = 12' TRACK LIGHTING- INDICATES NUMBER OF LIGHTS EXIT LIGHT-WITH DIRECTIONAL ARROW(S); DARKENED AREA INDICATES NUMBER AND ORIENTATION OF FACES EXIT LIGHT-WITH EMERGENCY LIGHTING HEADS AND DIRECTIONAL ARROWS EMERGENCY LIGHTING WALL PACK EMERGENCY LIGHTING REMOTE HEAD S STANDARD SNAP LIGHT SWITCH 46" LOW-VOLTAGE SWITCH; "LD#" INDICATES A SPECIFIC LOW-VOLTAGE LIGHTING DETAIL; LOW VOLTAGE SWITCH. "LD#" INDICATES CONTROL TYPE REFER TO CORRESPONDING DETAIL FOR REQUIRED DEVICES AND CONNECTIONS FOR LIGHTING, SENSOR AND RECEPTACLE CONTROL. LD#46" DIMMER SWITCHD 46" THREE-WAY SWITCH3 46" FOUR-WAY SWITCH4 46" KEY-OPERATED SWITCHK 46" SWITCH WITH PILOT LIGHT 46" ON/OFF SWITCH WITH OCCUPANCY SENSOROS 46" OS OCCUPANCY SENSOR: D1 - CEILING MT, 500SF DUAL TECH, STANDALONE W/ POWER PACK D2 - CEILING MT, 2000SF DUAL TECH, STANDALONE W/ POWER PACK L1 - CEILING MT, 2000SF DUAL TECH, CONNECTED TO LTG CTRL PANEL W1 - WALL MT AT SWITCH LOCATION, 1-BUTTON FOR ON/OFF W2 - WALL MT AT SWITCH LOCATION, 2-BUTTON FOR LEVEL CONTROL N1 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N2 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N3 - WALL MT, GYMNASIUM W/ WIREGUARD ## S S S S S S S DS DAYLIGHT SENSOR (TO ROOM CONTROLLER ); DAYLIGHT SENSOR CONNECTED TO ROOM CONTROLLER FOR DIMMED DAYLIGHT CONTROL. REFER TO DAYLIGHTING CONNECTION DETAIL. TIME-SWITCH (TC: TIME-CLOCK) PHOTOCELL TS PC ELECTRICAL SWITCHBOARD OR SPECIALTY EQUIPMENT; SEE LABELLING OR KEYED NOTE ON SHEET PANELBOARD MOUNT TOP OF PANEL AT 6.0' A.F.F. J JUNCTION BOX 18" ACTIVATION KIT IN FLOORBOX. PROVIDE 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE A/V INSTALL BY OWNER.EC # #VIEW REFERENCE; REFER TO INDICATED SECTION OR DETAIL MOTOR OR EQUIPMENT; SEE SCHEDULESEF-1 ELECTRICAL KEY NOTE SYMBOL NUMBER# A AMPERE AB ABOVE BACKSPLASH AC ALTERNATING CURRENT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ARCH ARCHITECTURAL ATS AUTOMATIC TRANSWER SWITCH AUTO AUTOMATIC BCCT BOTTOM OF CABLE TRAY C CONDUIT CB CIRCUIT BREAKER CCT, CKT CIRCUIT CCTV CLOSED CIRCUIT CONNECTION CLG CEILING COMB COMBINATION CONN CONNECT, CONNECTION CONTR CONTRACTOR CUH CABINET UNIT HEATER DIST DISTRIBUTION DN DOWN DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR ELR END-OF-LINE RESISTOR EM EMERGENCY EMS EMERGENCY MANAGEMENT SYSTEM EP ELECTRICAL PNEUMATIC SWITCH EQUIP EQUIPMENT EX EXISTING EXPL EXPLOSION PROOF FA FIRE ALARM FDR FEEDER FIN FINISHED FLR FLOOR FLA FULL LOAD AMPS FSEC FOOD SERVICE EQUIPMENT CONTRACTOR FACP FIRE ALARM CONTROL PANEL GND,GRD GROUND GFI,GFCI GROUND-FAULT CIRCUIT INTERRUPTER HOA HAND-OFF-AUTOMATIC ALARM HP HORSEPOWER HTG HEATING HTR HEATER HUH HORIZONTAL UNIT HEATER HZ HERTZ I/L INTERLOCK I/C INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IC INTERRUPTING CAPACITY IG ISOLATED GROUND JB JUNCTION BOX KVA KILOVOLT-AMPERE KW KILOWATT LOC LOCATION LTG LIGHTING LV LOW-VOLTAGE MAX MAXIMUM MCC MOTOR CONTROL CENTER MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MIN MINIMUM MFGR MANUFACTURER MSS MOTOR STARTER SWITCH MTC EMPTY CONDUIT MTD MOUNTED MTS MANUAL TRANSFER SWITCH ELECTRICAL ABBREVIATIONS SHEET INDEX SYMBOL DESCRIPTION HEIGHT LIGHTING COMMUNICATIONS BELL OR OTHER AUDIBLE DEVICE 80"B V VOLUME CONTROL 46" A AUDIO JACK M MICROPHONE; WALL OR CEILING MOUNTED 18"/CLGM S PROJECTION SPEAKER; "WP" ANNOTATION INDICATES WEATHERPROOF EXTERIOR SPEAKER 80" S J SPEAKER JACK LOCAL SOUND SYSTEM SPEAKERS S SPEAKER; WALL OR CEILING MOUNTED; "V" ANNOTATION INDICATES SPEAKER WITH VOLUME CONTROL 80"/CLGS C CLOCK W/ TWO FACES; END-MOUNT 80" C CLOCK TV TV CONNECTION ROUGH-IN; SINGLE-GANG JUNCTION BOX W/ (1) DATA DROP TERMINATED IN BISCUIT BOX 60" 80" SB SMARTBOARD CONNECTION ROUGH-IN; PROVIDE A 1900 DEEP JUNCTION BOX WITH (2) 1" EMPTY CONDUITS TO THE CEILING SPACE ABOVE. PROVIDE A 2 GANG MUD RING WITHOUT ANGLED CORNERS FOR THE FUTURE SMARTBOARD OR AV SYSTEM. 18" AV A/V CONNECTION ROUGH-IN; PROVIDE 5" SQUARE BOX WITH (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE INSTALLATION OF A/V DEVICES BY OWNER. 18" MEDICAL MISCELLANEOUS SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NF NON-FUSED OC ON CENTER OS OCCUPANCY CENTER PB PULL-BOX PE PNEUMATIC-ELECTRIC SWITCH PH PHASE PNL PANEL PR PAIR PVC POLY-VINYL-CHLORIDE PWR POWER REC RECEPTACLE RM ROOM S DENOTES “SURFACE” DEVICE SHT SHEET SPC SPACE SPR SPARE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TC TIME-CLOCK TELE TELEPHONE TE TELECOMMUNICATION ENCLOSURE TS TIME-SWTICH TSFR TRANSFER TV TELEVISION TYP TYPICAL TVSS TRANSIENT VOLTAGE SURGE PROTECTION UG UNDERGROUND UH UNIT HEATER UV UNIT VENTILATOR V VOLTAGE VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WATTAGE WM SURFACE WIREMOLD WP WEATHERPROOF RECEPTACLE (DUPLEX)18" BOX AT BASE OF DEVICE INDICATES WIREMOLD-MOUNT, TYP ALL DEVICES. QUADRUPLEX RECEPTACLE 18" GFI RECEPTACLE (DUPLEX)46" COMBINATION USB/DUPLEX RECEPTACLE DUPLEX RECEPTACLE ON EMERGENCY POWER 18" QUADRUPLEX RECEPTACLE ON EMERGENCY POWER 18" GREEN DUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" GREEN QUADRUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" DUPLEX RECEPTACLE (TAMPER RESISTANT)TR DUPLEX RECEPTACLE (SPLIT WIRED)18" 18"SPECIAL PURPOSE OUTLET POKE-THRU FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES IN-GRADE FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES POWER 1. EQUIPMENT SHALL BE INSTALLED AT THE MOUNTING HEIGHTS INDICATED UNLESS SHOWN OTHERWISE ON THE ARCH. ELEVATIONS, NOTED ON THE DRAWINGS, OR IN THE SPECIFICATIONS. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE FROM FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON WALL ELEVATIONS, TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED ABOVE. 3. LETTERS ADJACENT TO SYMBOLS INDICATE UNIT TYPE -SEE SPECS. 4. DOTTED SYMBOLS INDICATE EXISTING DEVICES. 5. TICK MARKS CONNECTED TO SYMBOLS INDICATE WALL MOUNTED DEVICES. ELECTRICAL SYMBOL GENERAL NOTES PANELBOARD DENOTES WIRE SIZE OTHER THAN #12 AWG ANY CIRCUIT WITHOUT DESIGNATION IS A TWO WIRE CIRCUIT. ANY GREATER NUMBER OF WIRES IS INDICATED BY CROSS MARKS. LONG CROSSMARK IS NEUTRAL(GROUNDED) CIRCUIT NUMBERS INDICATES GROUND WIRE LP1 #8 1,3,5 HOME RUN DOT-SAFETY GRD.) (HOOK ISOLATED GRD; <100A3G> 100A 3 G AMPERAGE # OF CONDUCTORS G = GROUND REQUIRED FEEDER TAG CIRCUITING FIRE ALARM MANUAL PULL STATIONF FIRE ALARM SPEAKER; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F FIRE ALARM STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F EMERGENCY STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.E FIRE ALARM SPEAKER/STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST. F FIRE ALARM SMOKE DETECTORSF HF DSF RF FIRE ALARM HEAT DETECTOR FIRE ALARM DUCT SMOKE DETECTOR REMOTE DUCT SMOKE DETECTOR TEST STATION FS FIRE SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE FIRE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNIT IS NOT RUNNING. SD SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNITIS NOT RUNNING. FIRE ALARM FLOW-SWITCHFSF TS FIRE ALARM TAMPER SWITCHF FIRE ALARM SOLENOID VALVESVF FIRE ALARM DOOR HOLD OPEN (MAGNETIC)DHF FIRE ALARM INDIVIDUAL ADDRESSABLE MODULEAMF FIREMANS KEY LOCK BOXKF FIRE ALARM LOCK DOWN FLD FIRE ALARM CONTROL PANELFACP FIRE ALARM ANNUNCIATOR PANEL AND MICROPHONE UNITFAAM 46" FIRE ACCESS CONTROL J-BOXAC COMBINATION CARD READER KEYPADCK CARD READERCR DURESS ALARMDA DOOR CONTACT; PROVIDE ROUGH-IN FOR FUTURE DOOR CONTACTS. ROUTE CONDUIT FROM FRAME TO EXTERIOR OF BUILDING. DC ELECTRIC LOCKEL GLASS BREAK SENSORGB INTERCOMIC INTERCOM MASTERIM KEYPADKP LOCAL ALARMLA LOCK DOWNLD MOTION DETECTORMD PUSH BOTTONPB POWER DOOR OPERATORPO POWER SUPPLYPS INTEGRATION RELAYR WIRELESS DURESS REPEATERRP REQUEST-TO-EXIT DEVICERX WIRELESS DURESS RECEIVERWR WORK STATIONWS PAN/TILT/ZOOM SURVEILLANCE CAMERAC PTZ C CAMERA ROUGH-IN; PROVIDE (1) DATA DROP DOOR SECURITY ROUGH-IN; REFER TO DOOR SECURITY ROUGH-IN DETAIL SECURITY DATA VOICE/DATA OUTLET; PROVIDE 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR ROUTED TO TE LOCATED IN MECH ROOM 18" WAP CLG WIRELESS ACCESS POINT; PROVIDE DOUBLE GANG BOX AND (1) 1" CONDUIT FROM DEVICE TO TE LOCATED IN MECH ROOM DATA OUTLET; STANDARD (2) DATA DROPS "-D" ANNOTATION DENOTES NONTYPICAL DROP QTY, EG "3D"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR ROUTED TO TE LOCATED IN MECH ROOM 18" DATA OUTLET; STANDARD (1) DATA DROP; "W" ANNOTATION DENOTES MOUNTING HEIGHT AT 46"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR DATA/VOICE ROUTED TO TE LOCATED IN MECH ROOM 18" 18" 46" NUMBER NAME RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 04/10/2025 E000 ELECTRICAL TITLE SHEET AJT RTA E000 ELECTRICAL TITLE SHEET E101 ELECTRICAL LIGHTING PLAN E201 ELECTRICAL POWER & SYSTEMS PLAN E300 ELECTRICAL DETAILS E400 ELECTRICAL SCHEDULES 146 OS OS OS OS OS OS OS OS OS OS Conduit and wire connections are not shown. Provide conduit and wire as required for the indicated circuitry. A maximum of three circuits are intended to be installed in a conduit and a maximum of three phase conductors. Multi-wire branch are circuits are not permitted unless specifically noted otherwise. Circuit numbers shown for homeruns to panelboards are not actual circuit numbers, but are used to establish circuiting intent. All circuits are 20a-1 pole unless noted otherwise. Provide breakers as required and noted in schedules. For exact location of ceiling mounted electrical devices, equipment, etc., refer to architectural reflected plans (rcp); for wall mounted devices, see architectural elevations. Where discrepancies occur between architectural and engineering plans, notify architect/engineer prior to starting work. Ceiling mounted devices shall be a matching white color. All back boxes and junction boxes shall be recessed mounted. A B C D E F General Notes 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY OS OS PARTITION SENSOR PC K7E 18 K7 18 K7 18 H6 18 H6E 18 H6 18 H6 18 H6 18 H6 18 L12E 17 L12E 17 L12 17 L12E 17 N8E 17 N4 18 N4E 18 N4 18 N4E 18 N4E 18 N4 18 N4E 18 N20E 17 R 19 RP 19 LP-1 K7 18 18 LP-1A19 LP-1A L12E 17 L12 17 LP-1A 17 LP-1A E 17 E 17 E 17 E 17 1 2 3 4 3 3 a a a a b b a b 4 4 4 4 4 4 4 INV-1 21 LP-1A 5 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 04/10/2025 E101 ELECTRICAL LIGHTING PLAN AJT RTA 1/4" = 1'-0"1 LIGHTING PLAN Electrical Keyed Notes 1 Provide an exterior photocell, wired as an input to nLIGHT Control system, on the north side of the building. 2 Location of digital timeclock touchscreen. 3 Recessed canopy light fixture and corresponding control to be bid as part of Deduct Alternate. 4 4' section of light fixture to be on secondary circuit with control tied to primary circuit under normal operation. Route circuit through inverter prior to termination in panelboard. 5 Provide a surface mounted IOTA #IIS 375 LED DR inverter for exterior emergency lighting. 147 JCCCCELDC CR EL DC EL DC CR CR EL DC DC DC EL CR CR DC EL CR EL DC CR DC DC EL EL CR RX RX RX CR EL DC RX MD MD CR EL DC DC RX RX RX RX RX F S/CO CR J J RX RX Conduit and wire connections are not shown. Provide conduit and wire as required for the indicated circuitry. A maximum of three circuits are intended to be installed in a conduit and a maximum of three phase conductors. Multi-wire branch are circuits are not permitted unless specifically noted otherwise. Circuit numbers shown for homeruns to panelboards are not actual circuit numbers, but are used to establish circuiting intent. All circuits are 20a-1 pole unless noted otherwise. Provide breakers as required and noted in schedules. For exact location of ceiling mounted electrical devices, equipment, etc., refer to architectural reflected plans (rcp); for wall mounted devices, see architectural elevations. Where discrepancies occur between architectural and engineering plans, notify architect/engineer prior to starting work. Ceiling mounted devices shall be a matching white color. All back boxes and junction boxes shall be recessed mounted. A B C D E F General Notes 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY 46"46" LP-1 18" 24" WP 24" WP 24" WP 24" WP 24" WP 18" ECUH-1 ACCU-1 ACCU-2 ACCU-3 FURN-3 ERV-1 ERV-2 FURN-1 FURN-2 WHT-1WS-1 ECUH-4 ECUH-3 ECUH-2 ECUH-5 4 6 5 11 12 13 13 15 15151414 1 5 1 5 2 10 4 16 16 4 3 7 7 8 4 9 1 9 9 9 1 ? 16 1 16 16 3 LP-1A 2 LP-1A 4 LP-1A 5 LP-1A 6 LP-1A 7 LP-1A 8 LP-1A 9 LP-1A 10 LP-1A 12 LP-1A 11 LP-1A 13 LP-1A 14 LP-1A 15 LP-1A 16 LP-1A LP-1A 1 1 1 1 2 INV-1 3 3 20 22 20 LP-1A 22 LP-1A RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 04/10/2025 E201 ELECTRICAL POWER & SYSTEMS PLAN AJT RTA 1/4" = 1'-0"1 POWER & SYSTEMS PLAN Electrical Keyed Notes 1 Mount receptacle beneath sink for connection to electric hand dryer and IR sensor faucets. Coordinate exact connection requirements with supplier prior to rough-in. Circuit shall be fed from a 120V, 20A GFCI circuit breaker. 2 Provide a recessed junction box at 18" AFF for connection to Adult Changing Station. Verify connection requirements with supplier. 3 Provide a 120V connection from a dedicated 20A circuit for motorized coil door operator. Provide conduit and wiring to push button station as required. Verify the exact location and installation requirements with the supplier prior to rough-in. 148 LP-1 120/208V 400A 3P,4W MCB <400A4> MECHANICAL / STORAGE UTILITY TRANSFORMER FEEDER LENGTH TO BUILDING APPROXIMATELY 150FT. REFER TO CIVIL SITE PLAN FOR FINAL LOCATION. PROVIDE PAD AND VAULT PER UTILITY'S REQUIREMENTS PAD MOUNT CT CABINET GROUND PER NEC 250 LP-1A 120/208V 400A 3P,4W MLO <400A4> <100A3G>100A 3 G Amperage # of Conductors G = Ground Required Notes: * Optional installation, unless noted otherwise. (#) = Provide parallel sets of conductors as indicated. Accessible ceiling space Typical hollow metal frame J Provide 120V connection in ceiling space for lock power Note: Contractor to provide conduit into frame prior to completeion of storefront; coordinate rough-in to grame with cable pathway requirements to security devices Provide 3/4" conduit to access control panel located in Mech Room Provide single gang J-box at 42" AFF for card reader rough-in where indicated on plans Occupancy sensor power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out nCM PDT 9 <Cat 5> Standard lighting OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: Occupancy sensor power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out nPOD nCM PDT 9 Low voltage control wires <Cat 5> <C a t 5 > Typical low voltage switch; provide for each indicated zone Dimmable lighting OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: ON/OFF Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires Dimmable lighting <C a t 5 > Provide addition power pack and/or control module for each additional indicated zone/circuit Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires Canopy/ Exterior Building Lighting (Normal Power) Provide an ACUITY #nDTC digital time clock, touch screen, multi-channel, wall switch. PC Exterior Mounted Outdoor Photocell (nLight #nIO PC Kit, or approved Equal). Typical on plan: Power Pack and/or Control Module <C a t 5 > Photocell Controlled Power Supply <C a t 5 > Power Supply Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires <C a t 5 > INV-1 Canopy/ Exterior Building Lighting (Emergency Power) Control Scheme: • ON: Via photocell. (Option shall be available for on via time schedule) • Off: Via photocell (Option shall be available for off via time schedule) • Capable of dimming fixtures to 10-100% at a set time during the night - Initial Setup: set lights to dim to 70% between 12am-6am <Cat 5> Photoelectric proximity sensor embedded in movable wall end frame w/ associated power/control pack Zones 'a' and 'b' are controlled independently until the proximity sensor detects that the wall between classrooms has been opened, then zone 'a-b' shall be controlled together. <Cat 5> Zone "a" Switch This design was done assuming the capabilities of the nLight system. Any alternate manufacturers must provide equivalent capabilities with all necessary wires, controls, and/or additional hardware at no extra cost. nPOD Zone Behaviors: Automatic on to 50%, Manual to 100%, auto- off w/ sensor after 20 minutes. Occupancy sensor dim power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires Dimmable lighting, Zone "a" OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: Provide additional nCM sersors as required, total number indicated on plans. <Cat 5><Cat 5> Zone "b" Switch Occupancy sensor dim power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires Dimmable lighting, Zone "b" OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: Provide additional nCM sersors as required, total number indicated on plans. <Cat 5> <Cat 5> ON/OFF ON/OFF RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 04/10/2025 E300 ELECTRICAL DETAILS AJT RTA NTS1Electrical Riser Diagram Electrical Feeder Schedule Feeder Ampacity 3 Wire Feeder 4 Wire Feeder 20 A 1/2"C, 3#12 & 1#12 GND 1/2"C, 4#12 & 1#12 GND 30 A 3/4"C, 3#10 & 1#10 GND 3/4"C, 4#10 & 1#10 GND 50 A 3/4"C, 3#8 & 1#10 GND 1"C, 4#8 & 1#10 GND 60 A 1"C, 3#6 & 1#10 GND 1"C, 4#6 & 1#10 GND 80 A 1"C, 3#4 & 1#8 GND 1 ¼"C, 4#4 & 1#8 GND 100 A 1 ¼"C, 3#3 & 1#8 GND 1 ¼"C, 4#3 & 1#8 GND 125 A 1 ¼”"C, 3#1 & 1#6 GND 1 ½"C, 4#1 & 1#6 GND 150 A 1 ½” C, 3#1/0 & 1#6 GND 2"C, 4#1/0 & 1#6 GND 175 A 1 ½"C, 3#2/0 & 1#6 GND 2"C, 4#2/0 & 1#6 GND 200 A 2"C, 3#3/0 & 1#6 GND 2"C, 4#3/0 & 1#6 GND 225 A 2"C, 3#4/0 & 1#4 GND 2 ½”C, 4#4/0 & 1#4 GND 250 A 2 ½"C, 3#250 & 1#4 GND 2 ½"C, 4#250 & 1#4 GND 300 A 2 ½"C, 3#350 & 1#4 GND 3"C, 4#350 & 1#4 GND 400 A 3"C, 3#500 & 1#3 GND 3 ½"C, 4#500 & 1#3 GND 500 A (2) 2 ½"C, 3#250 & 1#2 GND (2) 3"C, 4#250 & 1#2 GND 600 A (2) 3"C, 3#350 & 1#1 GND (2) 3"C, 4#350 & 1#1 GND 800 A (2) 3"C, 3#500 & 1#1/0 GND (2) 3 ½"C, 4#500 & 1#1/0 GND 1000 A (4) 2 ½"C, 3#250 & 1#2/0 GND (4) 3"C, 4#250 & 1#2/0 GND 1200 A (4) 3"C, 3#350 & 1#3/0 GND (4) 3"C, 4#350 & 1#1/0 GND 1600 A (4) 3 ½"C, 3#600 & 1#4/0 GND (4) 4"C, 4#600 & 1#4/0 GND 2000 A (6) 3"C, 3#400 & 1#250 GND (6) 3 ½"C, 4#400 & 1#250 GND 2500 A (7) 3"C, 3#500 & 1#350 GND (7) 3 ½"C, 4#500 & 1#350 GND 3000 A (8) 3 ½"C, 3#500 & 1#400 GND (8) 3 ½"C, 4#500 & 1#400 GND 4000 A (11) 3 ½"C, 3#500 & 1#500 GND (11) 4”C, 4#500 & 1#500 GND NTS8Door Rough-in for Security NTS3Typical Restroom/Vestibule/Hallway Lighting Control (Occupancy Sensor) NTS4Catering Kitchen Lighting Control (Manual w/ Dimming, Occupancy Sensor) NTS5Exterior Lighting Control Detail NTS6Main Gathering Lighting Control (Manaul w/ Dimming, Occupancy Sensor, Partition Sensor) 149 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com 04/10/2025 E400 ELECTRICAL SCHEDULES AJT RTA Light Fixture Schedule Type Mark Description Mounting Input Power CCT Voltage Manufacturer Alternate Manufacturer E Exit Light, Battery Universal 1 VA MVOLT LITHONIA #LQC-1-R-EL-N H6 4' LED Wraparound Surface Mount 49 VA 4000 K MVOLT LITHONIA #BLWP4-60L-ADP-EZ1-840 H6E 4' LED Wraparound, Emergency Surface Mount 49 VA 4000 K MVOLT LITHONIA #BLWP4-60L-ADP-EZ1-840-EL14L K7 2X4 Recessed Vandal Resistant Troffer Recessed 59 VA 4000 K MVOLT LITHONIA #2GTL4 F 4 72L MVOLT EZ1 LP840 DGA24 K7E 2X4 Recessed Vandal Resistant Troffer, Battery Pack Recessed 59 VA 4000 K MVOLT LITHONIA #2GTL4 F 4 72L MVOLT EZ1 LP840 DGA24 E10W L12 12ft Direct/Indirect Suspended Linear Aircraft Cable 216 VA 4000 K MVOLT MARK LIGHTING #S4PID LLP 12FT MSL5 80CRI 40K 1200LMF I80CRI I40K I1000LMF BW SCT MIN1 FLL MVOLT L12E 12ft Direct/Indirect Suspended Linear Aircraft Cable 216 VA 4000 K MVOLT MARK LIGHTING #S4PID LLP 12FT MSL5 80CRI 40K 1200LMF I80CRI I40K I1000LMF BW SCT MIN1 FLL MVOLT (1)E10WLCP N4 4FT Recessed Linear, Flush Lens Recessed 40 VA 4000 K 120V MARK LIGHTING #SL4L LOP 4FT FLP GB 80CRI 40K 1000LMF MIN1 120V N4E 4FT Recessed Linear, Flush Lens, Battery Pack Recessed 40 VA 4000 K 120V MARK LIGHTING #SL4L LOP 4FT FLP GB 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP N8E 8FT Recessed Linear, Flush Lens, Battery Pack Recessed 80 VA 4000 K 120V MARK LIGHTING #SL4L LOP 8FT FLP GB 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP N20E 20FT Recessed Linear, Flush Lens, Battery Pack Recessed 200 VA 4000 K 120V MARK LIGHTING #SL4L LOP 20FT FLP GB 80CRI 40K 1000LMF MIN1 120V (1)E10WLCP R 48FT Recessed Linear, Wet Location Recessed 5 VA 4000 K MVOLT LUMENWERX #V4SEALR D WET EPDO SW 80 500 30 48FT UNV D1 2MC 2EC48 TF MTR AL NA RP Recessed Linear, Wet Location, (2) 90 Degree Corners Recessed 5 VA 4000 K MVOLT LUMENWERX #V4SEALRPAT D WET EPDO SW 80 500 30 140FT11IN LEV 90(2) UNV D1 2MC 5EC48 TF MTR AL NA Mechanical Equipment Schedule Equipment Number Description Size Voltage Phase Disc. By Disc. Type Disc. Size Disc. Poles Disc. Location Starter By Starter Type Starter Size Starter Location Panel Circuit Number Feeder Notes ACCU-1 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 1,3 <30A2G> ACCU-2 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 5,7 <30A2G> ACCU-3 Air Cooled Condenser 21.5 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 9,11 <30A2G> ECUH-1 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 13,15,17 <20A3G> ECUH-2 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 19,21,23 <20A3G> ECUH-3 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 25,27,29 <20A3G> ECUH-4 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 31,33,35 <20A3G> ECUH-5 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 37,39,41 <20A3G> ERV-1 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 2,4 <20A2G> ERV-2 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 6,8 <20A2G> FURN-1 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 10 <20A2G> FURN-2 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 12 <20A2G> FURN-3 Furnace 7.7 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech - -w/ Unit LP-1 14 <20A2G> WHT-1 Water Heater 9 KW 208 V 3 Elec NFS 30 A 3 At Unit - - - - LP-1 18,20,22 <50A3G> WS-1 Water Softener 2.6 FLA 120 V 1 Elec REC (GFCI) 20 A 1 Near Unit - - - - LP-1 16 <20A2G> Notes: Spare 3840 VA 100.00% 3840 VA Receptacle 6480 VA 100.00% 6480 VA Total Est. Demand...204 A Power 9851 VA 125.00% 12314 VA Total Conn. Current:169 A Lighting 3611 VA 125.00% 4514 VA Total Est. Demand:73487 VA HVAC 18182 VA 125.00% 22727 VA Total Conn. Load:60838 VA Electric Heat 19995 VA 125.00% 24993 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:179 A 159 A 172 A Total Load:21285 VA 19094 VA 20461 VA 41 -- -- -- 1333... 0 VA 1 20 A Spare 42 39 -- -- -- 1333... 0 VA 1 20 A Spare 40 37 ECUH-5 20 A 3 1333... 0 VA 1 20 A Spare 38 35 -- -- -- 1333... 0 VA 1 20 A Spare 36 33 -- -- -- 1333... 0 VA 1 20 A Spare 34 31 ECUH-4 20 A 3 1333... 0 VA 1 20 A Spare 32 29 -- -- -- 1333... 0 VA 1 20 A Spare 30 27 -- -- -- 1333... 0 VA 1 20 A Spare 28 25 ECUH-3 20 A 3 1333... 0 VA 1 20 A Spare 26 23 -- -- -- 1333... 0 VA 1 20 A Spare 24 21 -- -- -- 1333... 3000... -- -- -- 22 19 ECUH-2 20 A 3 1333... 3000... -- -- -- 20 17 -- -- -- 1333... 3000... 3 35 A WHT-1 18 15 -- -- -- 1333... 312 VA 1 20 A WS-1 16 13 ECUH-1 20 A 3 1333... 924 VA 1 15 A FURN-3 14 11 -- -- -- 1789... 1212... 1 15 A FURN-2 12 9 ACCU-3 35 A 2 1789... 1212... 1 15 A FURN-1 10 7 -- -- -- 2196... 701 VA -- -- -- 8 5 ACCU-2 40 A 2 2196... 701 VA 2 15 A ERV-2 6 3 -- -- -- 2196... 701 VA -- -- -- 4 1 ACCU-1 40 A 2 2196... 701 VA 2 15 A ERV-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type:MCB Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating: Branch Panel: LP-1 Notes: Total Est. Demand...43 A Spare 3840 VA 100.00% 3840 VA Total Conn. Current:40 A Receptacle 6480 VA 100.00% 6480 VA Total Est. Demand:15509 VA Power 540 VA 125.00% 675 VA Total Conn. Load:14471 VA Lighting 3611 VA 125.00% 4514 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:47 A 31 A 47 A Total Load:5382 VA 3700 VA 5390 VA 41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42 39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40 37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38 35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36 33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34 31 Pedestrian Pole Lighting (Alternate) 20 A 1 1920... 32 29 Parking Lot Lighting 20 A 1 1920... 30 27 28 25 26 23 24 21 Lighting - Exterior (INV-1) 20 A 1 280 VA 180 VA 1 20 A Motorized Coil Door 22 19 Lighting - Exterior 20 A 1 942 VA 180 VA 1 20 A Motorized Coil Door 20 17 Lighting Room 101, 103, 102 20 A 1 1580... 810 VA 1 20 A Lighting Room 105, 111, 110, 108... 18 15 Receptacle CATERING KITCHEN... 20 A 1 540 VA 900 VA 1 20 A Receptacle Room 106, 101 16 13 Receptacle CATERING KITCHEN... 20 A 1 360 VA 360 VA 1 20 A Receptacle CATERING KITCHEN... 14 11 Refrigerator (GFCI Breaker) 20 A 1 180 VA 180 VA 1 20 A Refrigerator (GFCI Breaker) 12 9 Receptacle Room 102, 101 20 A 1 720 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFCI) 10 7 HALLWAY 103 20 A 1 360 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 8 5 Room 110, 105 20 A 1 540 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 6 3 Adult Changing Station 20 A 1 180 VA 720 VA 1 20 A Receptacle Room 108, 104, 107,... 4 1 Receptacle - Exterior 20 A 1 900 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From:LP-1 Phases:3 Mains Type:MLO Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating: Branch Panel: LP-1A 150 ADVERTISEMENT FOR BIDS Electronic bids will be received by the City of Corcoran, 8200 County Road 116, Corcoran, MN. 55340, on the QuestCDN.com website via the VirtuBid electronic bidding application. Only electronic bids will be accepted for this project. Bids will be received on the QuestCDN website, until 2:00 p.m., CDT, on Tuesday, May 27th, 2025. Preliminary bid results will be posted on QuestCDN by 4:00 p.m. on May 27th. Bids are for the furnishing of all labor, materials, all else necessary for the following project: CORCORAN COMMUNITY PARK BUILDING This is a single lump sum bid contract for a new park building at Community park including restrooms, kitchen, and community room area including immediately adjacent site improvements. Owner City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Phone: (763) 400-7034 Architect Oertel Architects, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 Phone: (651) 696-5186 A complete digital copy of the specifications and drawings are available at www.questcdn.com. Documents may be downloaded for a non-refundable fee by inputting QuestCDN project #9652857 on the web site’s Project Search page. Prime bidders will also pay a separate online bid fee to QuestCDN. Please contact QuestCDN at (952) 233-1632 or info@questcdn.com for assistance in registration and downloading the digital project information. An optional paper set of specifications and drawings may be obtained from QuestCDN’s printing partner, Document Corporation, at (763) 475- 9600 For this project we will accept only online electronic bids through QuestCDN. Instructions for online bidding are included in the Project Specifications. For electronic bids, electronic bid bonds will also be accepted through QuestCDN electronic bid bonds. The bid bonds must be payable to the City of Corcoran in the amount of five percent (5%) of the amount of bid, to be forfeited as liquidated damages in the event that the bid is accepted, and the bidder shall fail to promptly enter into a written contract and furnish the required bond. Corcoran City Council reserves the right to reject any or all bids, to waive any irregularities and informalities therein and to determine whether a bid is responsive or non-responsive. The City further reserves the right to award the contract to the best interests of the City. No Prebid Meetings are scheduled for this project. Contractors are expected to review existing site conditions on their own time prior to submitting bids. 151 Page left intentionally blank 152 STAFF REPORT Agenda Item: 6.i Council Meeting: April 24, 2025 Prepared By: Kevin Mattson Topic: County Road 116 and Hunter's Ridge Turn Lane Improvements - Bid Award Action Required: Consider a motion to award the project as recommended. Summary Staff is requesting bid award authorization for the County Rd 116 and Hunter's Ridge Turn Lane Improvements contingent on the financial escrow from the developer. Bids were opened on Monday, April 14, 2025, with SR Weidema Inc. identified as the low bidder at a cost of $622,966.63. Additionally, staff recommends the City Council award the construction administration services to Stantec as outlined in the attachment. Financial/Budget No financial impacts. All project costs are shared by the Bellwether and Hope Meadows developments. Options Award bid to SR Weidema Inc. Award bid to an alternate bidder. Deline. Recommendation Award the bid for the County Road 116 and Hunters Ridge Improvements project to S.R. Weidema, Inc. in the amount of $622,966.93 contingent on the developer financial commitment including the Construction Administration Services on the project to Stantec in the amount of $50,000. Council Action Decision Attachments 1. County Road 116 and Hunters Ridge-Present Bids.pdf 153 Memo To: Kevin Mattson, PW Director/City Engineer From: Steve Hegland, PE Project/File: 193807336 Date: April 16, 2025 Subject: Present Bid Results – County Road 116 and Hunters Ridge Turn Lane Improvements Council Action Requested We are requesting that the City Council review the bid results and award the construction bid for the County Road 116 and Hunters Ridge Turn Lane Improvements to S.R. Weidema Inc. contingent on the financial commitment from the developer. In addition to awarding the construction bid for the project we would request the City Council award the construction administrative services to Stantec as outlined below. Project Description This project includes intersection improvements at Hunters Ridge and County Road 116, including the construction of northbound and southbound turn lanes on County Road 116 onto Hunters Ridge which were the contractual requirement of the Bellwether development. The project also included stormwater improvements along the west side of County Road 116, north of the Hope Meadows Development as well as improving the entrance to Hunters Ridge east of the county road. Those two portions of the project were the contractual responsibility of the Hope Meadows Development. As the various development responsibilities had a significant amount of overlap, they were bid as one project to capitalize on efficiencies. Construction Bid Results Bids were opened for the County Road 116 and Hunters Ridge Improvements Project on April 14th, 2025. Attached to this memo is a copy of the Bid Tabulation. There were a total of 5 bids on the project. The following summarizes the results of the bids received: Lowest S.R. Weidema Inc. $622,966.93 2nd New Look Contracting, Inc. $625,996.75 3rd Valley Paving, Inc. $670,193.98 4th Northwest $699,804.00 5th Park Construction Company $804,393.24 The project was bid without any alternates with the lowest bidder being S. R. Weidema Inc. at a cost of $622,966.93. If the project is awarded, City staff will work the Bellwether and Hope Meadows developers to obtain the cash commitment for the project and reduce the financial surety for the work. We recommend the award of the bid be contingent on this financial commitment to the project. 154 April 2025 Kevin Mattson, PW Director/City Engineer Page 2 of 2 Reference: Bid Results – County Road 116 and Hunters Ridge Staff have obtained right of entry documents to access the construction area for the necessary properties adjacent to the work. Construction Administration services With the authorization of work, we would request that the authorization of work includes the Engineering Construction Services for surveying, construction oversight, and contract administration on the project at an estimated cost of $50,000. Funding Funding is through developer escrow which with the award being contingent on the transfer from a surety to cash for the project. Engineer’s Recommendation We recommend awarding the bid for the County Road 116 and Hunters Ridge Improvements project to S.R. Weidema, Inc. in the amount of $622,966.93 contingent on the developer financial commitment. We recommend awarding Construction Administration Services on the project to Stantec in the amount of $50,000. STANTEC CONSULTING SERVICES INC. Steven Hegland, PE Project Engineer Attachments: · Bid Tabulation 155 Project Name: City Project No.:Stantec Project No.: Bid Opening:Owner: Mark Schroeher, P.E. License No. 49904 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total BASE BID: 1 MOBILIZATION LUMP SUM 1 $23,000.00 $23,000.00 $35,000.00 $35,000.00 $32,603.00 $32,603.00 $28,820.00 $28,820.00 $76,600.00 $76,600.00 2 CLEAR & GRUB TREE EACH 18 $440.00 $7,920.00 $485.00 $8,730.00 $457.60 $8,236.80 $595.00 $10,710.00 $466.00 $8,388.00 3 PAVEMENT MARKING REMOVAL LIN FT 4,391 $0.80 $3,512.80 $1.00 $4,391.00 $0.83 $3,644.53 $0.89 $3,907.99 $0.74 $3,249.34 4 REMOVE SIGN EACH 10 $40.00 $400.00 $45.00 $450.00 $41.60 $416.00 $52.00 $520.00 $42.40 $424.00 5 SALVAGE SIGN EACH 5 $40.00 $200.00 $45.00 $225.00 $41.60 $208.00 $52.00 $260.00 $42.40 $212.00 6 SALVAGE AND REINSTALL MAILBOX EACH 3 $170.00 $510.00 $385.00 $1,155.00 $156.00 $468.00 $285.00 $855.00 $848.00 $2,544.00 7 REMOVE PIPE CULVERTS LIN FT 455 $15.00 $6,825.00 $10.00 $4,550.00 $17.00 $7,735.00 $15.00 $6,825.00 $18.60 $8,463.00 8 REMOVE 4" SCH. 40 DRAIN TILE LIN FT 95 $7.00 $665.00 $7.50 $712.50 $20.50 $1,947.50 $10.00 $950.00 $17.20 $1,634.00 9 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 2,589 $4.00 $10,356.00 $2.00 $5,178.00 $2.00 $5,178.00 $2.00 $5,178.00 $2.00 $5,178.00 10 REMOVE BITUMINOUS PAVEMENT SQ YD 2,260 $6.00 $13,560.00 $6.50 $14,690.00 $5.15 $11,639.00 $5.95 $13,447.00 $11.60 $26,216.00 11 MILL BITUMINOUS SURFACE (2.0")SQ YD 1,260 $6.50 $8,190.00 $5.00 $6,300.00 $4.15 $5,229.00 $4.50 $5,670.00 $4.85 $6,111.00 12 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $6,500.00 $6,500.00 $8,000.00 $8,000.00 $14,240.00 $14,240.00 $16,360.00 $16,360.00 $45,900.00 $45,900.00 13 GRANULAR BORROW TON 50 $22.00 $1,100.00 $18.00 $900.00 $37.00 $1,850.00 $20.00 $1,000.00 $72.50 $3,625.00 14 COMMON EXCAVATION - ONSITE (EV) (P)CU YD 350 $3.50 $1,225.00 $10.50 $3,675.00 $13.45 $4,707.50 $29.50 $10,325.00 $12.80 $4,480.00 15 COMMON EXCAVATION - OFFSITE (EV) (P)CU YD 1,350 $24.25 $32,737.50 $20.00 $27,000.00 $24.25 $32,737.50 $40.45 $54,607.50 $23.10 $31,185.00 16 SUBGRADE EXCAVATION (EV)CU YD 150 $25.70 $3,855.00 $0.50 $75.00 $22.00 $3,300.00 $41.95 $6,292.50 $36.10 $5,415.00 17 STABILIZING AGGREGATE, 3" MINUS TON 270.00 $40.00 $10,800.00 $0.50 $135.00 $48.45 $13,081.50 $46.01 $12,422.70 $52.30 $14,121.00 18 GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN (P)SQ YD 4,340 $2.00 $8,680.00 $2.00 $8,680.00 $2.15 $9,331.00 $1.95 $8,463.00 $3.90 $16,926.00 19 SELECT GRANULAR BORROW MOD 5%TON 510 $12.00 $6,120.00 $18.00 $9,180.00 $21.30 $10,863.00 $18.52 $9,445.20 $46.40 $23,664.00 20 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 2,480 $21.00 $52,080.00 $27.50 $68,200.00 $27.00 $66,960.00 $30.26 $75,044.80 $31.40 $77,872.00 21 BITUMINOUS MATERIAL FOR TACK COAT GAL 460 $3.70 $1,702.00 $4.50 $2,070.00 $1.92 $883.20 $3.00 $1,380.00 $2.45 $1,127.00 22 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TON 847 $93.50 $79,194.50 $107.00 $90,629.00 $103.15 $87,368.05 $98.00 $83,006.00 $99.40 $84,191.80 23 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 946 $106.70 $100,938.20 $96.00 $90,816.00 $113.75 $107,607.50 $89.65 $84,808.90 $110.00 $104,060.00 24 AGGREGATE SURFACING CLASS 2, 100% CRUSHED LIMESTONETON 180 $45.00 $8,100.00 $48.00 $8,640.00 $61.95 $11,151.00 $52.55 $9,459.00 $73.70 $13,266.00 25 STREET SWEEPER (WITH PICKUP BROOM)HOUR 25 $200.00 $5,000.00 $1.00 $25.00 $199.50 $4,987.50 $190.00 $4,750.00 $180.00 $4,500.00 26 WATER FOR DUST CONTROL MGAL 25 $100.00 $2,500.00 $1.00 $25.00 $45.27 $1,131.75 $50.00 $1,250.00 $58.40 $1,460.00 27 1.5" CLEAR WASHED ROCK TON 40 $50.00 $2,000.00 $47.00 $1,880.00 $80.50 $3,220.00 $58.05 $2,322.00 $81.10 $3,244.00 28 12" RC FLARED END SECTION EACH 1 $1,050.00 $1,050.00 $1,750.00 $1,750.00 $1,082.00 $1,082.00 $1,325.00 $1,325.00 $1,450.00 $1,450.00 29 12" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,550.00 $1,550.00 $2,325.00 $2,325.00 $1,645.00 $1,645.00 $1,661.00 $1,661.00 $2,050.00 $2,050.00 30 12" RCP SEWER CLASS V LIN FT 64 $100.00 $6,400.00 $76.00 $4,864.00 $71.50 $4,576.00 $70.00 $4,480.00 $86.40 $5,529.60 31 15" RC FLARED END SECTION EACH 1 $1,100.00 $1,100.00 $1,800.00 $1,800.00 $1,077.00 $1,077.00 $1,427.00 $1,427.00 $1,450.00 $1,450.00 32 15" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,700.00 $1,700.00 $2,550.00 $2,550.00 $2,149.00 $2,149.00 $1,780.00 $1,780.00 $2,050.00 $2,050.00 33 15" RCP SEWER CLASS V LIN FT 456 $96.00 $43,776.00 $72.50 $33,060.00 $73.50 $33,516.00 $73.00 $33,288.00 $90.80 $41,404.80 34 36" X 22" RC ARCH PIPE FLARED END SECTION W/ TRASH GUARDEACH 1 $3,900.00 $3,900.00 $4,800.00 $4,800.00 $4,370.00 $4,370.00 $2,890.00 $2,890.00 $4,780.00 $4,780.00 35 36" X 22" RC ARCH PIPE FLARED END SECTION EACH 1 $2,200.00 $2,200.00 $2,800.00 $2,800.00 $2,398.45 $2,398.45 $2,795.00 $2,795.00 $2,670.00 $2,670.00 36 36" X 22" RC ARCH PIPE SEWER CLASS V LIN FT 48 $310.00 $14,880.00 $200.00 $9,600.00 $245.35 $11,776.80 $220.00 $10,560.00 $223.00 $10,704.00 37 CONNECT TO EXISTING STORM SEWER PIPE EACH 1 $3,750.00 $3,750.00 $1,650.00 $1,650.00 $1,701.00 $1,701.00 $1,500.00 $1,500.00 $1,410.00 $1,410.00 38 CONSTRUCT DRAINAGE STRUCTURE SPECIAL 48"EACH 3 $4,000.00 $12,000.00 $4,000.00 $12,000.00 $4,374.00 $13,122.00 $4,600.00 $13,800.00 $3,210.00 $9,630.00 39 24" CMP FLARED END SECTION EACH 3 $450.00 $1,350.00 $600.00 $1,800.00 $920.00 $2,760.00 $1,450.00 $4,350.00 $1,160.00 $3,480.00 40 24" METAL FLARED END SECTION W/ TRASH GUARD EACH 4 $605.00 $2,420.00 $760.00 $3,040.00 $1,130.50 $4,522.00 $1,485.00 $5,940.00 $1,400.00 $5,600.00 41 24" CMP STORM SEWER LIN FT 37 $125.00 $4,625.00 $74.00 $2,738.00 $106.50 $3,940.50 $130.00 $4,810.00 $111.00 $4,107.00 42 24” STORM DUAL WALL PIPE LIN FT 152 $125.00 $19,000.00 $90.00 $13,680.00 $104.25 $15,846.00 $69.00 $10,488.00 $80.70 $12,266.40 43 4" PVC PERFORATED DRAIN TILE PIPE SCH 40 LF 484 $19.00 $9,196.00 $11.00 $5,324.00 $14.15 $6,848.60 $21.00 $10,164.00 $32.60 $15,778.40 44 4" PVC SOLID DRAIN TILE PIPE SCH 40 LF 172 $9.00 $1,548.00 $30.00 $5,160.00 $15.00 $2,580.00 $23.00 $3,956.00 $29.50 $5,074.00 45 4" PVC DRAIN TILE CLEANOUT EACH 6 $195.00 $1,170.00 $400.00 $2,400.00 $731.00 $4,386.00 $246.00 $1,476.00 $338.00 $2,028.00 46 4" PRECAST CONCRETE HEADWALL EACH 3 $390.00 $1,170.00 $750.00 $2,250.00 $522.75 $1,568.25 $421.00 $1,263.00 $493.00 $1,479.00 47 CONNECT TO EXISTING 4" DRAIN TILE PIPE EACH 2 $100.00 $200.00 $250.00 $500.00 $637.75 $1,275.50 $250.00 $500.00 $677.00 $1,354.00 48 TRAFFIC CONTROL LUMP SUM 1 $2,550.00 $2,550.00 $7,500.00 $7,500.00 $2,652.00 $2,652.00 $16,590.00 $16,590.00 $1,430.00 $1,430.00 49 INSTALL SIGN TYPE C AND POST EACH 9 $400.00 $3,600.00 $250.00 $2,250.00 $416.00 $3,744.00 $262.00 $2,358.00 $239.00 $2,151.00 50 SIGN PANELS TYPE C SQ FT 36 $30.00 $1,080.00 $50.00 $1,800.00 $31.20 $1,123.20 $52.00 $1,872.00 $45.60 $1,641.60 51 INSTALL TELSPAR POST EACH 2 $250.00 $500.00 $225.00 $450.00 $260.00 $520.00 $262.00 $524.00 $212.00 $424.00 52 INSTALL SALVAGED SIGN EACH 2 $250.00 $500.00 $50.00 $100.00 $260.00 $520.00 $105.00 $210.00 $26.50 $53.00 53 INSTALL SALVAGED SIGN ON TELSPAR POST EACH 2 $300.00 $600.00 $50.00 $100.00 $312.00 $624.00 $262.00 $524.00 $26.50 $53.00 54 CONCRETE DRAINAGE FLUME LIN FT 20 $30.30 $606.00 $33.00 $660.00 $31.20 $624.00 $50.00 $1,000.00 $53.00 $1,060.00 55 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 433 $26.35 $11,409.55 $26.00 $11,258.00 $28.23 $12,223.59 $33.87 $14,665.71 $35.60 $15,414.80 56 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 68 $50.30 $3,420.40 $53.00 $3,604.00 $52.56 $3,574.08 $33.13 $2,252.84 $31.80 $2,162.40 57 CONCRETE CURB AND GUTTER DESIGN SURMOUNTABLE LIN FT 283 $24.25 $6,862.75 $24.00 $6,792.00 $22.61 $6,398.63 $32.47 $9,189.01 $35.60 $10,074.80 58 CONCRETE CURB AND GUTTER DESIGN RIBBON LIN FT 88 $38.65 $3,401.20 $40.00 $3,520.00 $37.44 $3,294.72 $32.47 $2,857.36 $37.80 $3,326.40 59 6" CONCRETE WALK SQ FT 365 $15.55 $5,675.75 $15.00 $5,475.00 $14.35 $5,237.75 $19.50 $7,117.50 $8.50 $3,102.50 60 TRUNCATED DOMES SQ FT 42 $50.50 $2,121.00 $55.00 $2,310.00 $52.00 $2,184.00 $65.00 $2,730.00 $79.50 $3,339.00 61 RANDOM RIP RAP CLASS III (GRANITE)TON 18 $105.00 $1,890.00 $120.00 $2,160.00 $186.12 $3,350.16 $192.00 $3,456.00 $212.00 $3,816.00 62 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $5,903.66 $5,903.66 $2,200.00 $2,200.00 $94.80 $94.80 63 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 3 $400.00 $1,200.00 $150.00 $450.00 $126.22 $378.66 $185.00 $555.00 $209.00 $627.00 64 CULVERT PROTECTION - MAINTAINED EACH 10 $550.00 $5,500.00 $75.00 $750.00 $156.00 $1,560.00 $205.00 $2,050.00 $212.00 $2,120.00 65 SILT FENCE, TYPE MS - MAINTAINED LIN FT 1,626 $2.30 $3,739.80 $3.00 $4,878.00 $2.44 $3,967.44 $2.80 $4,552.80 $2.35 $3,821.10 66 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINTED LIN FT 1,899 $2.35 $4,462.65 $4.00 $7,596.00 $2.49 $4,728.51 $4.05 $7,690.95 $2.75 $5,222.25 67 ROLLED EROSION PREVENTION CATEGORY 25 - NATURALSQ YD 6,290 $1.65 $10,378.50 $3.00 $18,870.00 $1.75 $11,007.50 $3.05 $19,184.50 $2.00 $12,580.00 68 HYDRAULIC STABLIZED MATRIX POUND 220 $2.30 $506.00 $6.50 $1,430.00 $2.44 $536.80 $4.15 $913.00 $5.30 $1,166.00 69 SEED MIXTURE 25-141 POUND 100 $4.10 $410.00 $5.00 $500.00 $4.35 $435.00 $5.65 $565.00 $6.45 $645.00 70 SEED MIXTURE 25-131 POUND 11 $18.50 $203.50 $10.00 $110.00 $19.63 $215.93 $10.82 $119.02 $6.45 $70.95 71 REPAIR EXISTING IRRIGATION SYSTEM LUMP SUM 1 $1,300.00 $1,300.00 $2,750.00 $2,750.00 $4,415.51 $4,415.51 $650.00 $650.00 $2,040.00 $2,040.00 72 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 5,176 $0.82 $4,244.32 $1.00 $5,176.00 $0.83 $4,296.08 $0.84 $4,347.84 $0.85 $4,399.60 73 24" SOLID LINE (YELLOW) PREFORM THERMO GROUND INLIN FT 266 $19.90 $5,293.40 $25.00 $6,650.00 $20.28 $5,394.48 $20.48 $5,447.68 $20.70 $5,506.20 74 24" SOLID LINE (WHITE) PREFORM THERMO GROUND IN LIN FT 27 $19.90 $537.30 $25.00 $675.00 $20.28 $547.56 $20.48 $552.96 $20.70 $558.90 75 6" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND INLIN FT 348 $0.82 $285.36 $1.00 $348.00 $0.83 $288.84 $0.84 $292.32 $0.85 $295.80 76 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT GROUND INLIN FT 4,047 $1.35 $5,463.45 $1.75 $7,082.25 $1.35 $5,463.45 $1.36 $5,503.92 $1.40 $5,665.80 77 PAVEMENT MESSAGE (WHITE) (LT ARROW) PREF THERM GR INEACH 5 $307.00 $1,535.00 $385.00 $1,925.00 $312.00 $1,560.00 $330.00 $1,650.00 $318.00 $1,590.00 78 PAVEMENT MESSAGE (WHITE) (RT ARROW) PREF THERM GR INEACH 5 $307.00 $1,535.00 $385.00 $1,925.00 $312.00 $1,560.00 $330.00 $1,650.00 $318.00 $1,590.00 TOTAL BASE BID $622,966.93 $625,996.75 $670,193.98 $699,804.00 $804,393.24 Northwest Bidder No. 3 I hereby certify that this is an exact reproduction of bids received. Bidder No. 5 Park Construction Company County Road 116 and Hunters Ridge Turn Lane Improvements Corcoran, MinnesotaMonday, April 14, 2025 at 10:00 AM CDT 193807336 Bidder No. 1 S R Weidema, Incorporated New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Valley Paving, Inc 193807336-Bid Tabs.xlsm BT-1 15 6 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Northwest Bidder No. 3 Bidder No. 5 Park Construction Company Bidder No. 1 S R Weidema, Incorporated New Look Contracting, Inc. Bidder No. 2 Bidder No. 4 Valley Paving, Inc Phone: Email:estimating@srweidema.com estimating@newlookcontracting.net nhendrickson@nwasphalt.net cborene@parkconstructionco.com Signed By:Scott Weidema Dylan Libbert Carol Kadrlik Charlie Borene Title:President Project Manager/Estimator Secretary PM Vice President Bid Bond Bid Bond Bid Bond Bid Bond Bid Bond None None None None None Contractor Name and Address:S R Weidema, Incorporated Valley Paving, Inc 17600 113th Ave N Maple Grove, MN 55369 New Look Contracting, Inc. 14045 Northdale Blvd. Rogers, MN 55374 763-786-9800 8800 13th Ave E Northwest 1451 Stqgecoach Road Shakopee, MN 55379Shakopee, MN 55379 Park Construction Company 1481 81st Avenue NE Minneapolis, MN 55432 Bid Security: Addenda Acknowledged: 763-428-9110 952-445-8615 952-445-1003(763) 241-1596 Noah Hendrickson 193807336-Bid Tabs.xlsm BT-2 15 7 STAFF REPORT Agenda Item: 6.j Council Meeting: April 24, 2025 Prepared By: Kevin Mattson Topic: County Road 116 and 79th Place Turn Lane Improvements - Bid Award Action Required: Consider a motion to award the bid for the County Road 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corp in the amount of $261,895.41. Summary Staff is requesting bid award authorization for the County Rd 116 and 79th Place Turn Lane Improvements. Bids were opened on Monday, April 14, 2025, with Asphalt Surface Technologies Corp identified as the low bidder at a cost of $261,895.41. Financial/Budget The turn lane improvements would be funded through local funds or 2023a Bond Proceeds. Options Award bid to Asphalt Surface Technologies Corp. Award bid to an alternate bidder. Decline. Recommendation Award the bid for the County Road 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corp in the amount of $261,895.41. Council Action Decision Attachments 1. County Road 116 and 79th Place Turn Lanes-Present Bids.pdf 158 Memo To: Kevin Mattson, PW Director/City Engineer From: Steve Hegland, PE Project/File: 227705033 Date: April 16, 2025 Subject: Present Bid Results – County Road 116 and 79th Place Turn Lane Improvements Council Action Requested We are requesting that the City Council review the bid results and award the construction bid for the County Road 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corp. Project Description This project includes the construction of improvements to the County Road 116 and 79th Place which were removed from the larger City Center Drive project and bid separately to obtain more competitive pricing. The improvement project includes pavement widening along County Road 116, south of 79th Place as well as improvements at the intersection and restriping of the turn lanes. Construction Bid Results Bids were opened for the County Road 116 and 79th Place Turn Lane Improvements Project on April 14, 2025. Attached to this memo is a copy of the Bid Tabulation. There were a total of 3 bids received. The following summarizes the results of the bidding: Lowest Asphalt Surface Technologies Corp. $261,895.41 2nd Northwest $276,676.75 3rd New Look Contracting, Inc $293,245.40 The project was bid without any alternates with the lowest bidder being Asphalt Surface Technologies Corp. at a cost of $261,895.41. As the cost to complete this work was approximately $333,916 with the contractor on the City Center Drive project, the City did realize savings by rebidding this portion of work. Funding The turn lane improvements would be funded through local funds or 2023a Bond Proceeds. 159 April 2025 Kevin Mattson, PW Director/City Engineer Page 2 of 2 Reference: Bid Results – 79th Place Turn Lane Improvements Engineer’s Recommendation We recommend awarding the bid for the County Road 116 and 79th Place Turn Lane Improvements to Asphalt Surface Technologies Corp in the amount of $261,895.41. Stantec Consulting Services Inc. Steven Hegland, PE Project Engineer Attachments: Bid Tabulation 160 Project Name: City Project No.:Stantec Project No.: Bid Opening:Owner: Mark Schroeher, P.E. License No. 49904 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total BASE BID: 1 MOBILIZATION LUMP SUM 1 $18,000.00 $18,000.00 $14,800.63 $14,800.63 $22,500.00 $22,500.00 2 PAVEMENT MARKING REMOVAL LIN FT 2,637 $1.00 $2,637.00 $0.98 $2,584.26 $0.75 $1,977.75 3 REMOVE SIGN EACH 6 $44.00 $264.00 $56.00 $336.00 $50.00 $300.00 4 SALVAGE SIGN EACH 3 $44.00 $132.00 $56.00 $168.00 $50.00 $150.00 5 REMOVE CURB AND GUTTER LIN FT 107 $10.89 $1,165.23 $22.15 $2,370.05 $10.00 $1,070.00 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 755 $3.00 $2,265.00 $4.00 $3,020.00 $2.50 $1,887.50 7 REMOVE CULVERT LIN FT 26 $23.43 $609.18 $20.00 $520.00 $20.00 $520.00 8 REMOVE CATCH BASIN EACH 1 $1,355.20 $1,355.20 $550.00 $550.00 $1,000.00 $1,000.00 9 REMOVE BITUMINOUS PAVEMENT SQ YD 573 $6.82 $3,907.86 $8.92 $5,111.16 $8.00 $4,584.00 10 MILL BITUMINOUS PAVEMENT 2" DEPTH SQ YD 783 $9.02 $7,062.66 $4.26 $3,335.58 $8.00 $6,264.00 11 MILL BITUMINOUS PAVEMENT 1.5" DEPTH SQ YD 58 $9.35 $542.30 $62.00 $3,596.00 $36.00 $2,088.00 12 STABILIZING AGGREGATE, 3" MINUS TON 100 $58.08 $5,808.00 $48.35 $4,835.00 $50.00 $5,000.00 13 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $10,000.00 $10,000.00 $12,655.00 $12,655.00 $6,000.00 $6,000.00 14 COMMON EXCAVATION - ONSITE (EV) (P) CU YD 150 $27.06 $4,059.00 $28.65 $4,297.50 $15.00 $2,250.00 15 COMMON EXCAVATION - OFFSITE (EV) (P) CU YD 300 $28.49 $8,547.00 $42.08 $12,624.00 $20.00 $6,000.00 16 SUBGRADE EXCAVATION (EV) CU YD 60 $28.49 $1,709.40 $48.00 $2,880.00 $30.00 $1,800.00 17 GEOTEXTILE FABRIC TYPE 5 SQ YD 1,448 $2.09 $3,026.32 $2.05 $2,968.40 $2.50 $3,620.00 18 AGGREGATE SURFACING CLASS 2, 100% CRUSHED LIMESTONETON 66 $60.50 $3,993.00 $32.20 $2,125.20 $50.00 $3,300.00 19 STREET SWEEPER (WITH PICKUP BROOM) HOUR 20 $198.00 $3,960.00 $190.00 $3,800.00 $1.00 $20.00 20 WATER MGAL 20 $44.00 $880.00 $60.00 $1,200.00 $1.00 $20.00 21 SELECT GRANULAR BORROW MOD 5% TON 55 $39.49 $2,171.95 $38.05 $2,092.75 $25.00 $1,375.00 22 AGGREGATE BASE CLASS 5 TON 870 $28.69 $24,960.30 $27.41 $23,846.70 $27.50 $23,925.00 23 BITUMINOUS MATERIAL FOR TACK COAT GAL 250 $3.00 $750.00 $3.00 $750.00 $2.00 $500.00 24 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 370 $101.09 $37,403.30 $92.80 $34,336.00 $137.00 $50,690.00 25 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 500 $114.29 $57,145.00 $102.28 $51,140.00 $143.00 $71,500.00 26 15" METAL FLARED END SECTION W/ TRASH GUARD EACH 1 $440.00 $440.00 $1,515.00 $1,515.00 $750.00 $750.00 27 CONNECT TO EXISTING STORM SEWER EACH 1 $554.40 $554.40 $2,000.00 $2,000.00 $1,000.00 $1,000.00 28 15" STORM DUAL WALL CPP LIN FT 44 $48.40 $2,129.60 $105.00 $4,620.00 $86.00 $3,784.00 29 18” RC PIPE SEWER LIN FT 11 $117.70 $1,294.70 $154.00 $1,694.00 $170.00 $1,870.00 30 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 48"EACH 1 $2,431.00 $2,431.00 $5,000.00 $5,000.00 $4,000.00 $4,000.00 31 4" PVC DRAIN TILE SCH. 40 LIN FT 37 $35.20 $1,302.40 $33.00 $1,221.00 $35.00 $1,295.00 32 4" PVC DRAIN TILE CLEAN OUT EACH 1 $495.00 $495.00 $258.00 $258.00 $500.00 $500.00 33 CONNECT TO EXISTING 4" DRAIN TILE EACH 1 $700.00 $700.00 $250.00 $250.00 $250.00 $250.00 34 6" CONCRETE WALK SQ FT 112 $7.70 $862.40 $19.56 $2,190.72 $12.00 $1,344.00 35 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 55 $23.10 $1,270.50 $33.13 $1,822.15 $40.00 $2,200.00 36 CONCRETE CURB & GUTTER DESIGN RIBBON LIN FT 68 $24.20 $1,645.60 $32.47 $2,207.96 $40.00 $2,720.00 37 TRUNCATED DOMES SQ FT 22 $104.50 $2,299.00 $65.00 $1,430.00 $85.00 $1,870.00 38 TRAFFIC CONTROL LUMP SUM 1 $1,210.00 $1,210.00 $11,650.00 $11,650.00 $5,500.00 $5,500.00 39 SIGN PANELS TYPE C SQ FT 21.25 $47.30 $1,005.13 $82.00 $1,742.50 $48.00 $1,020.00 40 INSTALL SIGN TYPE C AND POST EACH 2 $247.50 $495.00 $268.00 $536.00 $250.00 $500.00 41 INSTALL SALVAGED SIGN EACH 2 $302.50 $605.00 $268.00 $536.00 $300.00 $600.00 42 DECIDUOUS TREE 2.0" CAL B&B EACH 1 $880.00 $880.00 $850.00 $850.00 $875.00 $875.00 43 CONIFEROUS TREE 3' HT B&B EACH 28 $583.00 $16,324.00 $548.00 $15,344.00 $575.00 $16,100.00 44 FLARED END PROTECTION - MAINTAINED EACH 2 $275.00 $550.00 $210.00 $420.00 $150.00 $300.00 45 STABILIZED CONSTRUCTION EXIT - MAINTAINED EACH 1 $550.00 $550.00 $2,400.00 $2,400.00 $1,500.00 $1,500.00 46 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINED LIN FT 765 $3.50 $2,677.50 $5.10 $3,901.50 $4.00 $3,060.00 47 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 5 $192.50 $962.50 $185.00 $925.00 $150.00 $750.00 I hereby certify that this is an exact reproduction of bids received. County Road 116 and 79th Place Turn Lane Improvements Corcoran, MinnesotaMonday, April 14, 2025 at 2:00 PM CDT 227705033 Bidder No. 1 Asphalt Surface Technologies Corp. Northwest Bidder No. 2 New Look Contracting, Inc. Bidder No. 3 227705033-Bid Tabs.xlsm BT-1 16 1 BID TABULATION Item Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Bidder No. 1 Asphalt Surface Technologies Corp. Northwest Bidder No. 2 New Look Contracting, Inc. Bidder No. 3 48 ROLLED EROSION PREVENTION CATEGORY 20 (NATURAL)SQ YD 1,540 $3.85 $5,929.00 $4.25 $6,545.00 $3.00 $4,620.00 49 SEEDING ACRE 0.4 $6,380.00 $2,552.00 $2,245.00 $898.00 $2,750.00 $1,100.00 50 HYDRAULIC STABILIZED FIBER MATRIX POUND 130 $1.98 $257.40 $6.00 $780.00 $12.00 $1,560.00 51 SEED MIXTURE 25-151 POUND 75 $3.30 $247.50 $6.10 $457.50 $7.00 $525.00 52 24" SOLID LINE THERMOPLASTIC GROUND IN LIN FT 67 $22.00 $1,474.00 $22.00 $1,474.00 $30.00 $2,010.00 53 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (Y)LIN FT 1,891 $1.98 $3,744.18 $1.89 $3,573.99 $2.65 $5,011.15 54 4" SOLID LINE MULTI-COMPONENT GROUND IN (W) LIN FT 100 $0.90 $90.00 $0.96 $96.00 $10.00 $1,000.00 55 6" DOTTED LINE MULTI-COMPONENT GROUND IN (W) LIN FT 110 $1.21 $133.10 $1.18 $129.80 $10.00 $1,100.00 56 6" SOLID LINE MULTI-COMPONENT GROUND IN (W) LIN FT 1,480 $1.21 $1,790.80 $1.18 $1,746.40 $1.75 $2,590.00 57 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN (R) (W)EACH 3 $440.00 $1,320.00 $420.00 $1,260.00 $600.00 $1,800.00 58 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN (L) (W)EACH 3 $440.00 $1,320.00 $420.00 $1,260.00 $600.00 $1,800.00 TOTAL BASE BID $261,895.41 $276,676.75 $293,245.40 Phone: Email:lanceastech@yahoo.com nhendrickson@nwasphalt.net estimating@newlookcontracting.net Signed By:Dale R. Strandberg Dylan Libbert Title:Vice President Estimator/PM Project Manager/Estimator Bid Bond Bid Bond Bid Bond None None None Bid Security: Addenda Acknowledged: (320) 363-8500 (763) 241-1596952-445-1003 Noah Hendrickson PO Box 1025 St. Cloud, MN 56302 Northwest 1451 Stqgecoach Road Shakopee, MN 55379 Contractor Name and Address:Asphalt Surface Technologies Corp. a/k/a ASTECH Corp.New Look Contracting, Inc. 14045 Northdale Blvd. Rogers, MN 55374 227705033-Bid Tabs.xlsm BT-2 16 2 STAFF REPORT Agenda Item: 6.k Council Meeting: April 24, 2025 Prepared By: Kevin Mattson Topic: Corcoran Storage II Turn Lane Improvements - Accept Plans/Specs: Authorize Bids Action Required: Consider a motion to accept the plans and specifications for the Corcoran Storage II Turn Lanes project and authorize bidding. Summary Staff is requesting that the City Council accept the plans and specifications for the Corcoran Storage II Turn Lanes project and authorize bidding. Financial/Budget All costs associated with the project are the responsibility of the developer. Options Accept the plans and specifications for the Corcoran Storage II Turn Lanes project and authorize bidding. Decline. Recommendation Accept the plans and specifications for the Corcoran Storage II Turn Lanes project and authorize bidding. Council Action Decision Attachments 1. Corcoran Storage II Authorization to Bid Memo.pdf 163 Memo To: Kevin Mattson, City Engineer/Public Works Director City of Corcoran From: Steve Hegland, PE, Project: 193807310 Date: April 16, 2025 Subject: Corcoran Storage II Turn Lanes – Authorization to Bid Council Action Requested We are requesting that the City Council accept the plans and specifications for the Corcoran Storage II Turn Lanes project and authorize bidding. Background With the Corcoran Storage II project, the development proposed an access to the site directly from Highway 55 at the border of Corcoran and Greenfield. The development provided a roadway easement for it to potentially be utilized for a public road in the future but will operate as a private driveway currently. Through the development review process, MnDOT reviewed the plans and required the development to construct a westbound right turn lane into the site. As the project is along the State Highway, Corcoran obtained a surety from the development to design and construct the required turn lane improvements. Schedule The following is an anticipated schedule: · Council Authorizes Ad for Bids April 24 · Project Bidding Period April/May · Bid Opening May 14 · Council Awards Bid May 22 · Project Construction May - August · Substantial Completion September 2025 · Final Completion October 2025 Cost and Funding This project is funded via an escrow from the Corcoran Storage II Development. The total construction cost for this project is estimated to be $166,335.75 as shown in the attached estimate. Prior to contract execution, the developers will contribute cash escrow to cover all remaining project costs which aren’t already provided by the other project partners including construction, engineering, administration, utility relocations, etc. 164 April 2025 Kevin Mattson Page 2 of 2 Reference: Corcoran Storage II Turn Lanes – Authorization to Bid Recommendations Staff is recommending that Council review and accept the plans and specifications and authorize the advertisement for bids for the Corcoran Storage II Turn Lane Improvements. The proposed layout plan (Sheet 6) is attached for reference. A complete set of plans and specifications are available for review upon request. Stantec Consulting Services Inc. Steve Hegland, PE Project Engineer Phone: 763-479-4237 steven.hegland@stantec.com Attachments: · Cost Estimate · Corcoran Storage II Turn Lanes Proposed Layout Sheet · Advertisement for Bid 165 CORCORAN STORAGE II TURN LANES OPINION OF PROBABLE CONSTRUCTION COST APRIL 2025 Bid Item Item No. Description Units Unit Price Quantity Total Cost BASE BID SCHEDULE 1 2021.501 MOBILIZATION AND DEMOBILIZATION LUMP SUM 15,000.00$ 1.00 15,000.00$ 2 2104.502 REMOVE SIGN EACH 55.00$ 2.0 110.00$ 3 2104.502 SALVAGE AND REINSTALL SIGN EACH 350.00$ 1.0 350.00$ 4 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 3.00$ 590.0 1,770.00$ 5 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 6.50$ 660.0 4,290.00$ 6 2105.607 COMMON EXCAVATION (EV) (P) CU YD 25.00$ 513.0 12,825.00$ 7 2106.507 COMMON EMBANKEMENT (CV) CU YD 15.00$ 287.0 4,305.00$ 8 2106.509 STABILIZING AGGREGATE, 3" MINUS CU YD 40.00$ 65.0 2,600.00$ 9 2106.607 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 10,000.00$ 1.0 10,000.00$ 10 2108.504 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN (P) SQ YD 3.50$ 950.0 3,325.00$ 11 2118.509 AGGREGATE SURFACING CLASS 2, 100 % CRUSHED LIMESTONE TON 50.00$ 50.0 2,500.00$ 12 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 175.00$ 5.0 875.00$ 13 2130.523 WATER FOR DUST CONTROL MGAL 75.00$ 5.0 375.00$ 14 2211.509 AGGREGATE BASE CLASS 5, 100% CRUSHED TON 30.00$ 590.0 17,700.00$ 15 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 5.00$ 50.0 250.00$ 16 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 120.00$ 230.0 27,600.00$ 17 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 110.00$ 230.0 25,300.00$ 18 2501.607 SUBGRADE EXCAVATION - OFFSITE (EV) CU YD 20.00$ 65.0 1,300.00$ 19 2563.601 TRAFFIC CONTROL LUMP SUM 20,000.00$ 1.0 20,000.00$ 20 2564.502 INSTALL SIGN TYPE C AND POST EACH 200.00$ 1.0 200.00$ 21 2564.518 SIGN PANELS TYPE C SQ FT 80.00$ 11.3 900.00$ 22 2573.503 SILT FENCE, TYPE MS - MAINTAINED LIN FT 3.25$ 560.0 1,820.00$ 23 2575.508 ROLLED EROSION PREVENTION CATEGORY 20 W/ MnDOT SEED MIXTURE 25-141 SQ YD 4.00$ 590.0 2,360.00$ 24 2582.503 4" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 1.50$ 310.0 465.00$ 25 2582.503 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 2.00$ 470.0 940.00$ 26 2582.503 4" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 1.50$ 170.0 255.00$ 27 2582.502 PAVEMENT MESSAGE (WHITE) (RT ARROW) PREF THERM GR IN EACH 500.00$ 2.0 1,000.00$ 158,415.00$ 7,920.75$ 166,335.75$ BASE BID CONSTRUCTION COSTS 5% CONTINGENCY TOTAL BASE BID COSTS 16 6 2+0 0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 2+0 0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 2+0 0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m SHEET OF DATENO. SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION CHECKED Pl o t D a t e : 0 4 / 1 0 / 2 0 2 5 - 1 1 : 4 8 a m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 3 1 0 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 3 1 0 _ C 6 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 3 1 0 - B O R D E R , 1 9 3 8 0 7 3 1 0 - X S X T , 1 9 3 8 0 7 3 1 0 - X S P L , 1 9 3 8 0 7 3 1 0 - X S N O CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N S T R O A G E I I T U R N L A N E S 193807310 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . JMS MAS MAS SKH EN G I N E E R MI N N E S O T A . ST E V E H E G L A N D 4/ 9 / 2 0 2 5 52 2 4 3 15 MJS 1 60% PLANS 1/14/25 2 100% PLANS 4/9/2025 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG NOTES PAVEMENT MARKING LEGEND 2ND DIGIT - PATTERN 3RD DIGIT - COLOR 4 - 4 INCH 6 - 6 INCH 24 - 24 INCH S - SOLID B - BROKEN D - DOUBLE T - DOTTED W - WHITE Y - YELLOW EXAMPLE: 4SW - 4" SOLID WHITE LINE MULTI-COMPONENT 1ST DIGIT - WIDTH DESCRIPTIONSYMBOL SIZE KEYNOTE LEGEND 54" X 30"R3-8AA 1.ALL 4 INCH AND 6 INCH LONGITUDINAL MARKINGS TO BE MULTI-COMPONENT, GROUND IN. 2.ARROWS AND 24 INCH LONGITUDINAL MARKINGS (CROSSHATCHING) TO BE GROUND IN THERMOPLASTIC. CROSSHATCHING TO BE INSTALLED AT 45 DEGREES WITH A 20 FOOT PERPENDICULAR GAP. 3.SEE SHEET 2 FOR ADDITIONAL PROJECT NOTES AND LEGEND 4.4" DOTTED LINE-8' CYCLE (2' STRIPE. 6' GAP) UNLESS NOTED OTHERWISE IN THE PLANS. 5.THE INSTALLATION AUTHORIZED IN THIS PERMIT WILL BE INSPECTED BY PHIL FLATER, 651-775-0410, MN/DOT ROADWAY REGULATION INSPECTOR. THE APPLICANT OR ITS CONTRACTOR WILL NOTIFY MN/DOT'S INSPECTOR AT LEAST THREE DAYS PRIOR TO STARTING THE INSTALLATION. 6.DUE TO THE TWIN CITY RUSH HOUR RESTRICTIONS, NO WORK INVOLVING INTERFERENCE WITH OR CAUSING A DISTRACTION TO TRAFFIC WILL BE ALLOWED FROM 6:00 AM TO 9:00 AM, OR FROM 3:00 PM TO 6:00 PM, UNLESS AUTHORIZED BY THE MN/DOT PERMIT OFFICE AT 651-775-0410. 7.THE EXCAVATOR SHALL ACQUIRE A POSITIVE RESPONSE CONFIRMATION FROM MN/DOT FOR ALL PROPOSED EXCAVATIONS WHEN THE GOPHER STATE ONE CALL HAS INDICATED MN/DOT UTILITIES MAY BE AFFECTED. THE EXCAVATOR MAY CALL MN/DOT ELECTRICAL SERVICES SECTION (ESS) DISPATCH LOCATING TO CONFIRM THE STATUS OF UTILITY INFRASTRUCTURE OWNED BY MN/DOT. MN/DOT ELECTRICAL SERVICES SECTION (ESS) DISPATCH LOCATING CAN BE CONTACTED AT THE FOLLOWING PHONE NUMBERS; (651) 366-5750 OR (651) 366-5751. 8.ANY SIGNING AFFECTED BY THIS PERMIT MUST BE IMMEDIATELY INSTALLED OR REINSTALLED ACCORDING TO THE “MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” (MN MUTCD). FOR ANY QUESTIONS ON SIGNING OR STRIPING, PLEASE CONTACT WAYNE LINDBLOM, 651-366-4371. 9.THE APPLICANT OR THEIR CONTRACTOR SHALL NOTIFY THE PERMIT OFFICE AT 651-775-0410 FOR FINAL INSPECTION. A SIGNING NOTES 1 F & I INPLACE SALVAGE REMOVE INSTALL 2 3 4 5 R1-1B R3-30ACC M3-4 EXISTING EXISTING D14-X1a D E F H I EXISTING CITY SIGN EXISTINGPRIVATE SIGN ONLYONLYONLY STOP Greenfield VARIES EXISTING EXISTING EXISTING POP 2,903 Medina POP 6,837 R40' R30' GROUND IN THERMOPLASTIC GROUND IN THERMOPLASTIC 4SW 6SW 6SW 4TW C4 CITY SIGN 3 E 5 E I2 4 D 1:15 1 A H2 H2 F2 0 30 60 RIGHT OF WAY LINE 300' 161' 6 PR O P O S E D L A Y O U T A N D S T R I P I N G P L A N 167 ADVERTISEMENT FOR BIDS © 2025 Stantec | 193807310 00 11 13- 1 SECTION 00 11 13 ADVERTISEMENT FOR BIDS NOTICE TO CONTRACTORS Electronic Bid Proposals will be received by the City of Corcoran, 8200 County Road 116, Corcoran, Minnesota 55340, on the QuestCDN.com website via the VirtuBid electronic bidding application. Only electronic bids will be accepted for this project. Bids will be received on the QuestCDN.com website, until 11:00 A.M., CDT, on Wednesday, May 14th, 2025, at which time they will be opened electronically and reviewed for the furnishing of all labor, materials, and all else necessary for the following: CORCORAN STORAGE II TURN LANES The work, in accordance with Drawings and Specifications prepared by Stantec Consulting Services Inc., consists of the following major items of work and approximate quantities: 500 CY Common Excavation 300 CY Common Embankment 600 TN Aggregate Base 450 TN Bituminous Pavement 950 LF Multi-Component Pavement Markings 1 LS Traffic Control Together with selective demolition, erosion control, seeding, and other related appurtenances. Each bid proposal shall be accompanied by a "Bid Security" in the form of a certified check made payable to the “City of Corcoran” (OWNER) in the amount not less than five percent (5%) of the total bid, or a surety bond in the same amount, running to the OWNER, with the surety company thereon duly authorized to do business in the State of Minnesota. Such Bid Security to be a guarantee that the bidder will not, without the consent of the OWNER, withdraw their bid for a period of ninety (90) days after the opening of bids, and if awarded a contract, will enter into a contract with the OWNER; and the amount of the certified check will be retained or the bond enforced by the OWNER in case the bidder fails to do so. All bid securities except those of the three lowest bidders will be returned within five days after the opening of bids. Eligible Bidders for this project must meet the Minimum Criteria as defined in the Section 00 45 49 Responsible Contractor Law in accordance with Minnesota Statutes § 16C.285, subdivision 3, and additional criteria required by the OWNER. Bid Proposals shall be submitted on forms furnished for that purpose. Bids shall be submitted electronically through the QuestCDN website in accordance with the Instructions to Bidders. No bidder shall withdraw their bid, without the consent of the OWNER, for the period of days indicated above after the date for the opening thereof. The OWNER, however, reserves the right to reject any or all bids and to waive any minor irregularities, informalities or discrepancies. A work history detailing qualifications and past experience must be provided upon request. 168 ADVERTISEMENT FOR BIDS © 2025 Stantec | 193807310 00 11 13- 2 The Project Manual is available on QuestCDN (www.questcdn.com).You may download the digital plan documents for a fee by inputting Quest Project #9646534 on the website’s project search page. Please contact QuestCDN at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with this digital project information, and submission of electronic bids . Direct inquiries to Mark Schroeher at (651) 395-5216 or mark.schroeher@stantec.com. Mark Schroeher, Project Engineer Stantec Consulting Services, Inc. PUBLISHED: QuestCDN.com: April 29, 2025 Crow River News: May 1, 2025 169 STAFF REPORT Agenda Item: 6.l Council Meeting: April 24, 2025 Prepared By: Kevin Mattson Topic: Ravinia Development Remittance - Traffic Signals Action Required: Consider a motion to remit the traffic signal funds to the developer in the amount of $200,000 minus expenses related to the signal warrant analysis. Summary The city has been working with the developer to complete outstanding items related to the Ravinia development which includes a financial reconciliation of the escrow funds. As part of the Ravinia Development Contract, the City received funds from the developer for the purposes of construction of traffic signals for both the intersections of CSAH-101/Gleason Parkway and County Road 116/Gleason Parkway. The engineering team completed signal warrant analysis for both these intersections as provided in the attached documents. The engineering memorandum concluded that the warrants are not met at either intersection. Additionally, staff requested an engineering review of the City's Pedestrian Crosswalk Policy for each intersection. Based on the current policy, no pedestrian crossing improvements would be warranted. It is recommended that if future trails are extended along CSAH-101, that the city should work cooperatively with Hennepin County and Maple Grove to consider a pedestrian crossing near the access to Gleason Field. Financial/Budget The city received $100,000 for a traffic signal at each intersection totaling $200,000. Options Remit the traffic signal funds to the developer in the amount of $200,000 minus expenses related to the signal warrant analysis. Provide staff alternate direction. Decline. Recommendation Remit the traffic signal funds to the developer in the amount of $200,000 minus expenses related to the signal warrant analysis. Council Action Decision Attachments 1. Traffic Signal Warrant Review CR 116 Horseshoe Trail Gleason Pkwy 112624.pdf 170 2. Traffic Signal Warrant Review CSAH 101 Gleason Pkwy Fieldstone Blvd 121824.pdf 171 Memo To: Steve Hegland, PE From: Ed Terhaar, PE File: 193806870 Date: November 26, 2024 Reference: Traffic Signal Warrant Review for CR 116/Horseshoe Trail/Gleason Parkway I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: November 26, 2024 Edward Terhaar License No. 24441 Existing Conditions The CR 116/Horseshoe Trail/Gleason Parkway intersection is controlled with stop signs on the eastbound and westbound approaches. The northbound and southbound approaches provide one left turn lane, one through lane, and one right turn lane. The eastbound and westbound approaches provide one left turn/through/right turn lane. Turn movement volumes were recorded at the intersection on September 19, 2024. At the time of data collection, 130 of the 548 platted lots were occupied in the Tavera development located on the west side of CR 116. Traffic Forecasts Traffic forecasts were developed for the intersection to account for completion of the Tavera residential development. It was assumed the remaining 418 platted lots would be occupied by 2030. Traffic Signal Warrants The existing 2024 volumes and the 2030 traffic volume forecasts were used to analyze the peak hour, four- hour, and eight-hour traffic signal warrants. The traffic volumes were used to determine if specific warrants are satisfied based on published criteria outlined in the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD). Warrant 1 (Eight-Hour Vehicular Volume), Warrant 2 (Four-Hour Vehicular Volume) and Warrant 3 (Peak Hour Volume) were assessed. The results of the signal warrant analysis are shown below: • 2024 volumes – None of the warrants are met. • 2030 forecasts – None of the warrants are met. The results of the signal warrant analysis with the 2024 and 2030 volumes indicate the warrants are not met at the intersection. 172 TWO-WAY HIGHER VOLUME HOUR VOLUME APPROACH OF DAY MAJOR STREET MINOR STREET 1A 1B 2 3 6-7 am 390 11 7-8 am 575 26 8-9 am 500 24 9-10 am 385 35 10-11 am 297 18 11am-12pm 372 45 12-1 pm 373 33 1-2 pm 370 25 2-3 pm 401 32 3-4 pm 613 40 4-5 pm 700 38 5-6 pm 544 33 6-7 pm 309 26 Main Street Volume Needed 420 630 warr 2 warr 3 Side Street Volume Needed 105 53 graph graph Hours Needed 8 8 4 1 Hours Met 0 0 0 0 * = Indicates the hours in which the warrants are met. Warrant Met ( YES or NO ) NO NO NO NO 2024 Volumes SIGNAL WARRANTS County Road 116/Gleason Parkway/Horseshoe Trail City of Corcoran, MN 70% Warrants 173 0 50 100 150 200 250 300 350 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 2 (Four Hour) CR 116/Gleason Pkwy/Horseshoe Trl 2024 Volumes 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 174 0 50 100 150 200 250 300 350 400 450 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 3 (Peak Hour) CR 116/Gleason Pkwy/Horseshoe Trl 2024 Volumes 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 175 TWO-WAY HIGHER VOLUME HOUR VOLUME APPROACH OF DAY MAJOR STREET MINOR STREET 1A 1B 2 3 6-7 am 432 66 7-8 am 648 125 * 8-9 am 579 105 9-10 am 451 90 10-11 am 368 66 11am-12pm 464 88 12-1 pm 471 81 1-2 pm 470 79 2-3 pm 515 87 3-4 pm 764 94 * 4-5 pm 878 99 * * 5-6 pm 713 98 * 6-7 pm 442 81 Main Street Volume Needed 420 630 warr 2 warr 3 Side Street Volume Needed 140 70 graph graph Hours Needed 8 8 4 1 Hours Met 0 4 1 0 * = Indicates the hours in which the warrants are met. Warrant Met ( YES or NO ) NO NO NO NO 2030 with full buildout - 50% right turns SIGNAL WARRANTS County Road 116/Gleason Parkway/Horseshoe Trail City of Corcoran, MN 70% Warrants 1 176 0 50 100 150 200 250 300 350 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 2 (Four Hour) CR 116/Gleason Pkwy/Horseshoe Trl 2030 Full Buildout 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 177 0 50 100 150 200 250 300 350 400 450 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 3 (Peak Hour) CR 116/Gleason Pkwy/Horseshoe Trl 2030 Full Buildout 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 178 Memo To: Steve Hegland, PE From: Ed Terhaar, PE File: 193806870 Date: December 18, 2024 Reference: Traffic Signal Warrant Review for CSAH 101/Gleason Parkway/Fieldstone Boulevard I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: December 18, 2024 Edward Terhaar License No. 24441 Existing Conditions The CSAH 101/Gleason Parkway/Fieldstone Boulevard intersection is currently controlled with stop signs on the eastbound and westbound approaches. The northbound and southbound approaches provide one left turn lane, one through lane, and one right turn lane. The eastbound and westbound approaches provide one left turn/through lane and one right turn lane. To analyze current conditions, turn movement volumes were recorded at the intersection on November 19, 2024. The existing volumes include trips generated by the Ravinia development, which is located to the west and has been fully built-out since started in 2013. Development in this area has led to increased turn movement volumes at this intersection. Traffic Signal Warrants The existing 2024 volumes were used to analyze the peak hour, four-hour, and eight-hour traffic signal warrants. The traffic volumes were used to determine if specific warrants are satisfied based on published criteria outlined in the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD). Warrant 1 (Eight- Hour Vehicular Volume), Warrant 2 (Four-Hour Vehicular Volume) and Warrant 3 (Peak Hour Volume) were assessed. The results of the signal warrant analysis are shown below: • 2024 volumes o Warrant 1A – Warrant is not met, with 0 of 8 required hours met o Warrant 1B – Warrant is not met, with 2 of 8 required hours met o Warrant 2 – Warrant is not met, with 0 of 4 required hours met o Warrant 3 – Warrant is not met, with 0 of 1 required hour met The results of the signal warrant analysis with the 2024 volumes indicate the warrants are not met at the intersection. The side street volumes combined with the through volumes on CSAH 101 are not high enough to meet the warrant volume requirements. 179 TWO-WAY HIGHER VOLUME HOUR VOLUME APPROACH OF DAY MAJOR STREET MINOR STREET 1A 1B 2 3 6-7 am 208 37 7-8 am 596 136 8-9 am 598 93 9-10 am 366 46 10-11 am 280 38 11am-12pm 379 41 12-1 pm 379 37 1-2 pm 387 45 2-3 pm 484 37 3-4 pm 562 50 4-5 pm 759 92 * 5-6 pm 767 87 * 6-7 pm 525 81 Main Street Volume Needed 420 630 warr 2 warr 3 Side Street Volume Needed 140 70 graph graph Hours Needed 8 8 4 1 Hours Met 0 2 0 0 * = Indicates the hours in which the warrants are met. Warrant Met ( YES or NO ) NO NO NO NO 2024 Volumes SIGNAL WARRANTS Table 1 CSAH 101/Gleason Parkway/Fieldstone Boulevard City of Corcoran, MN 70% Warrants - 50% right turns 180 0 50 100 150 200 250 300 350 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 2 (Four Hour) CSAH 101/Gleason Parkway/Fieldstone Boulevard 2024 Volumes 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 18 1 0 50 100 150 200 250 300 350 400 450 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 mi n o r s t r e e t h i g h v o l u m e a p p r o a c h - v p h major street-total of both approaches-vph Warrant 3 (Peak Hour) CSAH 101/Gleason Parkway/Fieldstone Boulevard 2024 Volumes 1 lane & 1 lane 2 or more lanes & 1 lane 2 or more lanes & 2 or more lanes Volumes 18 2 STAFF REPORT Agenda Item: 6.m Council Meeting: April 24, 2025 Prepared By: Nalisha Williams Ryan Ganner Topic: Exempt Employee Policy Action Required: Approval Summary As an outcome of the compensation and classification study and FLSA testing, an increased number of employees will become exempt. Staff has put together an exempt employee policy to communicate expectations. This policy will supersede the current employee handbook until updates to the handbook have been completed. The City Council approved the Exempt Employee Policy at the April 10th, 2025, City Council meeting. After staff discussion, it was recognized that ADP payroll processes should be included in the policy. Council Action Approve the Exempt Employee Policy Attachments 1. Exempt Employee Policy.pdf 183 Exempt Employee Policy Exempt employees are expected to work an average of 40 hours per week (minimum of 80 hours per pay period) to meet the performance expectations outlined by their supervisors. Exempt employees do not receive extra pay for the hours worked over 40 in one workweek (or 80 hours in a pay period). Exempt employees are paid on a salary basis. This means they receive a predetermined amount of pay each pay period and are not paid by the hour. The City will only reduce the gross weekly salary of an exempt employee, that doesn’t work a full workweek, in the following situations: • The employee is in a position that earns paid time off and is absent for one or more full days due to personal reasons, illness, or injury, but: o Paid time off has not been requested or has been denied. o Paid time off is exhausted. • The employee is receiving a short-term or long-term disability beneflt or workers’ compensation wage loss beneflts. • The very flrst workweek or the very last workweek of employment with the city in which the employee does not work a full week. In this case, the city will prorate the employee’s salary based on the time actually worked. • The employee has exhausted the 15 days of paid military leave for that calendar year (MN Statute 192.26). • The employee is suspended without pay for a full day or more for disciplinary reasons for violations of any written policy that is applied to all employees. • The employee is on FMLA leave, and all paid time off has been exhausted. • The City may, for budgetary reasons, implement a voluntary or involuntary unpaid leave program and, under this program, make deductions from the weekly salary of an exempt employee. In this case, the employee will be treated as non-exempt for any workweek in which the budget-related deductions are made. 184 If the city inadvertently makes an improper deduction to the weekly salary of an exempt employee, the city will reimburse the employee and make appropriate changes to comply in the future. If an employee thinks that a wage deduction was made in error, please contact Payroll promptly.. Exempt employee timecards in ADP default to 40 hours per week/80 hours per pay period. This is not indicative of actual hours worked. Time Off for Exempt Employees Exempt employees may use paid time off when on personal business, or fiex their schedule, to meet the minimum 80 hours per pay period. All employees must manage their paid time off hours to ensure they don’t exceed the paid time off maximum balance as outlined in the handbook. Exempt employees must communicate their absences with their direct supervisor. 185 STAFF REPORT Agenda Item: 7.a Council Meeting: April 24, 2025 Prepared By: Natalie Davis Topic: Continental Concept Plan "Springs at Corcoran" (City File 25-008) Action Required: Discussion Summary The applicant, Continental 928 Fund LLC, requests an opportunity to appear before the City Council to solicit informal comments on a concept plan for a proposed subdivision at 19330 County Road 30. The proposal includes a 280-unit market-rate apartment complex and the remaining 34.5 acres will be reserved for future commercial development by others. Recommendation Staff recommend the City Council review and discuss the concept plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Council Action Review and discuss the concept plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments 1. 2025-04-24 Continental Springs at Corcoran City Council Report.pdf 186 Page 1 of 24 STAFF REPORT Agenda Item 7b. City Council Meeting: April 24, 2025 Prepared By: Natalie Davis McKeown Topic: “Springs at Corcoran” Concept Plan (PID 12-119-23-13-0007) (City File No. 25-008) Action Required: Discussion Review Deadline: June 2, 2025 1. Request The applicant, Continental 928 Fund LLC, requests an opportunity to appear before the City Council to solicit informal comments on a concept plan for a proposed subdivision at 19330 County Road 30. The proposal includes a 280-unit market-rate apartment complex and the remaining 34.5 acres will be reserved for future commercial development by others. 2. Context The site is a 67.21-acre parcel and is currently being used for agriculture. The entire site is located within the 2040 MUSA (Metropolitan Urban Service Area) and the Northeast District. A similar concept plan was reviewed in 2022 by the City Council. However, the previous concept plan showed the apartment complex on the east side of the site and proposed developing the remainder of the site for single-family homes with just 1.8-acres set aside for a commercial use. Zoning and Land Use The subject property is guided Mixed Use and Commercial in the Comprehensive Plan and is zoned GMU (General Mixed Use) and C-2 (Community Commercial). Figure 1 Site Location Map 187 Page 2 of 24 Surrounding Properties The existing land use, guiding, and zoning of the surrounding properties are provided in the table below: Direction Existing Land Use Guided Land Use in 2040 Comp Plan Zoning District North - Single-family residential (Bellwether) - Vacant - Low Density Residential - Commercial - Planned Unit Development (PUD) - Neighborhood Commercial (C-1) East - Adjacent Corcoran properties - Vacant (Kwik Trip proposed) - Mama G’s Commercial Community Commercial (C-2) East - Across CR 101 Townhomes Maple Grove Maple Grove South Agriculture and residential Mixed Use Urban Reserve West Agriculture and residential - Business Park - Mixed Use - Business Park - GMU Natural Characteristics of The Site There are a number of natural resources on the site that would be defined as part of the survey and platting process, including the exact locations of floodplain areas. A wetland delineation was approved in November 2022 which confirmed 6 wetlands on the site. Figure 2 Zoning Map 188 Page 3 of 24 The City’s Natural Resource Inventory Areas map reflects wet prairie wetlands throughout the site and a disturbed woodland in the northwest corner. A high-quality maple/basswood community just touches the northwest boundary of the site. There is also floodplain on the west half of the parcel. 3. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, other City Code requirements, and City policies. A review of the plans was coordinated with the City’s Engineer and Public Safety team, and their comments are incorporated into this staff report. Detailed comments are attached in the City’s Engineer’s Memo and Public Safety Memo. The City Council should provide detailed feedback to help the applicant decide how to proceed. Overview of Proposal Continental proposes a new rental housing product within Corcoran to serve a range of households. The concept plan includes 280 market-rate units within an apartment complex made up of 14 residential buildings. Each building is 2-stories tall, and units are served either by a private or semi-private entrance. While this is a style of Figure 3 Approved Wetland Delineation Figure 4 Natural Resource Inventory Areas Map 189 Page 4 of 24 multifamily housing, the product is meant to feel more like a townhome. A mix of unit types are provided including studio, one-bedroom, two-bedroom, and three-bedroom apartments. The community will also include a clubhouse, a resort-style pool and deck, and a mix of garage and surface parking. Figure 5 Concept Plan Land Use and Density Most of the property is guided Mixed Use with the eastern portion closest to Mama G’s guided for Commercial. The Comprehensive Plan explains the intent of the Mixed Use designation is as follows: The intent of the Mixed Use district is to allow for developments that combine residential and commercial uses into a coordinated, planned development project. Typically, mixed use developments will include townhomes, low- and high-rise apartments, retail buildings, and offices. Development may be stacked, with office or housing units located above main floor retail space. Residential density is planned at 8-30 units per acre. Not all mixed-use developments will be required to incorporate residential units. Mixed use developments will be oriented around pedestrians rather than automobiles. By providing walkable mixed-use areas, stress on the transportation system is reduced and a “sense of place” is created. […] 190 Page 5 of 24 The area located between the intersections of County Road 116 and County Road 30 on the west and County Road 30 and County Road 101 on the east is also guided Mixed Use. Future connection improvements to County Road 30 will enhance its role as a major east-west corridor to Highway 610 in Maple Grove. This General Mixed Use District will likely include a mix of uses, including commercial and retail services and offices. […] The City expects approximately ½ of these areas to develop with residential uses at a variety of densities but the City will plan for 8-30 units per acre on average. The concept plan proposes a 280-unit market-rate multifamily rental community on the western 32.59 acres (approximately) of the overall site. Low-rise apartments are an anticipated use in the Comprehensive Plan for mixed-use areas. The eastern 34.54 acres will be retained by the existing property owner for future commercial development. Per the applicant’s narrative, the Springs at Corcoran concept plan supports the 2040 Comprehensive Plan with the following: o Introducing a new housing type to serve a range of households; o Aligning with the Future Land Use Plan’s mixed-use and commercial designations; o Extending public utilities and roads consistent with planned infrastructure; o Minimizing environmental impacts and preserving wetlands. What the current site plan does not seem to address is the intent of Mixed Use areas to “allow for developments that combine residential and commercial uses into a coordinated, planned development project.” The concept plan does show a number of internal pedestrian connections within the residential development, but the relationship to the commercial area to the east is undefined. The residential use on the west is separated from the proposed commercial area to the east rather than integrating commercial spaces central to, throughout, and/or as a part of the development. It should also be noted that this residential neighborhood as proposed will become sandwiched between the commercial area to the east and the future Business Park district to the west. The concept plan proposes to develop roughly half the site as residential while reserving the other half of the site for commercial development in the future. However, the largest wetland on the overall site is located on the eastern portion of the site. When comparing the estimated net acres of the site, the western portion is roughly 25.40 acres while the eastern mixed-use portion is closer to 15 acres (with addition acreage already guided for solely commercial uses). The City Council should discuss whether the current proposal satisfies the intent of Mixed Use as described in the Comprehensive Plan. General Mixed Use (GMU) District 191 Page 6 of 24 Section 1040.135 of the Zoning Ordinance provides the district standards for the General Mixed Use corridor along County Road 30. There are several, and some will be discussed in detail in later sections of this report. The Zoning Ordinances provides further guidance on the intent of the GMU district by stating the following: The purpose of the General Mixed Use District (GMU) is to provide an area for compact, inter-connected, walkable, mixed-use development along key community corridors and to support high quality development and site flexibility due to the unique site conditions in these areas. The mixture of land uses within the district is essential to establishing the level of vitality and intensity needed to support retail and service uses. A combination of retail, office, service, and residential uses are encouraged although not required. Buildings may also be entirely one use. The placement of the building and the relationship of the building, parking, landscaping, and pedestrian spaces is essential to creating the pedestrian-friendly environment envisioned for the GMU District. The standards in this Section are reinforced within the Design Guidelines contained in Appendix [C]. […] The character of the General Mixed Use District shall reflect high quality design due to the high visibility of these areas at the gateway to the City at County 30. Although development in this mixed-use district will be more auto-oriented in design than the Downtown Mixed Use District, pedestrian connections and amenities will still be required to provide connections to existing and future planned areas, sidewalks, and trails, and to provide for safe pedestrian circulation within the site. Landscaping and architectural details shall be used to unify sites within the General Mixed Use District.” The concept plan sets aside land for future commercial development while focusing the western half of the site on 14 multifamily residential buildings. There are sidewalks shown on the public streets surrounding the proposed use, and these would need to be continued to the east when that portion of the site develops. Internal sidewalks throughout the residential area are also indicated on the concept plan. Multifamily housing is a permitted use in the GMU district but must meet a minimum density of 10 units per net acre. The applicant’s narrative states the net developable acreage for their portion of the site is 25.40 acres, resulting in an estimated net density of 11.02 units per acre. If the project were to proceed, the exact calculations of the areas netted out from the gross acres of the site must be provided to confirm the minimum density requirement is met. The concept plan includes a number of garages to provide parking options to residents. Structured parking is a permitted accessory use in the GMU district. The proposed clubhouse, grounds building, and community pool are also considered permitted accessory uses incidental and customary to the residential neighborhood. 192 Page 7 of 24 The GMU district also requires the following applicable site design requirements: A. Structures shall be oriented and consolidated to complement existing, adjacent development to create a coordinated and visually attractive mixed- use setting throughout the district. B. Site planning shall respect the relationship of the site to the existing and proposed buildings and streets and major roadways. The only adjacent development at this time is Bellwether to the north. There are no other existing or proposed buildings at this time. The concept plan includes new public streets that will extend existing public streets and provide new connections. The final street layout will be determined in collaboration with the City Engineer and Hennepin County. The Council should provide feedback on whether the current site layout accomplishes these site design requirements. Lot Analysis The concept plan shows 14 buildings constructed within 3 lots and one outlot for stormwater ponding to serve the development in addition to an outlot containing the rest of the parcel to be reserved for commercial development. The northwest most lot is proposed to contain 2 apartment buildings (AKA principal buildings) and one detached garage structure. The northeast lot proposes two apartment buildings, a synthetic turf ground pet playground, stormwater ponding, and the northern wetland. The southern lot contains 10 apartment buildings, one club house, a pool, 4 detached garages, a grounds building, and a 2nd synthetic turn ground pet playground for the community. The applicant’s narrative explains there will also be outdoor grilling areas, landscaped courtyards between buildings, and a network of pedestrian pathways to connect all residences to community amenities while fostering walkability and neighborhood interaction. Figure 6 Northeast District Plan Street Layout 193 Page 8 of 24 Standard GMU Minimum Lot Area 25,000 sq. ft. Minimum Lot Width 150’ Minimum Principal Structure Setbacks: - Front (Major Roadway) 100’ - Front (Other Streets) 25’ - Side None - Rear None - Adjacent to Residential 35’ Maximum Principal Building Height 35’ at the minimum setback but may be increased up to a maximum of 50 feet with increased setbacks at a rate of 1 foot additional height for every 5 feet in additional setback. Maximum Impervious Surface Coverage 80% The concept plan shows 14 buildings constructed within 3 lots and one additional outlot for stormwater ponding and a monument sign in addition to an outlot containing the rest of the parcel to be reserved for commercial development in the future. The northwest most lot is proposed to contain 2 apartment buildings (aka principal buildings) and one detached garage structure. The northwest lot proposes two apartment buildings, a synthetic turf ground pet playground, stormwater ponding, and the northern wetland. The southern lot contains 10 apartment buildings, one club house, a pool, 4 detached garages, a grounds building, and a 2nd synthetic turn ground pet playground for the community. 194 Page 9 of 24 Figure 7 Springs at Corcoran Concept All lots more than comply with the minimum dimensional requirements. The proposed building locations comply with the required front setbacks and exceed the 35’ setback from residential zoning districts along the northern project boundary. The concept plan indicates a 60’ setback is applied along the southern boundary of the site along the frontage for County Road 30. This is allowed with enhanced landscaping per Section 1060.070, Subd. 2(K). The proposed buildings showcase a gable roof. The building height with this type of roof is measured to the mean height of the highest gable. The project narrative states the highest point of the buildings is roughly 31’2” with a height of 28’ as measured at the midpoint of the roof. This complies with the GMU standards. The narrative indicates the impervious surface coverage is 40% and 60%. Since there are three lots, it is unclear how this was calculated. However, it appears it would be possible for the lots in the 195 Page 10 of 24 concept plan to comply with the 80% impervious surface coverage. The exact calculations for each lot would need to be provided with the preliminary plat/site plan application. Building Standards A number of building standards apply to this site. In addition to the underlying building standards in Section in 1060.050, the GMU district and Northeast District Plan include additional building standards that apply. GMU Building Standards Per the GMU. All new building fronts shall include at least 4 elements from the following provided list: 1. Architectural detailing, such as cornice, awning, parapet, or columns. a. Awnings appear to be provided above doors and porches. This would need to be confirmed with the site plan application. 2. A visually pleasing primary front entrance that, in addition to doors, shall be accented a minimum of one hundred fifty sq. ft. around the door entrance for single occupancy buildings and a minimum of three hundred sq. ft. for the front of multi-tenant buildings (this are shall be counted as one element). Entrances shall be clearly articulated and obvious from the street. a. Does not appear to be possible with the proposed housing product. 3. A minimum of thirty percent window coverage on each front that faces a street. a. Unclear if this would be achievable. 4. Contrasting, yet complimentary material colors. a. The proposed colors provide contrast (light and dark) and are complimentary. 5. A combination of horizontal and vertical design features. a. The proposed materials provide vertical and horizontal design features. 6. Irregular building shapes. a. The building shapes are arguably irregular. 7. Other architectural features in the overall architectural concept. It appears possible the applicant will be able to incorporate at least 4 elements from the list. The Site Plan submittal should confirm how each of the 4 required elements are incorporated into their overall design. 196 Page 11 of 24 Multi-story buildings must also distinguish ground floors from upper floors by having an awning, trellis, arcade, window lintels, intermediate cornice line, or brick detailing such as quoins or corbels. Awnings are provided over the doors on the ground level, but they are intermittent. The City Council should discuss whether the ground floor is distinguished with the current design, or if a more continuous awning should be provided. Residential uses on the first floor require the first-floor elevation to be raised above the sidewalk elevations immediately adjacent to the front of the residential unit to ensure the residential unit is separated from the public space. Additionally, each first-floor unit must have an individual private entrance at the street level with a private courtyard enclosure. The first-floor elevation does not appear to be raised with the example elevation provided. The project narrative says “select” first floor units will have a private courtyard enclosure which suggests not every first-floor unit will have a private courtyard. The project narrative confirms each first-floor unit will have a private entrance. This requirement was ultimately waived as part of the PUD for Hope Community. The City Council should discuss whether they are open to a Zoning ordinance amendmentto remove this requirement. The GMU also requires façade articulation every 40’ for any exterior building wall adjacent to or visible from a public street. The articulation can be accomplished with one or more of the following: 1. The façade shall be divided architecturally by means of significantly different materials or textures, or 2. Horizontal offsets of at least four feet in depth, or 3. Vertical offsets in the roofline of at least four feet, 4. Fenestration at the first-floor level which is recessed horizontally at least 1’ into the façade. It appears that this standard can be accomplished with the use of materials, textures, and fenestrations at the first-floor level. 197 Page 12 of 24 Accent materials must be wrapped around walls. Such materials may include glass, prefinished decorative metal, and fiber cement trim within soffit and fascia areas. There appears to be accent materials incorporated into the elevations. This will be confirmed further should the project move forward. Major exterior materials of all walls must cover at least 60% of the exterior. The proposed buildings include fiber cement vertical panel siding which is acceptable as a major exterior material. On the other hand, no more than 25% of any exterior wall on a building shall be fiber cement siding, wood, or metal accent material. The exact building materials and percentages would be confirmed with a formal site plan application and building permit application. Finally, mansard style roofs are not permitted except for mansard style cornices. Acceptable roof design includes pitched roofs as proposed. However, the roof styling must incorporate one of the following: 1. Parapets or cornices 2. Varying building height and variety of roof lines Northeast District Plan and Design Guidelines The Northeast District Plan provides a list of Class I, Class II, and Class III materials. Mixed-use buildings must be comprised of at least 60% of Class I materials on each building face visible from off the site. Additionally, no more than 10% of each building face visible from off site may be of Class III materials. Buildings must be interrupted at least every 80’, but in this case the GMU district standard of every 40’ should prevail. The buildings are primarily made up of fiber cement siding which can be a Class I material for residential use with a reinforced thickness of ¼ inch. More information on the exact material specifications and percentages of facades will be required should the application move forward. Underlying Building Standards The underlying building standards in Section 1060.050 will be satisfied if the GMU and Northeast District standards are satisfied. However, Section 1060.050, Subd. 3 requires that there be no more than one multifamily building per lot except as approved by a Conditional Use Permit (CUP). Since the concept plan includes 14 buildings between 3 lots, this would have to be approved by a CUP. No specific performance standards are provided for this CUP; the general evaluations criteria for CUPs provided in Section 1070.020 apply. Each lot would require a CUP based on the current layout. Accessory Structures Additionally, accessory structures in urban residential districts are limited to 1,000 sq. ft. This may be problematic with the current proposal as there is an accessory clubhouse, accessory grounds building, and several accessory detached garages that will exceed the 1,000 sq. ft. limit. Further, accessory buildings are not allowed in front yard areas in 198 Page 13 of 24 the City’s urban residential districts, which creates a complication with the proposed location of the detached garage in the northwest corner of the site as well as the clubhouse in the southeast corner. There appears to be a conflict between the accessory structure section of City Code and the GMU. The accessory structure section does not specifically contemplate accessory structures in mixed use areas or for high- density areas. At the same time, the allowed accessory uses in the GMU include structured parking. In fact, the GMU requires 50% of residential parking be housed in structured parking. The City Council should discuss whether they believe a Zoning ordinance amendment would be appropriate to handle this conflict. Wetlands The concept plan indicates some wetland impacts are anticipated on the western half of the site to accommodate the proposed community. The portions of wetlands that will remain are subject to the Wetland Overlay District (Section 1050.010). This includes wetland buffers, wetland buffer monument signs, and an additional 15’ structure setback from the edge of the buffer. The size of the buffer is dependent on the quality of the wetland. The City’s Natural Resources Community Quality Ranking map is based on the City’s quality assessment of known wetlands within the City. Wetlands not shown on this map are assumed to be of medium quality. Most of the delineated wetlands on the overall property are shown on the City’s map as low quality; all wetlands on the portion proposed to contain the Springs at Corcoran are shown as low quality on the map. The following buffer requirements will be applied: Requirement Low Quality Wetland Buffer Average Width 15 feet* Figure 9 Natural Resources Community Quality Ranking Map 199 Page 14 of 24 Wetland Buffer Width (Min.) 10 feet Wetland Buffer Width (Max.) 20 feet Structure Setback from Buffer 15 feet Total Buffer and Structure Setback (Average) 30 feet * The Elm Creek Watershed requires a 25’ minimum average width for all wetlands regardless of quality. The application will be expected to comply with both the City and Watershed standards. Should the project move forward, wetland buffer widths and dimensions will be required for review to confirm compliance with this standard. Wetland buffer areas are deducted from density calculations. In addition to buffer widths, a permanent wetland buffer monument is required at each lot line that crosses a wetland buffer and where needed to indicate the contour of the buffer. The maximum spacing between signs is 200 feet of wetland edge. A wetland buffer establishment plan that meets the City’s Wetland Buffer Plan Policy is required with the final plat and is subject to approval by the City’s Wetland Consultant. Floodplain The site has floodplain over the wetland complex in the northwest portion of the site. The applicant will need to comply with the requirements in Section 1050.030 of the Zoning Ordinance regulating floodplain. Refuse Section 1060.020 regulations storage of garbage and trash. No exterior storage of trash or garbage is permissible except in an accessory building enclosed by walls and a roof or in closed containers within a totally screened area. The concept plan indicates a trash enclosed centrally located within the proposed southern lot of the residential community. The applicant’s narrative explains that their communities handle trash collection through a valet service which allows residents to place waste outside their unit on designated days. Collected trash is then transported to a centrally located, fully enclosed compactor. Overall, this should be able to comply with the Zoning Ordinance. However, the GMU also requires that exterior trash enclosures shall be constructed of the same materials and colors as the principal building. Screening Multifamily buildings are subject to the screening requirements for all rooftop and ground mounted mechanical equipment as outlined in Section 1060.030 of the Zoning Ordinance. This information was not provided with the concept plan for initial feedback. Figure 10 Trash Enclosure 200 Page 15 of 24 Additionally, the project must also comply with the additional screening standards in the GMU and the Northeast District Plan and Design Guidelines. Lighting Lighting must comply with the lighting requirements of Section 1060.040 of the Zoning Ordinance. Street lighting locations are reviewed and determined at the time of final plat. Depending on the electrical company boundaries, Wright Hennepin or Excel will provide the street lighting for this development. Parking With 280 units, the required number of off-street stalls is 616. The concept plan shows 622 stalls on site through a combination of attached garages to serve some units within each building, detached garages, surface stalls, and spaces in front of attached garages. Street parking cannot be used to count towards the minimum required parking for the site. This is because overnight street parking is prohibited in the winter per Chapter 71.01 of the City Code. Section 1060.060, Subd. 5 confirms driveways providing access to garages may qualify as required off-street parking if all of the following conditions are met: A. The driveway shall serve a dwelling unit that has use of a two-stall garage. B. The driveway shall be under the direct control of the dwelling unit served by the garage. C. The driveway shall measure at least 22 feet in length between the front of the garage and the street, roadway, or sidewalk. D. The driveway must be located outside of any drainage and utility easement, unless approved by the City Engineer. E. Parking on the driveway shall not impede pedestrian or traffic circulation or access to any other dwelling unit, nor shall it adversely affect the ability to provide public utilities or public safety. Some of the attached garages appear to only be 1-car garages, but the applicant is relying on the driveway spaces to meet the required parking spaces. The City Council should discuss whether a Zoning ordinance amendment could make sense to account for this new housing product type not contemplated in code (a multifamily building that is mean to feel more like a townhome), It is also unclear if the driveway length in front of the attached garage is at least 22’, but it appears there is space to accommodate this requirement. The GMU district requires at least 50% of the required parking stalls be provided within a structure. The applicant requests consideration of a variance to reduce this to 30% of the required parking stalls (185 stalls). They provide their experience from other communities that suggests there is not demand for structured parking at 50% of the required stalls. The application narrative also states the wetlands and required public ROW constrain the site to the point where it prevents the site from accommodating the 201 Page 16 of 24 proposed product type and additional covered parking options. The City Council should discuss whether they are open to a variance or zoning ordinance amendment to allow for less covered parking than is currently required in the GMU (Section 1040.135, Subd. 8(A)). The concept plan shows 90-degree parking stalls that comply with the following dimensions: Stall Width Parallel to Aisle 9’ Stall Length of Line 18’6” Stall Depth 18’6” Aisle Width 26’ Parking lots and drive aisles must meet the same front setback as required for the principal structure within the zoning district. The GMU has a 100’ setback from property lines along county roads which can be reduced to 25’ with enhanced landscaping per Section 1060.070, Subd. 2(J). All other front property lines have a 25’ setback. Parking lots and drive aisles have a 10’ side and rear setback. The concept plan appears to comply with these standards. Bicycle racks and landscaping islands are required for multifamily buildings as part of the Northeast District Plan and Design Guidelines. Parking bays shall have landscape islands at each end of the parking bay, and bays in excess of 15 spaces in length shall be divided by intermediate islands. Trees shall be located in the islands to shade the parking lot to reduce the heat island effect. These end islands shall provide at least 360 sq. ft. of area for planting trees, shrubs, and/or groundcover. Rock mulch cannot be used in these islands. Intermediate islands must have at least 180 sq. ft. of area for plantings. The Northeast District Plan requires a landscape buffer between all parking areas and the public sidewalk. The buffer shall consist of shade trees, low shrubs or perennial flowers and a decorative fence or masonry wall. Plantings and parking lot screen walls or fences shall be no less than three feet and no more than four feet in height to allow views into and out of parking areas. However, the GMU district also requires screening of surface parking areas that face a street frontage with a decorative wall, railing, hedge, or a combination of these elements to a minimum height of 2 ½ feet and a maximum height of 3 ½ feet above the level of the parking lot at the building to line. With the Hope Community application, it was determined that this clause in the GMU seemed to create a conflict with the Northeast District Plan, and it was decided to let the standards in the Northeast District Plan prevail. However, Hope Community was a PUD. In order to handle this conflict outside of a PUD, it would be helpful for the City Council to discuss whether they are open to a zoning ordinance amendment. Landscaping 202 Page 17 of 24 A landscape plan will be required for the apartment complex as the plans progress. Landscaping standards are provided in Section 1060.070 of the City Code. Residential uses must provide one overstory tree per dwelling unit. This means a minimum of 280 overstory trees will be required throughout the development. No more than 1/3 of the required trees may be of one species. Underground irrigation shall also be required. In addition to the underlying tree requirement, the City has a buffer yard ordinance that applies between zoning districts with different development intensities. The buffer yard area requires additional native plantings (including prairie grass as ground cover) and will be held in a conservation easement in perpetuity. A buffer yard class B is required around the northern perimeter of the site since the GMU is treated as a commercial district and the Bellwether PUD is treated as an RSF-3 zoning district. The table below provides the options to satisfy the buffer yard class B requirement. Buffer Yard Class Width Overstory Plantings1 Understory Plantings1 Shrubs1,2 Structures3 B 10’ 1 4 6 Minimum 4-foot fence 20’ 3 6 9 None 20’ 1 2 3 Minimum 4-foot fence 30’ 2 4 12 None 30’ 1 2 4 Minimum 4’ berm 1 Per 100 feet of distance 2Requirement must be met by shrubs, tall native prairie plantings, or a combination deemed acceptable by the City 3Fences are subject to requirements in Section 1060.080 It appears the northern portion of the site that will contain residential buildings will be able to accommodate any of the potential buffer yard widths. However, most of the northern boundary consists of a wetland and stormwater ponding. The City Council should discuss whether the wetland qualifies as an acceptable natural buffer. Stormwater ponding is allowed to encroach up to 10’ into required buffer yards. The GMU also requires screening from adjoining residential uses. Specifically, where a GMU District abuts, or is across the street from a Residential District, there must be a berm, fence, or screening consisting of compact evergreen trees or hedges or a combination thereof, not less than 80% opaque at time of installation, nor less than 6’ in height, except adjacent to a street where it shall be not less than 3’ no more than 4’ in height. The buffer yard should incorporate these requirements as well in order to comply with both standards. The GMU also requires that plant materials shall be used to create a unified and attractive mixed-use environment. Plant materials must be arranged to provide focal 203 Page 18 of 24 points on the site and concentrated to signify key site locations such as the primary building entrance, site entrance, around signage, along pedestrian walkways, and along the perimeter of the building. The application should consider these requirements while preparing the preliminary landscaping plan. The reduced parking and building setback along County Road 30 will require enhanced landscaping in addition to the underlying and buffer yard requirements in compliance with Section 1060.070, Subd. 2(K) and (J). A portion of the high-quality maple-basswood forest community is shown on the Natural Resources Map in the northwest corner of the parcel. The City does not have a tree preservation ordinance, but the City encourages preservation of this wooded area. A tree survey is required with a preliminary plat application, which will help to better identify the existing natural resources in this area. Additionally, the development will be required to comply with the landscaping, screening, and landscaping island requirements in the Northeast District Plan and Design Guidelines, including compliance with the NE District’s Preferred Trees List. Walls A retaining wall is shown on the concept plan behind buildings #11 and #12. Retaining walls are subject to performance standards in Section 1060.080. Details on the retaining wall were not provided for initial feedback. Resiliency Strategies The application narrative indicates two resiliency strategies: EV charging stations and native plantings. A third resiliency strategy from the Northeast District Plan must be provided should the application move forward. Streets and Access The concept plan shows an extension of Elm Lane in Bellwether down to County Road 30. Roughly halfway through the site, an additional east-west local road is provided to establish an internal road network to the Business Park district to the west as well as provide a north-south connection to 102nd Place to Bellwether in the northwest corner of the site. The concept plan also shows a potential road network for future commercial users to the east. The Engineering Memo provides an initial transportation analysis for this site, and a feasibility study will be required to evaluate the necessary improvements to support the proposed development. The development will be required to comply with the NE District street standards which require a 60’ right-of-way (ROW) with sidewalks and planting strips on both sides for local streets. 204 Page 19 of 24 The application narrative indicates two of the new streets will only have a 50’ ROW, which will not support street parking and sidewalks on both sides. However, the required ROW will need to be evaluated further by Engineering as the Engineering Design Standards require more ROW for commercial local streets than what is required in the Northeast District Plan. The increased ROW may make sense to apply to this development considering its context and anticipated connections to the Business Park to the west and future commercial uses to the east. The Engineering Memo includes a note that a ghost plat with the preliminary plat is needed for the area adjacent to buildings #6 and #10 to show how the existing residential lot (not included in this project) could be served by a local road in the future. Figure 11 Existing Residential Lot 205 Page 20 of 24 Parks and Trails The 2040 Comprehensive Plan shows a proposed off-road trail on the western portion of this parcel that will provide connections to the neighborhood park and open space park at Bellwether. A trail is not shown in the concept plan. It may make more sense for the off-road trail to be realigned to Mulberry Lane further west considering the anticipated connection of the Three Rivers Park District Diamond Lake Regional Trail from Hope Community through Bellwether. How an off-road trail fits within this site would be explored further as the application proceeds. The City Council should provide any feedback they have on the trail location. Under the current ordinance, park dedication of land is required at 30% of the net pre- development area for Mixed Use land or a market equivalent in cash. Net acreage of the Springs at Corcoran is estimated by the applicant at 25.40 acres. A total of 7.62 acres would be required based on this estimate. It is unclear if floodplain was included in the applicant’s estimate which is also deducted from the gross acreage, so it is possible the area calculations could be reduced as the estimate is confirmed. The park dedication may be a combination of land for an off-road trail and cash to satisfy the park dedication requirements. Public Safety The Public Safety team reviewed the plans and provided the attached memo regarding fire code issues. Stormwater Three stormwater detention ponds are shown to serve the residential community. Pond designs would need to be completed as submittals move forward. The City Engineer provides initial feedback in the Engineering Memo for the applicant to consider as they formalize a stormwater management plan. Additionally, the Northeast District Plan requires a chloride management plan for multifamily uses. Utilities The property is not currently serviced by sewer or water. The development would connect to the existing sanitary sewer from the Bellwether subdivision to the north. The City’s water system is anticipated to be online within the next coming weeks, so it will not be necessary to obtain approval from the City of Maple Grove for this project to move forward. The Engineering Memo provides preliminary feedback on the information provided with the concept plan. A feasibility study will need to be conducted to determine the extent of looping necessary for adequate water service. Figure 12 Parks and Trails Map 206 Page 21 of 24 Easements The Engineering Memo describes most of the required easements that must be shown on the preliminary plat submittal. Standard perimeter drainage and utility (D&U) easements must be shown. Easements are required over all infrastructure used for maintenance, conveyance, and treatment of stormwater including drainage swales. D&Us are also required over all wetlands, wetland buffers, and areas within the 100- year floodplain. Easements must also be provided over all public infrastructure. Any existing easements should be provided to the City for review. Vacation of existing easements in favor of the City requires a vacation application with the City. Signage Two, double-sided freestanding signs are noted on the concept plan. However, the sign ordinance provides that only non-residential uses are allowed a single freestanding sign as well as a wall sign in the GMU. The City Council should discuss whether they are open to an ordinance amendment to Chapter 84 that would allow freestanding signs for residential uses within the GMU. Hope Community was granted sign flexibility as part of their PUD so that the residential components were allowed a freestanding sign. Environmental Review The proposal includes 280 housing units while setting aside acreage for commercial uses to be developed in the future by a different user (or users). Assuming the commercial uses equal approximately 60,000 square feet, an EAW would be triggered when looking at the site as a whole. The state regulations for EAWs discuss phased and connected actions. A connected action is described as follows in Chapter 4410.0220, Subp. 9c of the Minnesota Administrative Rules: Two projects are “connected actions” if a responsible governmental unit determines they are related in any of the following ways: A. One project would directly induce the other; B. One project is a prerequisite for the other and the prerequisite project is not justified by itself; or C. Neither project is justified by itself. A phased action is explained as follows in Subp. 60: “Phased action” means two or more projects to be undertaken by the same proposer that a RGU determines: A. Will have environmental effects on the same geographic area; and B. Are substantially certain to be undertaken sequentially over a limited period of time. 207 Page 22 of 24 An argument can be made that the eastern half is a separate project from the Springs at Corcoran as Continental Properties Company is a residential developer. A different proposer would be involved with the commercial portion of the site. However, if an EAW is not done with this project, the 280 units will be considered in the threshold calculation for any commercial project submitted within 3 years of this project being approved by the City as that would be considered a connected action. For a project of this size, the City has discretion and can choose to require an EAW to be completed at this time. The purpose of the environmental review process is to provide usable information to the project proposer, government decision-makers, and the public concerning the primary environmental effects of a proposed project. The EAW identifies measures to protect the environment that can later be imposed as conditions of approval in development applications. An EAW is not a means to approve or deny a project but is an additional source of information to guide decisions. The City Council should discuss whether they are comfortable or not with moving forward on this project without an EAW. Summary of Discussion Points for Council - How the proposal satisfies the intent of the Mixed-Use land use designation. - How the proposed site layout meets the following GMU site design standards. o Structures shall be oriented and consolidated to complement existing, adjacent development to create a coordinated and visually attractive mixed-use setting throughout the district. o Site planning shall respect the relationship of the site to the existing and proposed buildings and streets and major roadways. - Building standards of the GMU o Is the ground floor distinguished with the proposed intermittent awnings above doors? o Is the Council open to zoning ordinance amendments to address some or all of the following GMU standards? Requirement for first-floor elevation to be raised for residential uses. Requirement for each first-floor unit to have a private courtyard enclosure. o Is the Council open to a zoning ordinance amendment to address the conflict between the limited accessory structure allowance in “urban residential” zoning districts and the requiring structured parking and to accommodate other customary accessory uses as allowed in the GMU? - CUPs for more than one principal building on a lot for all three proposed lots. - Parking 208 Page 23 of 24 o Is the Council open to a zoning ordinance amendment to allow driveways to count towards required parking if the driveway serves a one-car garage? o Is the Council open to a variance or a zoning ordinance amendment to reduce the required structured parking from a minimum of 50% to 30%? - Screening o The GMU and the Northeast District both have slightly different screening requirements for parking lots. It is unclear which standard is stricter, they are simply different, but it would be difficult to achieve both standards at the same time. Is the Council open to a zoning ordinance amendment to address this conflict? - Buffer Yard o Does the north wetland count as an acceptable natural buffer? - Parks and Trails o Initial feedback on trail alignment on this site as compared to the 2040 Comprehensive Plan while considering the current alignment of the Diamond Lake Regional Trail through Bellwether. - Signage o Is the Council open to an ordinance amendment to specifically allow residential developments in the GMU to have 2 freestanding signs? - Environmental Review o Is the Council comfortable with moving forward on this project without an EAW? Next Steps The concept plan process provides an opportunity for the applicant to get information from the City that can be incorporated into a formal development application. If Council supports the concept, the next steps would be as follows: 1. EAW if determined necessary or an independent feasibility study if an EAW is not required. 2. Application for preliminary plat, site plan, conditional use permit, zoning ordinance amendments and/or variances. 3. Application for a final plat. 4. Recommendation Staff recommend the City Council review and discuss the concept plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments: 209 Page 24 of 24 1. Applicant’s Narrative 2. Applicant’s Presentation for April 24, 2025 Meeting 3. Engineering Memo 4. Public Safety Memo 5. Concept Plans 6. Example Elevations and Floor Plans 210 Ϯ Table of Contents Introduction͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϯ Goals of Submittal͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϯ Continental Properties Introduction͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϯ Project Introduction and Land Use Request͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰ Environmental Assessment Worksheet (“EAW”)͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰ Comprehensive Plan Alignment͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰ Project Proposal͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱ Variance Requests͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϴ Conclusion͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϬ 211 ϯ Introduction Continental 928 Fund, LLC (“Continental”) is pleased to submit a Concept/Sketch Plan application for Springs at Corcoran, a proposed 280-unit market-rate multi-family housing community located near the northwest corner of 97th Ave N (CR 30) and Brockton Lane N (CR 101) in Corcoran, MN. Goals of Submittal This submittal is intended to obtain feedback from City staff and the Common Council on: 1. The proposed land use, infrastructure, access, site layout, and architecture; 2. Whether an Environmental Assessment Worksheet (EAW) is required; and 3. Two anticipated variance requests described herein. Continental Properties Introduction Continental Properties Company, Inc. (“Continental”) is a national developer, owner, and operator of Class A, market-rate, rental housing communities. With over 78 communities across 19 states – including 9 in Minnesota – Continental has delivered more than 21,000 homes and manages each community in-house to ensure high- quality operations and resident experience. Continental focuses on developing modern, suburban-multifamily communities in high-quality locations, with strong market fundamentals. This strategic approach is reflected across its growing national portfolio. 212 ϰ Project Introduction and Land Use Request Continental has an agreement in place with Gregory R. Ebert and Debra A. McCormick to purchase ~32.59 acres of a ~67.13-acre parcel (PID #12-119-23-130-007) at the northwest quadrant of 97 th Ave (CR 30) and Brockton Lane (CR 101), with intent to build a 280-unit market-rate apartment community known as the Springs at Corcoran. See ‘Exhibit A – Location Map’ for the project site’s location within the City of Corcoran. The subject site is zoned General Mixed Use (“GMU”), which permits multifamily housing. Continental will be seeking to subdivide the property for its proposed use, with the Seller retaining land east of Continental’s community for future commercial development See ‘Exhibit B – Acreage Exhibit’ and ‘Exhibit C – Concept Plan’ for the proposed multifamily use and Seller-retained commercial land. The Seller-retained commercial land layout provided is concept in form, showing viable commercial lots, potential public rights-of-way, and space for future stormwater infrastructure. In addition to the subdivision, Continental will be pursuing the Site Plan and Platting entitlement processes with the City of Corcoran. Within its Site Plan application, Continental will be seeking approval of two variances from Corcoran’s municipal code, as further outlined in this document. Environmental Assessment Worksheet (“EAW”) The proposed 280-unit development is below the EAW threshold defined by Minnesota Rules 4410.4300. However, staff has indicated the EAW determination may consider the full 67.13-acre parcel. Continental seeks confirmation on whether an EAW is required for this proposal. Comprehensive Plan Alignment The Springs at Corcoran supports the City’s 2040 Comprehensive Plan and Northeast District Plan by: x Introducing a new housing type to serve a range of households; x Aligning with the Future Land Use Plan’s mixed-use and commercial designations; x Extending public utilities and roads consistent with planned infrastructure; x Minimizing environmental impacts and preserving wetlands; x Integrating sustainable and resilient design elements, including EV charging and native landscaping. Existing Conditions Existing Land Use: Agricultural Surrounding Land Uses: The existing 67.13 acre property is bounded by 97th Ave N (CR 30) to the south, commercial lots (Mama G’s and a planned Kwik Trip) and Brockton Lane N (CR 101) to the east, an age- restricted community (Bellwether by Dell Web) to the north and existing agricultural land identified for a future business park to the west. 213 ϱ Access: The site is not currently serviced by any driveways or connections to surrounding roadways. Cedar Avenue, Elm Lane, and 102nd Place in the existing Bellwether subdivision to the north truncate at the northern edge of the subject property. Natural Resources: Kjolhaug Environmental Services investigated the subject property on September 14, 2022 for the presence and extent of wetlands. Six (6) wetlands are delineated within the site boundaries. The delineated wetland boundaries are shown within ‘Exhibit D – Existing Conditions & Wetland Map’. Existing Wet Utilities: The subject property is currently not serviced by sanitary sewer or water. Project Proposal Executive Summary The total site area is approximately 67.13 acres, with Continental proposing to acquire and develop 32.59 acres. The remaining 34.54 acres will be retained by the Seller for future commercial use. Of Continental’s portion, 7.19 acres are designated as undisturbed wetlands, resulting in a net developable area of 25.40 acres. 3.64 acres will be dedicated to the City for public right of way. See ‘Exhibit B – Acreage Exhibit’ and ‘Exhibit C - Concept Plan’. The proposed development - Springs at Corcoran - includes 280 market-rate apartment homes, ranging from studios to three-bedroom units, across 14 two-story residential buildings. The community will feature a clubhouse with a resort-style pool and deck, a mix of garage and surface parking, pet-friendly amenities, and a variety of shared open spaces including courtyards and walking paths with connections to existing sidewalks. Additional features include ornamental and buffer landscaping, stormwater detention ponds, and the dedication and construction of significant public right-of-way improvements - all as detailed in the accompanying plans and narrative. 'DhŽŶŝŶŐŝƐƚƌŝĐƚWƌŽƉŽƐĞĚďLJƚŚĞ^ƉƌŝŶŐƐĂƚŽƌĐŽƌĂŶ ĞŶƐŝƚLJϭϬĚƵͬĂĐŵŝŶŝŵƵŵϭϭ͘ϬϮĚƵͬĂĐ͕ďĂƐĞĚŽŶŶĞƚĚĞǀĞůŽƉĂďůĞĂĐƌĞĂŐĞŽĨ Ϯϱ͘ϰϬĂĐƌĞƐ EƵŵďĞƌŽĨhŶŝƚƐϮϱϰƵŶŝƚƐŵŝŶŝŵƵŵ ϮϴϬƵŶŝƚƐ ƵŝůĚŝŶŐ,ĞŝŐŚƚϯϱ͛ͲϬ͕͟ǁŝƚŚŽƉƉŽƌƚƵŶŝƚLJƚŽŝŶĐƌĞĂƐĞ ďƵŝůĚŝŶŐŚĞŝŐŚƚďLJϭ͛ͲϬ͟ĨŽƌĞǀĞƌLJϱ͛ͲϬ͟ŽĨ ƐĞƚďĂĐŬŝŶĐƌĞĂƐĞ Εϯϭ͛ͲϮ͟ƚŽŚŝŐŚĞƐƚƉŽŝŶƚ͕ΕϮϴ͛ͲϬ͟ƚŽƚŚĞŵŝĚƉŽŝŶƚ ďĞƚǁĞĞŶƚŚĞƌŽŽĨƌŝĚŐĞĂŶĚƌŽŽĨĞĂǀĞ KƉĞŶ^ƉĂĐĞϴϬйŝŵƉĞƌǀŝŽƵƐŵĂdžŝŵƵŵ ƉƉƌŽdžŝŵĂƚĞůLJϰϬйŝŵƉĞƌǀŝŽƵƐĂŶĚϲϬйƉĞƌǀŝŽƵƐ WĂƌŬŝŶŐ^ƚĂůůƐϮ͘ϮϬƐƚĂůůƐƉĞƌƵŶŝƚͶϮƐƚĂůůƐƉĞƌƵŶŝƚ͕ƉůƵƐ ϭĂĚĚŝƚŝŽŶĂůƐƚĂůůĨŽƌĞǀĞƌLJϱƵŶŝƚƐ Ϯ͘ϮϮƐƚĂůůƐƉĞƌƵŶŝƚŽŶͲƐŝƚĞΘϮ͘ϱϳƐƚĂůůƐƉĞƌƵŶŝƚ ŝŶĐůƵĚŝŶŐŽĨĨͲƐŝƚĞƉĂƌĂůůĞůƐƚĂůůƐ ŽǀĞƌĞĚWĂƌŬŝŶŐϱϬйŽĨƌĞƋƵŝƌĞĚƉĂƌŬŝŶŐϯϬйŽĨƌĞƋƵŝƌĞĚƉĂƌŬŝŶŐ;ϭϴϱŐĂƌĂŐĞƐƉƌŽǀŝĚĞĚ ďĂƐĞĚŽŶϲϭϲƌĞƋƵŝƌĞĚƉĂƌŬŝŶŐƐƚĂůůƐͿ ^ĞƚďĂĐŬƐ&ƌŽŶƚ͗Ϯϱ͛ &ƌŽŶƚZϯϬ͗ϲϬ͛ ZĞĂƌ͗Ϭ͛ ^ŝĚĞ͗Ϭ͛ &ƌŽŶƚ͗Ϯϱ͛ &ƌŽŶƚZϯϬ͗ϲϬ͛ ZĞĂƌ͗Ϭ͛ ^ŝĚĞ͗Ϭ͛ 214 ϲ Density and Unit Mix The Springs at Corcoran will include fourteen 2-story multi-family buildings containing 20 units each, for a total of 280 multi-family dwelling units (homes). Each 2-story multi-family building contains eight attached garages. The below table identifies the unit breakdown per building and within the community. WĞƌϮͲ^ƚŽƌLJƵŝůĚŝŶŐ;ϭϰďƵŝůĚŝŶŐƐͿ^ƉƌŝŶŐƐĂƚŽƌĐŽƌĂŶdŽƚĂů YƵĂŶƚŝƚLJYƵĂŶƚŝƚLJ ^ƚƵĚŝŽϮϮϴ ϭͲďĞĚƌŽŽŵϴϭϭϮ ϮͲďĞĚƌŽŽŵϴϭϭϮ ϯͲďĞĚƌŽŽŵϮϮϴ ϮϬhŶŝƚƐϮϴϬhŶŝƚƐ At 25.40 acres (excluding undisturbed wetlands), the proposed density is 11.02 dwelling units per acre (“du/ac”). Building Architecture The Springs at Corcoran introduces a new housing option to the City, offering two-story multifamily buildings designed to complement surrounding development and comply with the GMU Building Design Requirements (Section 1040.135 Subd. 9) and the Northeast District Plan's Design Principles. All buildings follow a four-sided architectural approach, with uniform treatment on all elevations—eliminating any “front” or “back” appearance. First-floor homes feature private entries, while upper-floor homes are accessed via semi-private stairwells. Select first-floor homes will also include private, enclosed yards. Multi-family building heights are approximately 31’-2”, which is under the 35-0” requirement. Ancillary structures are limited to one story. The architectural design incorporates high-quality, durable materials—including predominantly Class I materials—as required by code. All buildings will feature fiber cement board siding (in lap and board-and-batten applications), varied color palettes, trim accents, and a high level of glazing to add depth and interest. Detailed elevations, floor plans, and material selections are included in ‘Exhibit F: S20-8 (Two-Story) Elevations’ and ‘Exhibit G: Clubhouse’. Building Interiors The proposed floor plans offer an open-living concept with interiors that include white or dark wood cabinetry, stainless steel appliances, granite countertops, luxury wood grain flooring, large kitchen islands, and ample storage in all homes. Washers and dryers are also included in each home. Site and Resident Amenities Springs at Corcoran is designed with ample open space to promote both active and passive recreation. Key amenities include a resort-style pool and deck with outdoor grilling areas, landscaped courtyards between 215 ϳ buildings, and open green spaces throughout. A network of pedestrian pathways connects all residences to community amenities, fostering walkability and neighbor interaction. Pet-friendly features include a pet wash station, enclosed yards for select ground-floor homes, and two fenced pet playgrounds accessible to all residents. Trash collection is handled through a valet service, allowing residents to place waste outside their units on designated days. Collected trash is transported to a centrally located, fully enclosed compactor Parking The Springs at Corcoran proposes diverse parking options. This includes a mix of attached covered garages, detached covered garages, apron stalls (parking spaces in front of attached garages), surface stalls, and some EV charging surface stalls. Appropriate ADA-accessible stalls and loading zones are also provided. Additionally, parallel stalls are proposed off-site in the public right-of-way. Each two-story multi-family building includes eight attached garages. Two of the eight attached garages are tandem garages, fitting 2 cars in each, resulting in enough space for 10 garage spaces within each building. A floor plan of the two story building is included on page 2 of ‘Exhibit F: S20-8 (Two-Story) Elevations’. Access Primary access to the community will be provided via an extension of Elm Lane, requiring a new curb cut on CR 30. Additional public right-of-way connections are shown and proposed to support site circulation and connectivity. Continental has received initial feedback from Hennepin County regarding the CR 30 curb cut and will continue to evaluate and coordinate any necessary modifications as the project advances. sĞŚŝĐůĞWĂƌŬŝŶŐZĞƋƵŝƌĞĚYƵĂŶƚŝƚLJ ZĞƋƵŝƌĞĚ sĞŚŝĐůĞWĂƌŬŝŶŐWƌŽǀŝĚĞĚYƵĂŶƚŝƚLJWƌŽǀŝĚĞĚ ϮƐƚĂůůƐƉĞƌƵŶŝƚ͕ƉůƵƐϭ ĂĚĚŝƚŝŽŶĂůƐƚĂůůĨŽƌĞǀĞƌLJϱƵŶŝƚƐ ϲϭϲƐƚĂůůƐ ;ĂƐĞĚŽŶϮϴϬ ƵŶŝƚƐͿ ƚƚĂĐŚĞĚ ŽǀĞƌĞĚ 'ĂƌĂŐĞ ƐƉĂĐĞƐ;ŝŶĐůƵĚĞƐ ƚĂŶĚĞŵŐĂƌĂŐĞƐͿ ϭϰϬƐƚĂůůƐ ĞƚĂĐŚĞĚŽǀĞƌĞĚ'ĂƌĂŐĞƐƉĂĐĞƐϰϱƐƚĂůůƐ ^ƵƌĨĂĐĞ;ŝŶĐůƵĚĞƐϵϬĚĞŐƌĞĞ͕ƚĂŶĚĞŵƉĂƌŬŝŶŐ ƐƉĂĐĞƐŝŶĨƌŽŶƚŽĨĂƚƚĂĐŚĞĚŐĂƌĂŐĞƐ͕͕ ĂŶĚ sĐŚĂƌŐŝŶŐͿƐƉĂĐĞƐ ϰϯϳƐƚĂůůƐ WƵďůŝĐZŝŐŚƚͲŽĨͲtĂLJƐƉĂĐĞƐ;ƉĂƌĂůůĞůƐƚĂůůƐ ǁŝƚŚŝŶƚŚĞƉƌŽƉŽƐĞĚƉƵďůŝĐƌŝŐŚƚͲŽĨͲǁĂLJͿ ϵϴƐƚĂůůƐ ϲϭϲƐƚĂůůƐ ;Ϯ͘ϮϬƐƚĂůůƐƉĞƌ ƵŶŝƚͿ ϲϮϮƐƚĂůůƐŽŶƐŝƚĞ ;Ϯ͘ϮϮƐƚĂůůƐƉĞƌƵŶŝƚͿ ϳϮϬƐƉĂĐĞƐƐƚĂůůƐŽŶ ĂŶĚŽĨĨͲƐŝƚĞ ;Ϯ͘ϱϳƐƚĂůůƐƉĞƌƵŶŝƚͿ 216 ϴ Expansion of Public Infrastructure Continental will dedicate approximately 3.64 acres of public right-of-way, constructing roughly 2,945 linear feet of new roadway consistent with the City’s 2040 Comprehensive Plan and Northeast District Plan. ROW Area Proposed ROW Width Approximate Public Roadway Length Proposed Roadway Section N/S Elm Lane Extension from Elm Lane to CR 30 60’-0” +/- 1,350 LF One NB lane, one SB lane, one parallel parking lane, sidewalk on the west side E/W Roadway from Elm Lane Extension to Western Property Line 50’-0” +/- 965 LF One EB lane, one WB lane, one parallel parking lane, sidewalk on the south side N/S Roadway from E/W Roadway to 102nd Place (Northern Property Line) 50’-0” +/- 630 LF One NB lane, one SB lane, one parallel parking lane, sidewalk on the east side In addition to roadways, Continental will extend public utilities, including sanitary sewer and water trunk lines, and construct stormwater ponds to serve both the proposed development and public infrastructure. See ‘Exhibit H – Public Utility Layout’ for utility layout. Wetland Impacts The project is designed to minimize wetland impacts while aligning with the City’s long-range plans. Wetland impacts are limited to areas identified as W3 and W5 in ‘Exhibit C – Concept Plan’, with a total disturbance estimated at approximately 0.89 acres. Some impacts to W5 are attributable to the public right-of-way alignment. Continental will seek a jurisdictional determination from the U.S. Army Corps of Engineers and obtain all required local, state, and federal permits Variance Requests Continental respectfully requests review and feedback on the following two variance requests related to the proposed Springs at Corcoran development: 1. Parking Count: Code Reference: Section 1060.060 Subd. 8 Requirement: 2 stalls per unit, plus 1 stall per 5 units Required Total: 616 stalls (2.20 stalls per unit based on 280 units) Request: Approval to provide a mix of parking stall types (including tandem garage and apron [parking stalls in front of attached garages] stalls) in order to satisfy the code requirement. As proposed, Continental is providing 622 total stalls on-site (2.22 stalls per unit) and 720 (2.57 stalls per unit) total stalls on and off-site, both of which exceed the code requirement. 217 ϵ Rationale: x The proposed site design prioritizes environmental sensitivity and limits unnecessary wetland and natural resource impacts. x Substantial public right-of-way improvements are proposed, including streets with parallel parking consistent with the NE District Plan. x Continental’s national and regional operational data demonstrates a lower parking demand in similar communities: o Average household size across 21,000+ units: 1.81 residents/unit o Approximately 10% of residents are not of driving age Comparable operating Continental communities in Minnesota have lower parking ratios and operate effectively: 2. Covered Parking Variance: Code Reference: Section 1040.135 Subd. 8A Requirement: 50% of required parking must be in structured or enclosed garages Required Total: 308 covered parking stalls (based on 616 required stalls) Request: Approval to provide 185 covered parking stalls (includes attached and detached garages). This is 30% of the required parking and 0.66 covered stalls per dwelling unit. Rationale: x Covered parking in Continental’s nationwide portfolio averages less than the code requirement of 1.10 covered stalls per unit. In Continental communities where covered parking requirements exceed 1.10 covered stalls per unit, Continental’s operations team has been unable to lease all of the garages provided, suggesting that the need is not there. x Given the required public right-of-way and existing wetlands, the site does not have the space to accommodate the required amount of covered parking in addition to the required quantity and size of total parking stalls. Comparable operating Continental communities in Minnesota have lower covered parking ratios and operate effectively: Community Municipality Parking/DU Ratio Springs at Lakeville Lakeville 1.87 Springs at Lake Elmo Lake Elmo 1.83 Springs at Willowbrooke Oakdale 1.78 Community Municipality Garages/DU Ratio Springs at Lakeville Lakeville 0.53 Springs at Lake Elmo Lake Elmo 0.53 Springs at Willowbrooke Oakdale 0.50 218 ϭϬ Conclusion The Springs at Corcoran presents a well-planned, environmentally sensitive, and economically viable residential development that aligns with the City’s long-term vision for development and growth. Thank you for considering this submittal and please let me know if there are any questions on the items enclosed. We look forward to working with the City of Corcoran on this opportunity! Sincerely, Brett Mozzetti, Development Associate Continental 928 Fund LLC Continental Properties Company, Inc. Enclosures: A: Location Map, B: Acreage Exhibit, C: Concept Plan, D: Existing Conditions and Wetlands Map, E: National Flood Hazard Map, F: S20-8 (Two-Story) Elevations, G: Clubhouse, H: Public Utility Layout 219 Springs at Corcoran City Council Thursday April 24th, 2025 at 7:00pm 220 TAKE COMFORT IN BEING HOME 221 Introduction T A K E C O M F O R T I N B E I N G H O M E A L E A D E R I N R E N T A L H O U S I N G Continental Properties is a privately held,multifamily real estate development company.Founded in 1979,Continental has become a leading developer,owner,and operator of multifamily communities,retail centers, and hospitality properties in the United States. 222 About Continental Properties 4 Continental’s vertically integrated team, track record of delivering high quality product, and unmatched customer satisfaction makes Continental Properties a national leader in multifamily development and operations. Our dedicated Team of research professionals goes beyond traditional methods to unlock the full potential of market selection. By harnessing strategic third-party databases and employing proprietary tools, we provide unparalleled insights and solutions. MARKET RESEARCH At our core, we are committed to crafting products that withstand the test of time. Our team's relentless pursuit of improvement and collaboration creates an inclusive community centered around innovation. PRODUCT DESIGN & DEVELOPMENT At our core, we are committed to crafting products that withstand the test of time. Our team's relentless pursuit of improvement and collaboration creates an inclusive community centered around innovation. CONSTRUCTION OVERSIGHT Delivering above-and-beyond customer service is at the heart of our Team's mission, and we will listen when we've missed the mark. Continental directly oversees and manages each of its properties, making it one of only a few companies that both develop and operate its communities across the country. PROPERTY MANAGEMENT We believe in investing in our customers' needs and desires. By thoroughly understanding their unique perspectives, our team drives meaningful change in our designs, creating exceptional experiences for our communities. CUSTOMER EXPERIENCE Our Team takes pride in owning and managing our properties long-term. With a disciplined approach and unwavering commitment, we ensure our portfolio’s sustained success and value. PORTFOLIO MANAGEMENT +125 Developed Communities +45,000 Homes built to date 19 States NMHC Top 10 Developer +20,900 Homes currently managed In 78 communities 223 Our Portfolio 224 Existing Conditions 225 Vicinity Map 226 2040 Comprehensive Plan 227 Springs at Corcoran 228 Existing Conditions 229 Springs Apartments | Owned and Operated by Continental Properties Concept Plan 230 Architecture 231 Architectural Design Renderings 232 Architectural Design Renderings Design Elements •Class A housing •4-sided design •Townhome-Style •Private Patios & Balconies •Attached and detached garages 233 Architectural Design Renderings Materials •Use of high-quality fiber-cement board siding •A variety of color scheme options •Horizontal and vertical articulation •Compatible materials with community character 234 Exterior Elevation Note: This photograph is not representative of material or color selections 235 Open Concept Home 236 Open Concept Home 237 Large Bedrooms with Walk-in Closets 238 Amenities 239 Community Clubhouse 240 Clubhouse Community Room and Cafe 241 Resort-Style Swimming Pool 242 24-Hour Fitness Center 243 Car Care Center 244 Pet Playground 245 Discussion 1.EAW Discussion 2.CR 30 Access 3.Variance Request – Covered Parking 246 Springs Apartments | Owned and Operated by Continental Properties 247 Questions? Contact Me! Brett Mozzetti Development Associate bmozzetti@cproperties.com 248 Memo To: Kevin Mattson, PE, Public Works Director From: Steve Hegland, PE Project: Springs at Corcoran Concept Plan Review Date: April 14, 2025 Exhibits: This Memorandum is based on a review of the Springs at Corcoran concept plan from Continental Properties with the following documents. a. Site Plan – Springs at Corcoran – dated April 2, 2025 b. Public Utility Concept Layout – Spring at Corcoran – dated April 2, 2025 c. Acreage Exhibit – Springs at Corcoran – dated March 24, 2025 Comments: General: 1. Comments provided are preliminary based on the Concept Plan provided. Additional comments should be anticipated on future submittals that include more details of the development. 2. In addition to engineering comments, the proposed plans are subject to review for compliance with planning, zoning, and land-use requirements, and shall meet other applicable codes of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 3. A feasibility study will be conducted on the development with the preliminary plat approval to review the development’s impacts on transportation, stormwater, and public utility systems. 4. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. o Watershed process will first involve receiving City authorization to submit to ECWMC. Plat: 5. The applicant shall show all drainage and utility easements on future submittals, and all platting requirements shall be met per the City Code. 6. Easements should be provided over all infrastructure used for the maintenance, conveyance and treatment of stormwater. 7. Easements should be provided over any/all public infrastructure as applicable. 8. Any existing easements should be provided to the City for review. Vacation of existing easements currently in place requires a City process and should be identified in the project schedule. 9. A ghost plat may need to be provided for the area adjacent to buildings #6 and #10 to show how residential lot could be serviced if served by local road in future. 249 April 2025 Springs at Corcoran Concept Kevin Mattson Page 2 of 3 Transportation 10. The necessary roadway improvements to support the development will be reviewed with the feasibility study. This may include improvements to County Road 30 and or turn lane improvements into the site. 11. Appropriate ROW for County Road 30 will be dedicated with this project and shall be approved by Hennepin County. 12. Development access to County Road 30 will need to be approved by Hennepin County. Reference Hennepin County comments for feedback on initial proposed access location. 13. The internal roadway connection to the “Future Business Park” is shown further south than what was shown on the previously submitted Oswald concept. This access location would require modifications to that layout. 14. The proposed internal roadway shown exiting the Mama G’s cul-de-sac to the west and turning north could be removed if both the proposed 2.42 and 2.23 acre lots were to be accessed from the cul-de- sac. 15. A temporary turn cul-de-sac/turn around may be required at the connection to the Future Business Park. Stormwater 16. A stormwater management plan will be required for this development in accordance with City of Corcoran and Elm Creek Watershed Management Commission Standards. 17. Reference the City of Corcoran Stormwater Guidelines for Development Review for standards for stormwater systems and modeling. 18. Wetland delineations for this site have been completed and any impacts will follow WCA protocols. 19. The wetland buffer zones and wetland buffer signage shall be clearly identified and labeled. If existing vegetation is proposed to be used as wetland buffer, these areas shall be reviewed with the City of Corcoran wetland specialist to determine if they are viable candidates. 20. Site plans shall identify stormwater access routes to the ponds and all features of the stormwater management system. 21. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the city engineer. 22. If filtration is required by ECWMC for the site, the City strongly prefers a NURP pond with filter bench (offset to one side of the pond) be used with adequate maintenance access. The filter bench design is efficient from land use and requires less future maintenance as compared to other treatment options. 23. Due to the rural nature of Corcoran conveyance systems, offsite receiving waters will be evaluated to understand any impacts from additional drainage. 24. Stormwater detention ponds are shown on the concept plan. Pond designs would need to be completed as submittals move forward. Sanitary Sewer & Watermain 25. Looped watermain connections shall be provided at both tie-ins to the adjacent Bellwether development. 26. The watermain shall be connected to the watermain stub in Bellwether 8th addition. This would include stubbing the watermain north up the public street between buildings 12 and 13. 250 April 2025 Springs at Corcoran Concept Kevin Mattson Page 3 of 3 27. The water system shall be reviewed at the time of the feasibility study to determine if additional looping is necessary for adequate water service. 28. The trunk watermain at the Bellwether development shall be stubbed South through the development and to the western boundary. During the feasibility study, the sizing and routing shall be reviewed. 29. A watermain stub shall be provided at the tie-in to future development to the west. 30. Preliminary utility routing should be shown over the future commercial development area. 31. The internal sanitary sewer and watermain networks will be reviewed by the City determine if the networks shall be private, or if additional sanitary sewer and watermain shall be publicly owned infrastructure. 251 From:Matt Gottschalk To:Seth Gellman; Natalie Davis; Dwight Klingbeil; Kendra Lindahl Forwarding; Hegland, Steven; Torve, Kent; Anthony.Kaster@stantec.com; Kevin Mattson; Lauren Letsche; Ryan Burns; Transportation.Plats Subject:Re: 25-008 Revised Continental Concept Plan Date:Friday, April 4, 2025 8:38:49 AM Attachments:image001.png Outlook-xicsi4xj.png Outlook-ofrkbxjx.png Outlook-Logo__Desc.png Public Safety comments from the 4/2/25 Public Safety Plan Review still stand. On street parking to meet their parking requirements doesn't work. We prohibit overnight on- street parking during the winter. 71.01: RESTRICTED PARKING. A. No person shall park a motor vehicle on any public street within the city between the months of November 1 and April 1, between the hours of 1:00 AM to 7:00 AM. Penalty, see ' 10.99 B. No parking on any city street shall be allowed at any times if snowfall is 2” or greater. This will be in effect until such roads are plowed and snow has been removed from such roads. C. No vehicle of 10,000 gross weight or greater shall park on any city street unless authorized by the Police Chief or Public Works Director. Thanks. Matt Matthew R. Gottschalk | Director of Public SafetyCity of Corcoran | 8200 County Road 116 | Corcoran, MN 55340 Phone: (763) 420-8966 | mgottschalk@corcoranmn.gov | | From: Seth Gellman <SGellman@corcoranmn.gov> Sent: Thursday, April 3, 2025 4:30 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Dwight Klingbeil <DKlingbeil@corcoranmn.gov>; Kendra Lindahl Forwarding <klindahl@landform.net>; Hegland, Steven <steven.hegland@stantec.com>; Torve, Kent <kent.torve@stantec.com>; Anthony.Kaster@stantec.com <Anthony.Kaster@stantec.com>; Kevin Mattson 252 <kmattson@corcoranmn.gov>; Lauren Letsche <LLetsche@corcoranmn.gov>; Matt Gottschalk <mgottschalk@corcoranmn.gov>; Ryan Burns <rburns@corcoranmn.gov>; Transportation.Plats <transportation.plats@hennepin.us> Subject: 25-008 Revised Continental Concept Plan Good afternoon all, Please see attached for 25-008 Continental Concept Revised Plan. Please submit all comments by 04/14/2025 as this will be going to Council on April 24th. Thank you! 253 INTERSTATE 94 97TH AVE N 101ST AVE 10 5 T H A V E 100TH AVE S T I E G R D TR O Y L N LA W N D A L E L N FL E T C H E R L N MYSTIQUE DR 610 30 BR O C K T O N L N SUBJECT PROPERTY CITY OF MAPLE GROVE CITY OF CORCORAN CITY OF RODGERS CITY OF DAYTON Mo n d a y , M a r c h 2 4 , 2 0 2 5 1 0 : 5 8 : 0 2 A M C: \ U s e r s \ j g u s e \ C o n t i n e n t a l P r o p e r t i e s \ C A D - D o c u m e n t s \ M i n n e s o t a \ C o r c o r a n \ 9 7 t h A v e _ B r o c k t o n L n _ N W C \ d w g \ C P _ d r a w \ 0 4 _ D 1 \ 9 7 t h A v e _ B r o c kt o n L n _ N W C _ D 1 - 1 . 0 . d w g CONTINENTAL FUND928 LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 ON BEHALF OF PROJECT INFORMATION SHEET NUMBER SP R I N G S A T C O R C O R A N N 9 7 T H A V E - N B R O C K T O N L N - N W C | CO R C O R A N , M N CO N T I N E N T A L 9 2 8 F U N D L L C SHEET INFORMATION DRAWN DATE: DRAWN BY: LOCATION MAP 03/24/2025 JWG EX-1.0 EXHIBIT A 254 97TH AVE N CA R WA S H E&M PROPERTY ±34.54 AC. (INCLUDES FUTURE PUBLIC R.O.W. DEDICATION) CONTINENTAL PROPERTY ±32.59 AC. (INCLUDES FUTURE PUBLIC R.O.W. DEDICATION) FUTURE PUBLIC R.O.W. DEDICATION ±3.64 AC. FUTURE PUBLIC R.O.W. DEDICATION ±3.51 AC. FUTURE COMMERCIAL BY OTHERS BR O C K T O N L A N E N ACREAGE EXHIBIT CORCORAN - MINNESOTA 3/24/2025 0 100 200 400 SCALE 1" = 200'NORTH EXHIBIT B 255 3 4 5 6 8 9 2 CA R WA S H DETENTION ±0.17 AC. BLDG #8 BLDG #9 BLDG #7 BLDG #10 BLDG #6 BLDG #5 BLDG #4 BLDG #3 BLDG #2 BLDG #1 BLDG #12BLDG #13 BLDG #11BLDG #14 12G 12G 8G 12GS CE D A R A V E BR O C K T O N L A N E N E L M L N 99TH PLACE DETENTION ±1.80 AC. DETENTION ±1.31 AC. DETENTION ±1.18 AC. 97TH AVE N SELLER RETAINED COMMERCIAL FUTURE PUBLIC ROADS BY CONTINENTAL EXISTING UNDISTURBED WETLAND ±0.02 AC. EXISTING DISTURBED WETLAND ±0.37 AC. FUTURE COMMERCIAL BY OTHERS MAMA G'S COMMERCIAL ±5.19 AC. EXISTING WETLAND EXISTING WETLAND COMMERCIAL ±2.12 AC. COMMERCIAL ±2.42 AC. COMMERCIAL ±2.23 AC. FUTURE BUSINESS PARK COMMERCIAL ±1.98 AC. BELLWETHER SUBDIVISION EXISTING UNDISTURBED WETLAND ±5.60 AC. EXISTING UNDISTURBED WETLAND ±0.34 AC. 1 FUTURE PUBLIC ROADS BY CONTINENTAL 25' LOCAL ROAD FRONT BUILDING & PARKING SETBACK 7 25' LOCAL ROAD FRONT BUILDING & PARKING SETBACK 60' CTY RD 30 (97TH AVE N) FRONT BUILDING SETBACK 25' CTY RD 30 (97TH AVE N) PARKING SETBACK EXISTING DISTURBED WETLAND ±0.52 AC. 97TH AVE N 101ST AVE 105 T H A V E 100TH AVE ST I E G R D TR O Y L N LA W N D A L E L N FL E T C H E R L N MYSTIQUE DR 610 30 BR O C K T O N L N SUBJECT PROPERTY CITY OF MAPLE GROVE CITY OF CORCORAN CITY OF RODGERS CITY OF DAYTON 1 7 8 9 LEGEND DOUBLE SIDED MONUMENT SIGN DOUBLE SIDED MONUMENT SIGN RETAINING WALL SYNTHETIC TURF PET PLAYGROUND EV CHARGING 3 2 CLUBHOUSE MAIL KIOSK 4 5 6 GROUNDS BUILDING TRASH ENCLOSURE SYNTHETIC TURF PET PLAYGROUND We d n e s d a y , A p r i l 2 , 2 0 2 5 3 : 5 7 : 2 6 P M C: \ U s e r s \ j g u s e \ C o n t i n e n t a l P r o p e r t i e s \ C A D - D o c u m e n t s \ M i n n e s o t a \ C o r c o r a n \ 9 7 t h A v e _ B r o c k t o n L n _ N W C \ d w g \ C P _ d r a w \ _ C o l o r e d S i t e P l a n s \9 7 t h A v e _ B r o c k t o n L n _ N W C _ D 1 - 2 . 0 _ C S P . d w g CONTINENTAL FUND928 LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 ON BEHALF OF PROJECT INFORMATION SHEET NUMBER SP R I N G S A T C O R C O R A N N 9 7 T H A V E - N B R O C K T O N L N - N W C | CO R C O R A N , M N CO N T I N E N T A L 9 2 8 F U N D L L C SHEET INFORMATION DRAWN DATE: DRAWN BY: SITE PLAN 04/02/2025 JWG D1-2.0 VICINITY MAP SCALE: NTS 0 125 250 500 SCALE 1" = 250'NORTH EXHIBIT C 256 Mo n d a y , M a r c h 2 4 , 2 0 2 5 9 : 4 2 : 0 6 A M Dr a w i n g 2 . d w g CONTINENTAL FUND928 LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 ON BEHALF OF PROJECT INFORMATION SHEET NUMBER SP R I N G S A T C O R C O R A N N 9 7 T H A V E - N B R O C K T O N L N - N W C | CO R C O R A N , M N CO N T I N E N T A L 9 2 8 F U N D L L C SHEET INFORMATION S20-8 EXHIBIT EX-1.1 6&$/( $ )5217(/(9$7,21 6&$/( $ 5,*+7(/(9$7,21 6&$/( $ /()7(/(9$7,21 6&$/( $ 5($5(/(9$7,21 EXHIBIT G Hardie fiber cement board in variable applications (Typ) EXHIBIT F 257 Mo n d a y , M a r c h 2 4 , 2 0 2 5 9 : 4 4 : 0 3 A M Dr a w i n g 2 . d w g CONTINENTAL FUND928 LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 ON BEHALF OF PROJECT INFORMATION SHEET NUMBER SP R I N G S A T C O R C O R A N N 9 7 T H A V E - N B R O C K T O N L N - N W C | CO R C O R A N , M N CO N T I N E N T A L 9 2 8 F U N D L L C SHEET INFORMATION SCH-B EXHIBIT EX-1.3 6&$/( $ )5217(/(9$7,21 6&$/( $ 5($5(/(9$7,21 *$60(7(5/ 3/80%,1*' :,7+(/(9$7 6&$/( $ 5,*+7(/(9$7,21 6&$/( $ /()7(/(9$7,21 EXHIBIT G 258 Mo n d a y , M a r c h 2 4 , 2 0 2 5 9 : 4 4 : 0 3 A M Dr a w i n g 2 . d w g CONTINENTAL FUND928 LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 ON BEHALF OF PROJECT INFORMATION SHEET NUMBER SP R I N G S A T C O R C O R A N N 9 7 T H A V E - N B R O C K T O N L N - N W C | CO R C O R A N , M N CO N T I N E N T A L 9 2 8 F U N D L L C SHEET INFORMATION SCH-B EXHIBIT EX-1.3 83 83 83 83 83 83 8383 83 83 83 83 ˠˡˢˣˤ˥˦˧˨ˠ˟ D N 81,7'& *$5$*('& * *$5$*(*& * *$5$*(*2 * *$5$*('& * 81,7'& *$5$*(*2E *E *$5$*(*2D *D *$5$*(*& **$5$*(*& * 81,7*& 81,7*& 81,7*& 81,7*& 81,7'& 81,7*& $ BBBBBBBBB $ BBBBBBBBB $ BBBBBBBBB $ BBBBBBBBB $ BBBBBBBBB $ BBBBBBBBB $ BBBBBBBBB $ $ $ $ 0 , 1 :':':: : ::5 : : :' :5 :5 ::' : : :5 : :' : : :' :5 :5:5 :5 :':':5:' :5 :5:5 :5 :' :5 :5 0 , 1 % % % % % % % % % % % % % % % % % BBBBBBBBB $ %% % '6 '6 '6 '6 '6 '6 '6 '6 '6'6 '6 '6 '6 '6 '6 '6 '6 '6 :5: :5 7 7 7 7 7 7 7 7 7 6&$/( ),567)/2253/$1 127( 1257+$552: 25,(17$7,219$5,(6$7 ($&+%8,/',1*6((* * $ $ BBBBBBB $ $$$$ $$ $$ $$ $$ BBBBBBB $ TANDEM GARAGE TANDEM GARAGE 259 STAFF REPORT Agenda Item: 7.b Council Meeting: April 24, 2025 Prepared By: Natalie Davis Topic: Kwik Trip (City File No. 23-006) Action Required: Decision Summary The applicant, Kwik Trip, Inc., requests approval of a land use application involving three existing properties at the northwest corner of County Road 30 and County Road 101, including the Mama G’s restaurant site at 9705 County Road 101. All three properties are currently owned by Mama G’s Properties LLC. The land use application includes the following components: A preliminary plat to consolidate a platted lot with an unplatted parcel and address an access change for Mama G’s. A conditional use permit (CUP) for a motor fuel station and a car wash. Site plan approval. Three variance requests for Mama G’s: A reduced building setback from County Road 101. A reduced parking setback from County Road 101. A deferment for connecting to Corcoran municipal sewer and water. Options 1. Approve resolutions as proposed. 2. Approve resolutions with amendments. 3. Provide findings of fact to staff to bring back a denial resolution at the May 8, 2025, regular meeting. Recommendation The Planning Commission and staff recommend approval of Resolution 2025-24 approving the Kwik Trip Preliminary Plat, 2025-26 approving a CUP and Site Plan, and Resolution 2025-26 approving 2 variances and denying the variance to defer connection to City utilities for Mama G's. Council Action The Planning Commission and staff recommend approval of Resolution 2025-24 approving the Kwik Trip Preliminary Plat, 2025-26 approving a CUP and Site Plan, and Resolution 2025-26 approving 2 variances and denying the variance to defer connection to City utilities for Mama G's. Attachments 1. 2025-04-24 Kwik Trip City Council Staff Report.pdf 2. 2025-04-22 Public Comment_Delgany - Kwik Trip.pdf 260 Page 1 of 41 STAFF REPORT Agenda Item 7a. City Council Meeting: April 24, 2025 Prepared By: Natalie Davis McKeown Topic: “Kwik Trip” Preliminary Plat, Site Plan, CUP, Variance (PIDs 12-119-23-14-0004, 12-119-23-14-0005, 12-119-23-14-0006) (City File No. 23-006) Action Required: Decision Review Deadline: May 14, 2025 1. Request The applicant, Kwik Trip, Inc., requests approval of a land use application involving three existing properties at the northwest corner of County Road 30 and County Road 101, including the Mama G’s restaurant site at 9705 County Road 101. All three properties are currently owned by Mama G’s Properties LLC. The land use application includes the following components: - A preliminary plat to consolidate a platted lot with an unplatted parcel and address an access change for Mama G’s. - A conditional use permit (CUP) for a motor fuel station and a car wash. - Site plan approval. - Three variance requests for Mama G’s: o A reduced building setback from County Road 101. o A reduced parking setback from County Road 101. o A deferment for connecting to Corcoran municipal sewer and water. 2. Context Background Mama G’s was established in 1968 according to their website. The “Mama G” plat was approved in 1992. A variance was granted in 1994 to reduce the required front yard setback of 60’ to 52’ to allow a 42’ expansion. The City of Corcoran entered into an Figure 1 Project Site Northwest Corner of CR 30 and CR 101 261 Page 2 of 41 agreement in 1998 with Maple Grove that allows Mama G’s to be served by Maple Grove municipal utilities since Corcoran did not yet have municipal utilities. This agreement is still in place today. Zoning and Land Use All three properties that comprise the project site are guided for commercial and are currently zoned Community Commercial (C-2). This district is intended to provide for a variety of retail and service businesses serving the region, which are oriented towards motorists and require high volumes of traffic and visibility from major roads. The properties are also subject to the Northeast District Plan and Design Guidelines (NE District Plan). The properties are within the Metropolitan Urban Service Area (MUSA) and Phase 1 of the 2040 Staging Plan. The southern property contains Mama G’s. The middle property is mostly vacant but contains a portion of the parking lot that serves Mama G’s that looks to have been established sometime between 1989 and 2000 based on aerial images of the property from Hennepin County. The northern property is currently vacant. Surrounding Properties The existing land use, guiding, and zoning of the immediate surrounding properties are provided in the table below: Direction Existing Land Use Guided Land Use in 2040 Comp Plan Zoning District North Agriculture Commercial C-2 East Residential rowhomes (3- units attached) Maple Grove Maple Grove South Agriculture Commercial C-2 West Agriculture Commercial C-2 Natural Characteristics of The Site Figure 2 Natural Resource Inventory Areas Map 262 Page 3 of 41 The 2040 Comprehensive Plan’s Natural Resource Inventory Areas map reflects a Wet Prairie near the southern property line of the Mama G’s parcel. A wetland delineation was completed on this property and finalized in September 2023. This process confirmed a sliver of a wetland in the southeast corner of the Mama G’s site. 3. Planning Commission Review The Planning Commission held a public hearing on this item at their regular meeting on March 6, 2025. Several members of the public spoke on this item in addition to submittal of public comment letters that were included in the packet or shared with the Planning Commission prior to the meeting if received after the packet was published. The primary concerns stated on the proposed development included traffic, light pollution, and noise. After an in-depth discussion, the Planning Commission recommended approval based on the staff recommendation on a 3-1 vote. Commissioner Lind voted against the motion to recommend approval based on the staff recommendation as she wanted to recommend approval of the variance for Mama G’s to defer connection to the City of Corcoran’s municipal utilities (staff recommendation was denial of this variance request). 4. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, other City Code requirements, and City policies. A review of the plans was coordinated with the City’s Engineering and Public Safety teams, and their comments are incorporated into this staff report. Detailed comments are attached in the Engineer’s Memos and Public Safety Memo. The approval conditions require compliance with these memos. A. Level of Discretion in Decision-Making The City’s discretion in approving a preliminary plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinances. If it meets the standards, the City must approve the preliminary plat. The City’s discretion in approving or denying a CUP is based on whether the proposal meets the standards outlined in the City Code. If it meets these standards, the City must approve the CUP. The City’s discretion in approving or denying a site plan is limited to whether the proposal meets the performance standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City has a relatively high level of discretion in approving or denying a variance. The burden of proof is on the applicant to show the variance standards are satisfied. B. Preliminary Plat 263 Page 4 of 41 The proposed preliminary plat results in two lots by combining an unplatted property with a platted lot. The second lot is the Mama G’s restaurant site. The Mama G’s restaurant site was included in the plat in order to address access for both proposed sites. In order for the Kwik Trip site to obtain accesses deemed necessary for the functionality of their site, the County required closure of Mama G’s existing two accesses directly on to County Road 101. New accesses to Mama G’s will be provided as part of the plat, and this is discussed in the subsequent Access, Streets, and Sidewalks section of the analysis. Lot Analysis The C-2 district has the following minimum lot standards: Standard C-2 Minimum Proposed Lot 1 (Kwik Trip) Proposed Lot 2 (Mama G’s) Lot Area 1 acre 3.89 acres 3.72 acres Lot Width 100’ 405’ (north property line) 380’ (east property line) Lot Depth 200’ 393’ 419’ Principle Structure Setbacks: - Front (Major Roadway) 100’ 190.1’ (east) 19.8’ (east) - Front (Other Streets) 25’ 144.6’ (north) 115.6’ (west) 264.65’ (north) - Side and Rear 20’ 209.9’ (south) 27.7 (south) 350’ (west) - Adjacent to Residential 50’ N/A N/A The building location for Mama G’s is not changing, but additional right-of-way (ROW) is required for County Road 101 with the plat. The preliminary plat shows a dedication of 32’ for additional County Road 101 ROW on the Mama G’s parcel to accommodate a 65’ half ROW. With this new ROW, the building setback is reduced from 52’ to 19.8’. A variance for this setback will be required in order for the restaurant to remain in its existing location. This will be discussed further in the variance analysis of this report. The rest of the minimum lot size and setback standards for principal structures are satisfied with the current proposal. Access, Streets, and Sidewalks Mama G’s currently has two direct accesses on County Road 101. In discussions with Hennepin County, the two existing access for Mama G’s will be closed in favor of two new access points on to County Road 101 to serve the new plat. There will be a full access via a new public street constructed partially along the northern project boundary. This street will then wrap around Kwik Trip to travel north-south culminating in a cul-de- 264 Page 5 of 41 sac with access provided to the northwest corner of the parking lot for Mama G’s. Kwik Trip, Mama G’s, and Ebert (the property owner of the agricultural land that wraps around the project site to the north, west, and south) reached an agreement to allow half of the new roadway to be located on Ebert’s property. The road must be constructed as part of the development, and a roadway easement in favor of the City for Ebert’s portion of the road is a condition of approval. The second access point on County Road 101 will be a shared access between Kwik Trip and Mama G’s and is partially located on both properties along the shared property line. This access will be a right-in, right-out only. A shared access agreement is required as a condition of the plat. Once the new access is established for Mama G’s, a condition of approval is for the existing accesses to be closed. Since Kwik Trip is ultimately the applicant, a right to entry agreement between Mama G’s, Kwik Trip, and the City is required in order to ensure the applicant and the City have a mechanism to access the site to complete this work. Hennepin County provided feedback that as part of the removal of the driveways, the ditches must be regraded in addition to removing the pavement to avoid people utilizing the previous accesses. Additional improvements along County Road 101 based on comments from Hennepin County and consistent with the results of the City’s Infrastructure Feasibility Study are as follows: - A raised concrete median on County Road 101. - Northbound turn lane at the north access point. - The need for southbound turn lanes will continue to be reviewed but was noted as likely at both accesses into the site. - The turn lanes and center median designs will require approval by Hennepin County. Further, the Engineering Memo provides that eastbound left and right turn lanes will be required on the northern access road connection to County Road 101. There is a 65’ half ROW shown on County Road 101 after dedication from the proposed plat. However, Hennepin County provided a letter in April 2024 that was open to a reduced ROW as low as 55’ with a 10’ trail easement. After reviewing the plans, the resolutions include a condition of approval to revise the plat and plans to reflect a 55’ ROW and 10’ trail easement to utilize the flexibility offered by the County in their memo to the City from April 2024 as it will assist both sites with setback requirements. The plat reflects an 80’ ROW to be dedicated between Kwik Trip and Ebert along the north property line of the project. The road will need to be constructed to the collector street standard in the NE District Plan as shown below, including a multi-use trail on one side of the street and a sidewalk on the opposite side of the street: 265 Page 6 of 41 Figure 3 NE District Plan Collector Street Standard As the new roadway turns to the south, the ROW to be dedicated by Kwik Trip and Ebert is reduced to the local street standard of 60’. The road must be constructed to the local street standard in the NE District Plan as shown below, including a sidewalk on both sides: Figure 4 NE District Plan Local Street Standard The plans must be updated to reflect the NE District Plan street design requirements. However, there is a slight conflict between the local street standard in the NE District Plan and the Engineering standard for commercial streets. The NE District Plan calls for a 60’ ROW for local streets whereas the Engineering standard requires a 66’ ROW for commercial streets. As a compromise between these two standards, a 60’ ROW was determined to be sufficient as long as there is no street parking. Both sides of the street must be signed for no parking. Utilities The Infrastructure Feasibility study completed by the City provides that existing sewer and water infrastructure is relatively close to the site. Kwik Trip will be responsible for extending utilities to serve the site. The Engineering Memo identifies a number of technical items related to municipal sewer and water for the site that must be addressed 266 Page 7 of 41 as the project moves forward in the review process. At this point, Corcoran’s municipal water system is expected to be operational in spring of 2025. A condition of approval is that a building permit cannot be issued until Corcoran’s water system is operational. Mama G’s is currently served by Maple Grove for water and sewer as the result of an agreement in 1998 that provided them with this service. However, the City Code requires Mama G’s to connect to Corcoran’s system since utilities will be made available to the site as a part of this project. Mama G’s requested a variance from this standard which is discussed in the variance section of this report. Regardless of whether the variance is granted, the Engineering Memo states that the watermain shall be extended to be accessible to and from the Mama G’s parcel, and the sanitary sewer main must be extended to be available for the Mama G’s property or future redevelopment of that property. Stormwater An Engineering Memo dedicated to stormwater is attached to this report. There are several technical aspects within the memo that must be resolved for the project to move forward. Compliance with this memo is a condition of approval. The NE District plan also requires non-residential uses to submit a Chloride Management Plan. This is included as a condition of approval in the resolution for both Kwik Trip and Mama G’s. Wetlands A wetland delineation for this site was completed in September 2023. One wetland was found in the vicinity of the project. The boundary of this wetland slightly clips into the southwest corner of the Mama G’s restaurant property. Figure 5 Delineated Wetland Boundary 267 Page 8 of 41 This wetland is subject to the Wetland Overlay district (Section 1050.010). This includes wetland buffers, wetland buffer monument signs, and an additional 15’ structure setback from the edge of the buffer. According to the wetland delineation, it appears Wetland 1 is located within the Mama G’s lot. If this is the case, wetland buffer with monuments must be established from the delineated boundary of the wetland edge. The resolution of approval for the preliminary plat requires the survey and preliminary plat be updated to include the delineated wetland boundary. If the boundary intersects with the property line, wetland buffers and monuments are required. The size of the buffer is dependent on the quality of the wetland. The City’s Natural Resources Community Quality Ranking map is based on the City’s quality assessment of known wetlands within the City. The delineated wetland within the project boundaries is shown to be of a low quality on the City’s map. The following buffer requirements will be applied: Requirement Low Quality Wetland Buffer Average Width 15 feet Wetland Buffer Width (Min.) 10 feet Wetland Buffer Width (Max.) 20 feet Structure Setback from Buffer 15 feet Total Buffer and Structure Setback (Average) 30 feet *A 5-foot setback is required for roads and parking lots. The preliminary plat must be revised to show the wetland boundary, proposed wetland buffer, and wetland buffer signs as required by Section 1050.010. The applicant’s surveyor must also confirm the minimum and maximum buffer dimension and certify the overall average of the buffer width to confirm compliance with this standard. Finally, a Buffer Establishment Plan must be submitted by the applicant to comply with the City’s Figure 6 Natural Resources Community Quality Ranking Map 268 Page 9 of 41 Buffer Vegetation Establishment Plan Policy for review and approval by the City’s Wetland Consultant. Easements The plat must provide drainage and utility (D&U) easements for the following: - Along the perimeter of the lot lines. - Around the pond high water level (HWL). - All pond access routes. - All public utilities not located in the ROW. - Over wetland boundaries and wetland buffers. Park Dedication The 2040 Parks and Trails Map provides guidance to the City for acquiring land for parks and trails. No parks or off-road trails are shown within the vicinity of this project. A proposed on-road trail is shown within the right-of-way along County Road 101. The proposed 55’ half ROW with a 10’ trail easement will allow for the anticipated trail corridor as planned. The developer will not be responsible for constructing the on-road trail. This will be handled as a larger road improvement project for County Road 101. On-road trails do not count towards park dedication credit because they are located within the ROW or within a public easement. Park dedication is anticipated to be handled entirely as cash-in-lieu of land. The 2025 fee schedule provides that the park dedication fee for commercial uses is $5,866 per acre. Park dedication was already paid on the previously platted lots as confirmed in the approving resolution for the Mama G plat that is attached. However, park dedication will be due on the net acreage of the currently vacant parcel that will be combined with Lot 1, Block 1 of the Mama G plat. The portion of the plat subject to park dedication is estimated at 2.76 acres. Park dedication is based on the adopted fee schedule in place Figure 7 2040 Parks and Trails Map 269 Page 10 of 41 at the time of the final plat, which is subject to change, but for discussion purposes, the anticipated formula is as follows: - 2.76 pre-developable net acres x $5,866 = $16,190.16. C. Conditional Use Permit The applicant proposes a convenience store with a motor fuel station and single-bay carwash. It is expected their will be daily deliveries to allow regular deliveries of fresh food and ensure high quality food is sold at the store. The requested hours for operations are 24 hours for all uses. The types of products that will be sold include fresh produce, bakery and dairy items, hot and cold food and beverages, fresh meat and other groceries, tobacco products, lottery tickets, convenience store merchandise, alcohol, gasoline, diesel, ice, and propane. The motor fuel station and carwash are allowed uses within the C-2 district with approval of a CUP. Both uses outline specific standards that must be satisfied in addition to the general evaluation criteria for CUPs in Section 1070.020 of the Zoning Ordinance. Findings of fact for the CUP must analyze how the use fits on the specific site proposed. Motor Fuel Station Per Section 1040.110, Subd. 4, para. K, a motor fuel station must comply with the following standards: 270 Page 11 of 41 1. That the proximate area and location of space devoted to non-automotive merchandise sales shall be specified in the application and in the conditional use permit. Exterior sales or storage shall be only as allowed by the conditional use permit. The project narrative provides that 3,765 sq. ft. of the convenience store will be used for non- automotive merchandise. This leaves 270 sq. ft. of the store dedicated to automotive merchandise. An exhibit was also provided confirming the areas dedicated to each type of product. The project narrative states that outside merchandising of products is requested to include two ice chests and one propane cage located next to the store, as well as exterior merchandising proposed underneath the fuel canopy. This is best shown on the site keynote plan. Figure 8 Automotive vs. Non-Automotive Retail Sales Figure 9 Site Keynote Plan Red Circled Area for Exterior Sales 271 Page 12 of 41 2. The off-street loading space(s) and building access for delivery of goods shall be separate from customer parking and entrances and shall not conflict with customer vehicles and pedestrian movements. The proposed off-street loading space is on the south end of the building separate from the customer parking areas and north of the car wash lane. It has a dedicated entrance per the floor plan and does not conflict with customer vehicles or pedestrian movements to access the convenience store. If there is a delivery during a time of high queuing at the car wash, the delivery vehicle may have to wait for a break in the queuing in order to exit. It is recommended the store consider this limitation when scheduling deliveries to avoid times of the day where the car wash may be more utilized. Figure 10 Loading Zone 272 Page 13 of 41 3. Motor fuel facilities shall be installed in accordance with State and City standards. Additionally, adequate space shall be provided to access gas pumps and to allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access and other activities on the site. Fuel pumps shall be installed on pump islands. Ongoing compliance with State and City standards is a condition of approval for the CUP. There is a 10-dispenser fueling canopy located centrally on the site, east of the convenience store. There is 21.5’ of width between fuel pumps which allows for two private passenger vehicles to fuel side-by- side. Kwik Trip stated at the Planning Commission meeting that this is their standard width between fuel pumps. This width discourages driving vehicles between two side- by-side vehicles at the fuel pumps, and there is concern that if this width is increased, drivers will think there is enough space to drive between vehicles when there is not. The Planning Commission recommended a 21.5’ width based on this discussion with the applicant. Staff revised the resolutions of approval to reflect this change. Around the canopy, the drive aisle width between parking spaces is at least 37.5’ which more than comfortably allows two-way traffic to maneuver around the fuel pumps. The plans show the fuel pumps will be installed on raised concrete islands. The underground fuel storage tanks are shown to the south of the fuel canopy and look to create a conflict with the car wash queuing, especially in the circulation plan which shows the anticipated pathway for semi-trucks to service the tanks. Semi-trucks are shown to go in the opposite direction of the car wash queuing. The site appears to have room to add a lane to allow for two-way traffic and shift the fuel storage tanks further south to remove the Figure 11 Fuel Canopy 273 Page 14 of 41 conflict with the car wash queuing. This is a condition of approval in the resolution. 4. All buildings, canopies, and pump islands shall be located to comply with the minimum setback requirements of the zoning district in which they are located. Kwik Trip has a front setback on 3 property lines (north, east, and west). The fuel canopy and pump islands are 90’ away from the front property line along County Road 101 and well over the required 25’ setback required from the other front property lines. The canopy is also well over the 20’ setback required from the rear property lines (south). The 90’ setback from County Road 101 is allowed with enhanced landscaping provided along the property line for the length of the canopy which is shown on the landscaping plan. The building meets all setbacks from all property lines. The adjacent to residential setback does not apply since the immediate surrounding area adjacent to the plat is zoned C-2. 5. All canopy lighting for motor fuel station pump islands shall be recessed or shielded to provide a 90-degree cutoff. Illumination levels for pump islands shall not exceed 30-foot candles. The lighting plan provided with the application indicates LED lights will be mounted under the fuel canopy to ensure a 90-degree cutoff. A condition of approval is for the applicant to provide additional lighting details to confirm the canopy lighting is recessed. The applicant confirmed verbally at the Planning Commission meeting the proposed lighting is recessed. The lighting plan provides the following calculations for the illumination levels of the fuel canopy: Figure 12 Fuel Tanks 274 Page 15 of 41 Average 22.7 Maximum 30.0 Minimum 13.2 Max/Min 2.3:1 It is noted that the light fixtures for the fuel canopy are dimmed down to 60%. A condition of approval for the approval is that the lighting fixtures shall be dimmed as necessary to meet the shown meter readings provided in the light plan. 6. Litter Control. The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. The site plan and floor plan do not indicate trash receptacles. A condition of approval is for the site plan to be revised to show the proposed locations of exterior trash receptacles. Staff recommend locating a trash receptacle at each entrance of the building and near the outdoor picnic tables. The Planning Commission also recommended locating a trash receptacle near the entrance of the car wash. The resolution was updated to include these locations as a condition of approval. Car Wash Per Section 1040.110, Subd. 4, para. C, a car wash must comply with the following standards: Figure 13 Car Wash Floor Plan 275 Page 16 of 41 1. The site shall provide stacking space for the car wash. The amount of stacking space shall take into account the type of car wash and the amount of time it takes to wash a vehicle. Stacking spaces shall not interfere with parking spaces or traffic circulation. The area leading to the car wash entrance is indicated by a car wash arrow and is roughly 185 feet in length. This is enough space to fit 7 – 10 cars for stacking depending on the mix of vehicles. However, this area also appears to be in conflict with a shown pathway outlined for semi-trucks in the site circulation plan that are anticipated to enter in the site using the northwest entrance to access the fuel tanks before moving south to eventually exit using the right-in/right-out access on to County Road 101. There appears to be plenty of space to extend the curb further south to accommodate an additional travel lane in this area. The plan must be revised to allow for two- way traffic to remove the conflict with vehicle stacking for the car wash. 2. The exit from the car wash shall have a drainage system which is subject to the approval of the City and gives special consideration to the prevention of ice build-up during winter months. A drain is not identified at the exit in the site or floor plans provided for the car wash. A condition of approval is for the site plan and floor plan to be revised to reflect a drain in this area. Additionally, details must be provided by the applicant to ensure how ice build-up will be addressed. General Evaluation Criteria Both conditional uses are subject to the following criteria for all CUPs as outlined in Section 1070.020 of the Zoning Ordinance: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. Granting the CUP for a motor fuel station and car wash within the community aligns with the 2040 Comprehensive Plan. A gas station and car wash are consistent with the Commercial land use designation of the site which anticipates retail, office, and service uses. The CUP will support an established business at a viable location to meet the needs of the community and larger region as envisioned in the C-2 district. Additionally, granting the CUP is anticipated to create 35-40 new permanent jobs that can be available to the local community. This is consistent with Goal 3 of the Land Use Chapter in the 2040 Comprehensive Plan to create new land use opportunities to expand and diversify the City’s tax base by encouraging new commercial development. This is also consistent with the vision of the NE District Plan as a job creation zone. 276 Page 17 of 41 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 proposed conditional use will promote and enhance the welfare of the general public. The surrounding public will have convenient access to fuel, food, and other basic necessities. Even though it is a motorist focused use, the business will be accessible to those who choose to walk or use their bicycle as well. Granting the CUP does not appear to be detrimental or endanger public health, safety, morals, or comfort. Motor fuel stations are subject to strict state and federal regulations to ensure safety and environmental health. The proposed site does not include any existing wetlands or natural resource communities. The building design is primarily brick cladding providing a high-quality aesthetic. The proposed lighting plan and conditions of approval confirm downward-facing LED lighting is proposed to reduce light pollution at the fuel canopy. The lighting plan also confirms the proposal will not exceed 1-foot candle as measured from the centerlines of the public streets or the shared property line between Mama G’s and Kwik Trip. The nearest residential home from the proposed car wash exist is approximately 400-450’ away. The sound study completed by the applicant based on car washes at other Kwik Trip locations provides data to support that the noise levels from the car wash will be within the allowable range for a residential neighborhood during the daytime per the noise rules from the Minnesota Pollution Control. The applicant’s narrative explains they can install berms and/or fences to minimize noise from the car wash exit as well as limit the time of day/night the carwash dryers are able to run within a daily wash cycle. A condition of approval is for these strategies to be implemented to ensure compliance with nighttime decibel levels for the close by residential uses. The narrative also explains outdoor speakers at the fuel pumps are no longer utilized. Each fuel pump has a built-in speaker that is only activated once the dispenser is in use. This allows noise to only be present at the dispenser that is in use, and it also allows the volume to be regulated and changed from the store controls as needed. Guests can also choose to mute the sound at the dispenser as well. Additionally, the proposed site layout meets, if not exceeds all required setbacks and focuses on landscaping at the perimeter of the site which will further mitigate noise from the site. 277 Page 18 of 41 The Planning Commission recommended more landscaping, particularly coniferous trees, be placed on the northwest and east boundaries of the site to further mitigate noise and sound from the site. 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. The proposed 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. Gas stations can attract and compliment other businesses and increase land value in commercial and mixed-use districts and this site is immediately adjacent to land zoned for commercial and nearby land zoned for mixed use. The proposed use will provide a convenient option for customers, residents, and visitors of the area to meet their daily needs. The proposed architectural design is of high quality. The proposed light levels meet all requirements for uses at the property line or centerline of a public street. As discussed above, the site design and business model provide a number of strategies to mitigate noise from the site. 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. 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 development will result in a new roadway and bring utilities to the site that will allow for normal and orderly development with the surrounding properties. Motor fuel stations and car washes can attract and compliment other businesses in the area, and this site is located within a larger commercial district immediately adjacent to a mixed-use district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities can be reasonably provided to accommodate the proposed use. The applicant is responsible for completing all improvements identified in the feasibility study. The applicant proactively worked with surrounding property owners to obtain necessary easements. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 278 Page 19 of 41 The proposed conditions of approval ensure the use will conform to the applicable regulations of the C-2 district and the NE District as discussed in the subsequent site plan analysis of this report. 7. The conditional use and site conform to performance standards as specified by this Chapter. The proposed conditions of approval ensure the use will conform to the applicable performance standards as discussed in the subsequent site plan analysis of this report. D. Site Plan C-2 District Standards As noted in the preliminary plat section of this report, the dimensional requirements for the C-2 district are satisfied with the proposed site layout. However, there are two remaining site standards that must be addressed for the site plan for Kwik Trip: - Maximum impervious surface coverage of 80%. - Maximum principal building height of 35’. Calculations provided for the Kwik Trip site confirm a total impervious surface area of 95,894 sq. ft., which makes up approximately 53% of the site after ROW is removed. There is a slightly reduced impervious surface coverage percentage provided on a subsequent plan. The plan set must be revised to confirm consistent data and calculations are provided throughout. The plans for the building did not include a scale nor dimension the height. The site plan does provide the building height is 24’. This does need to be dimensioned on the building plans which must also include a scale. The height of the canopy is 15.5’, and the height of the car wash is 14’. A condition of approval is that building plans with a scale must be provided and dimension the building height as measured by the City’s definition of building height. Most of Mama G’s site will remain as is with the exception of the parking lot. The plans do not propose adding additional parking spaces, but staff believe parking spaces will need to be added to the site. This is discussed further in the parking section of this report. Impervious surface coverage calculations based on the new parking lot design for Mama G’s must be provided as a condition of approval. The building height of Mama G’s is not proposed to change. Engineering Design Standards 279 Page 20 of 41 As a general note, there are a number of detail plates included in the plan set for the site plan that do not match the City’s standard detail plates. A condition of approval is for the plan set to be updated to the City’s standard detail plates. Refuse Section 1060.020 of the Zoning Ordinance outlines the following standards related to refuse: - 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. The floor plans and renderings indicate an attached/interior trash enclosure for Kwik Trip which is in compliance with Section 1060.020. No changes are proposed regarding the trash enclosure for Mama G’s, which is believed to be a legal, nonconformity. Screening Section 1060.030 of the Zoning Ordinance provides underlying screening requirements for rooftop and ground mounted mechanical equipment. However, the NE District Plan has higher screening standards. The site plan shows a ground mounted transformer in the southeast corner of the site adjacent to the car wash lane. It seems likely that equipment not shown on the site plan will be handled as rooftop equipment, but more information must be provided. Per the NE District Plan, all utility service structures (such as utility meters, utility lines, transformers, aboveground tanks) and ground mounted equipment must be screened from off-site views utilizing a double row of landscaping, a privacy fence, or a wall that is at the same height as the structure it is screening or 6’, whichever is less. A chain link fence with slats shall not be accepted as screening. The landscaping plan must be revised to show this screening as a condition of approval. The visual impact of rooftop equipment shall be minimized using one of the following methods: 1. A parapet wall. 2. A fence, the height of which extends at least one foot above the top of the rooftop equipment and incorporates the architectural features of the building. 3. The rooftop equipment shall be painted to match the roof or the sky, whichever is most effective. More information is needed to confirm compliance with this standard, but it appears the style of roof proposed could provide screening that satisfies this standard. A condition of approval is for a roof plan to be submitted so that any rooftop mechanical equipment and the proposed screening method can be confirmed. 280 Page 21 of 41 The NE District Plan also requires overhead doors to be oriented away from County Roads or residential property wherever reasonable, as determined by the City. The plan includes an overhead door on the north and south facades of the building for the car wash. The doors are not oriented to County Road 101, and the property to the north and south is zoned C-2. The plan complies with this standard. Lighting Section 1060.040 of the Zoning Ordinance provides performance standards for lighting. There are no proposed changes to Mama G’s lighting. Any light, or combination of lights shall not exceed one foot-candle (meter reading) as measured form the property line or the centerline of a public street. The applicant submitted a light plan for Kwik Trip that shows compliance with this standard. It is noted that two of the light fixtures for the fuel canopy are dimmed down to 60%. A condition of approval for the approval is that the lighting fixtures shall be dimmed as necessary to meet the shown meter readings provided in the light plan. Other general performance standards include that the light fixtures and freestanding luminaires shall have a cutoff angle of less than or equal to 90 degrees. The lighting fixtures for the lot are noted on the lighting plan and will comply with this standard. The building also utilizes recessed downlights which will comply. The height of a freestanding luminaire shall not exceed 30’ or extend above the roofline of the principal building, whichever is less. The lot light detail provided confirm the freestanding luminaires will have an overall height of 19’ (16’ tall pole with a 3’ tall base). This is less than the height of the building and complies. The underlying performance standards for lighting state that all canopy lighting for motor fuel stations shall be recessed into the canopy. This is slightly different than the standard provided for motor fuel stations in the C-2 district which also allows for canopy lights to be shielded rather than recessed. The lighting plan provides fixtures that will be mounted under the gas canopy. However, it is unclear from the plans if these will be recessed. In order to comply with the underlying performance standards, the condition of approval is for plans and details to be updated to confirm the canopy lights will be recessed. The applicant did verbally confirm these lights are proposed to be recessed at the Planning Commission meeting. There will also be an LED strip mounted in the two gables to provide accent lighting for these architectural features. Accent lighting to highlight building facades or selected architectural features is allowed as long as the light source is shielded which should be accomplished by mounting the LED strip to the underside of the gable. The applicant must confirm the LED strip will be shielded to comply with a 90-degree cut off. The Engineering Memo provides that street lighting locations shall be reviewed by Public Safety at final plat. Final lighting locations will be determined at the time of permitting. It is anticipated one or more public streetlights will be required as part of this project. Building Standards 281 Page 22 of 41 The proposed convenience store is subject to the building standards for non-residential uses in Section 1060.050 of the Zoning Ordinance as well as the material standards in the NE District Plan. The proposed building consists of brick cladding, a green standing seam metal roof, and stucco accents. The siding meets the standards in 1060.050, Subd. 1(C). It also can comply with the NE District Plan as a Class I material, but more details are needed to confirm the cladding is at least 5/8” thick. Providing this detail is a proposed condition of approval. Figure 14 East Elevation The metal roof with the proposed slope is allowed as long as the following conditions are met: i. Color samples shall be provided for review and approval by the City Council as part of the site plan review. ii. Meet the standards adopted by the Minnesota State Building Code. iii. Have concealed fasteners. iv. Are high quality commercial thickness/weight. v. Have been treated with a factory applied color coating system against any fading or degradation. It appears that the proposed roof will be able to comply with these standards, but the use of concealed fasteners must be confirmed by the applicant as a condition of approval. Per the NE District Plan, no wall may have an uninterrupted length exceeding 80’ without including at least two of the following: changes in plane; changes in color, texture, materials, or masonry pattern; windows; or an equivalent element that breaks up the elevation. The east and north elevations are the longest elevations and exceed 80’ in length. The east elevation includes 12 windows and glass doors. Additionally, an archway over the entrance provides a change in planes and materials that break up the elevation. The north elevation includes 7 windows as well as a couple of glass doors (including a glass overhead door to the exit of the car wash) as well as another archway above three of the windows that provides a change in plane and materials. 282 Page 23 of 41 Figure 15 North Elevation The building at Mama G’s predates the current zoning ordinance and NE District Plan and is not changing as a result of the larger project. Therefore, it is not subject to the same design construction standards at this time. Parking – Kwik Trip Parking and loading standards are provided in Section 1060.060 of the Zoning Ordinance. Parking spaces and drive aisles are subject to the same front setback as required for principal buildings and 10’ setbacks from interior property lines. All of the parking complies with the required setbacks, except for the parking spaces along the east property line adjacent to County Road 101. The parking setback along County Road 101 can be reduced to 25’ with enhanced landscaping, but some of the stalls are currently shown with a setback of roughly 13’. With the required revision to revise the plans to reflect a 55’ half ROW, the parking stalls would have a setback of 23’ and still need to be shifted to the west by about two feet (at least in the northeast area of the site). The angle of parking shown on the site plan is 90-degrees which requires a stall width of 9’, a stall length of line/depth of 18’6”, and a drive aisle width of 26’. The proposed dimensions shown on the site plan meet if not exceed these standards. To calculate the required number of parking stalls, a table is included in the Zoning Ordinance that provides a formula based on land use. When a use is not specifically called out, the Zoning Administrator is authorized to refer to the most similar use while also consulting parking reference materials. The most similar use on the table to the proposal is Auto Service Stations, which provides the following formula: 4 spaces plus one for each service bay or wash bay. Facilities with convenience retail shall also comply with retail parking requirements. Services bays, as identified in the above paragraph, are bays where vehicles are brought in for repair, maintenance, or inspection. There are no service bays included with the proposed use. There is a single wash bay for the car wash. This equates to 5 parking spaces. For the retail parking requirements, the following is required: 283 Page 24 of 41 8 parking spaces plus one for each 200 sq. ft. of retail space and one parking space for each 35 sq. ft. of dining area. The application narrative noted a retail area of 4,035 sq. ft. However, this did not deduct the small snack table area shown on the floor plan. Based on the floor plan, there is roughly 54 sq. ft. of indoor dining space. Staff estimate the outdoor dining area shown on the site plan is roughly 232 sq. ft. for a total dining area of 286 sq. ft. 286 sq. ft. / 35 = 8.17 parking spaces, which is rounded up to the next whole number for 9 stalls. After deducting the snack table as dining space, the remaining retail space for the parking calculation is as follows: 3,981 sq. ft. / 200 = 19.91, which is rounded up to the next whole number for 20 stalls. Adding the above calculations plus the underlying required 8 spaces for retail uses, the minimum required parking for Kwik Trip is 42 spaces. In reviewing other potential formulas relied on for gas stations and convenience stores as provided by the American Planning Association in a Parking Standards report, this is a reasonable number of parking stalls for the size of the proposed use. The plan set currently shows 52 parking stalls. This does not include the 20 vehicles spaces at the fuel pumps which also allow for quick parking for someone who is fueling up and utilizing the other business services. However, since the parking area along the east property line does not comply with the minimum setback standard of 25’ with enhanced landscaping, a revision is anticipated. One option is to remove the parking along the east boundary and add parking to the northeast corner of the site. Figure 16 Proposed Parking Stalls 284 Page 25 of 41 There are additional parking and loading standards in the NE District Plan that apply to this site as well. A bicycle rack is required for all non-residential uses. This is shown on an island within the parking lot northeast of the proposed building. However, parking bays require landscaping islands, so the bicycle rack needs to be moved closer to the building. Since the walkway to access the building is more than 5’ wide, it is allowable for the bike rack to be located in the walkway per the NE District Plan. Parking bays shall have landscape islands at each end of the parking bay, and bays in excess of 15 spaces in length shall be divided by intermediate islands. Trees shall be located in the islands to shade the parking lot to reduce the heat island effect. These end islands shall provide at least 360 sq. ft. of area for planting trees, shrubs, and/or groundcover. Rock mulch cannot be used in these islands. Intermediate islands must have at least 180 sq. ft. of area for plantings. While there are some end islands provided that show at least one tree, the islands do not meet the minimum square footage requirements. The concrete islands nearest to the building were not envisioned as landscaping islands and require a revision to show plantings and meet the minimum size requirements. The parking stalls nearest to the loading area will need to be converted to an end island as well. This will lead to the loss of parking stalls. An option for the applicant to consider is to shift the parking along the east property line to the west by a couple of feet where needed to meet the 25’ setback that can be provided with enhanced landscaping. A few spaces may also need to be added to the northeast area of the site as well. This should help offset the loss of parking spaces from the required landscaping islands without cutting into the desired drive aisles or requiring a variance. A condition of approval is for the plan set to be revised so all parking meets minimum setbacks, landscaping islands are provided with the minimum square footage of plantings confirmed, and a minimum of 42 parking stalls must be provided, excluding spaces at fuel pumps. A landscape buffer shall be provided between all parking areas and the public sidewalk. The buffer shall consist of shade trees, low shrubs or perennial flowers and a decorative fence or masonry wall. Plantings and parking lot screen walls or fences shall be no less than three feet and no more than four feet in height to allow views into and out of parking areas. This is required around the north parking area but is not shown. A condition of approval is to update the landscaping plan to address this standard of the NE District Plan. Mama G’s Parking Figure 17 Bike Rack 285 Page 26 of 41 Along with the changes to access for Mama G’s, there will also be a change to their parking lot. Currently, their parking lot extends beyond the north property line of the lot containing the Mama G’s restaurant. The parking lot will be reduced in order to meet a 10’ setback from the shared property line. This will reduce the number of parking stalls currently available for the site. Additionally, additional ROW along County Road 101 is required, which will result in the loss of parking stalls that are currently adjacent to this roadway. The site plan provides that there are currently 236 parking stalls at Mama G’s. During sporting events in the summer, the parking lot is predominately, if not fully, utilized. The project narrative explains there is 3,388 sq. ft. of dining space (1,870 sq. ft. of indoor dining space and 1,518 sq. ft. of outdoor dining space). Additionally, there are a total of six sports (volleyball) courts which total 36,406 sq. ft. The formula for the restaurant use of the site is 8 parking spaces plus one parking space for each 35 sq. ft. of dining area. 3388 sq. ft. of dining space / 35 = 96.8 = 97 stalls + 8 base stalls = 105 stalls. We do not have a formula for sports/volleyball courts in the Zoning Ordinance. The most similar formula under commercial recreation is for a Community Center or Health Club which has a formula of one space per 300 sq. ft. of floor area. This is fairly consistent with other recreational court or facility uses that focus on the size of the recreational space. Other formulas used in the APA Parking Standards report ranged from requiring 1 parking space for every 50 sq. ft. to every 1,000 sq. ft. of recreational or court space. - If the City were to determine the formula using 1 parking space for every 1,000 sq. ft. of recreational space best suits the use, then the total required parking for Mama G’s would be 142 stalls. - Using the 300 sq. ft. formula from the City Code for Health Clubs, the total required parking would be 227 parking stalls. The preliminary plat shows 102 parking stalls. Some of these stalls do not meet minimum dimension requirements, but the parking lot also predates the current ordinances for parking (so these are considered legal, nonconforming spaces to the extent the new property lines are not reducing the size further). The site plan shows 152 striped stalls. However, there is disagreement between the preliminary plat and the site plan on how many existing parking spaces are striped (for example, some bays show 16 spaces on the site plan where the preliminary plat only shows 12 spaces). At least 21 of the spaces shown on the site plan will rely on continued usage of what will become County ROW. Even if the ROW in this area is reduced to 55’ with a 10’ trail 286 Page 27 of 41 easement, these parking areas will no longer be viable. Finally, the drive aisle goes directly up to the east property line (0’ setback) and is as low as 10’ wide in some areas. The largest width of the eastern drive aisle is roughly 18’ between the new property line and the existing parking spaces. A 0’ setback is proposed, but this may be concerning as the planned design of County Road 101 includes a trail that would be near the property line. A 10-18’ drive aisle does not allow for two-way traffic or backing out of parking spaces (recommended width of 24’ and the City Code requires a 26’ drive aisle width for 90-degree parking designs). Currently, the plan set does not show how the site could be controlled for one-way traffic in the southeast portion of the site. The best answer seems to be to remove or shift parking stalls as needed to allow for a 26’ drive aisle and increased setback from the new property line (which will be discussed further in the variance section of this report). Staff estimate the site plan will be left with roughly 120 parking stalls after parking within the ROW is removed and the drive aisle is accounted for along the east side of the site. Staff discussed concerns with Mama G’s regarding reduced parking for their site, particularly during summer months. The business owner will ultimately be responsible for managing parking on their site as street parking will not be allowed in this area. However, the parking shown is inconsistent throughout the plan set, so there is Figure 18 Preliminary Plat Parking 287 Page 28 of 41 confusion about how much parking will be available for Mama G’s after the proposed changes, and additional spaces will be required that are not currently shown regardless of which formula is utilized. There may be room on the west to increase parking (a very rough estimate by staff is there may be room for about 30 spaces), but such an expansion may lead to the need for a variance from the impervious coverage surface limit in the C-2 district and/or parking setback. The Engineering Memo notes that if parking is added to the Mama G’s lot, this may require modifications to the stormwater management plan to accommodate the additional pavement. Additionally, an expansion of the parking lot will require compliance with the parking dimension standards and the NE District Plan (at least for the expansion area) or a variance. The site plan resolution includes the following conditions of approval to address these outstanding concerns through plan revisions: - Reflect a 55’ half ROW with a 10’ trail easement per Hennepin County’s memo from April 2024. - The plan set and preliminary plat must show consistent parking data throughout the different plans. - The demo plan must reflect removing the parking lot from what will be ROW. Figure 19 Site Plan Parking for Mama G's 288 Page 29 of 41 - A 5’ separation from the trail easement is required for a 15’ setback from the eastern property line (subject to variance approval) for the drive aisle and parking spaces. - The portions of the parking lot that is in the ROW, a trail easement, and/or any required setbacks must be demoed and restored with vegetation, which is to be reflected in the plans accordingly. - A minimum of 142 stalls must be provided. - Any expansion of the parking lot to meet the required minimum stalls will be subject to all current development standards including parking lot dimensions, stormwater management requirements, maximum impervious surface coverage limits, and the NE District Plan (unless a variance is requested and granted). It should be noted that the calculation based on 300 sq. ft. of court space results in a required amount of parking stalls that is quite close to the number of parking stalls currently serving Mama G’s. The Council could decide that 142 stalls is not enough to support the existing site of Mama G’s knowing that the current parking lot is full in the summer due to the sporting events held. Staff do not believe there is enough room on the site for Mama G’s to provide 227 parking stalls. However, Mama G’s stated at the Planning Commission that they could be open to reducing the volleyball court space in order to make the parking work. Using the 300 sq. ft. formula, the volleyball court space would need to be reduced to 4,500 sq. ft. in order for no parking changes to be required (assuming staff’s estimate of 120 parking spaces is correct, but this would need to be confirmed). Using staff’s estimate of 30 additional parking spaces possible (if the parking lot is expanded to the west and/or through restriping the existing parking lot to maximize it), the volleyball court space would need to be reduced to 13,500 sq. ft. to only require 150 parking spaces using the same formula. The Planning Commission recommendation was to require 142 parking stalls using the 1,000 sq. ft. formula, so that is how the Site Plan Resolution is drafted. If Council determines this is not enough parking to support Mama G’s, the resolution should be revised accordingly. Landscaping Landscaping performance standards are provided in Section 1060.070 of the Zoning Ordinance. The proposed landscaping plan exceeds the quantity of required plantings for Kwik Trip. Since the building is not changing for Mama G’s and the perimeter of the lot will be reduced, plantings based on the size of the building or site perimeter are not required at this time. Non-residential uses shall contain at a minimum: a. One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal feet of site perimeter, whichever is greater. 289 Page 30 of 41 b. One understory tree per 300 sq. ft. of building or one tree per 30 lineal feet of site perimeter, whichever is greater. With a proposed building size of roughly 11,000 sq. ft. and a site perimeter of 1,632 linear feet, the perimeter of the Kwik Trip site results in the higher number of trees and shrubs. The underlying amount of required plantings is 33 overstory trees and 55 understory shrubs. The landscaping plan provides 37 overstory trees, 12 understory trees, and 94 shrubs to satisfy the underlying landscaping standards. Since the fuel canopy is setback 90’ from the east property line adjacent to County Road 101, enhanced landscaping is required as allowed in Section 1060.070, Subd. 2(K). Under this clause, the required setback may be reduced up to 40% if the applicant provides a minimum of one overstory deciduous tree, one overstory coniferous tree, 2 ornamental trees, and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested. These materials must be provided in addition to the minimum landscape requirements. The fuel canopy structure is 120’ in length. For the sake of this calculation, the length would be rounded up to 200’ requiring 2 overstory deciduous trees, 2 overstory coniferous trees, 4 ornamental trees, and 20 understory shrubs along the east property line in front of the fuel canopy. The landscape plan calculations used the entire eastern property line length to reach a total of 5 overstory deciduous trees, 5 overstory coniferous trees, 9 ornamental trees, and 43 understory shrubs. The plan proposes the required overstory and ornamental trees with 63 shrubs along the eastern property line. Figure 20 Landscaping Plan 290 Page 31 of 41 Staff recommend keeping the higher level of landscaping in this area as part of the CUP standards, as recommended by the Planning Commission. There are areas of the landscape plan that indicate use of rock mulch. This is not consistent with the City’s Engineering detail plates. A condition of approval is for the landscaping plan to be updated with the City’s Engineering detail plates and remove use of rock mulch on the site. The properties immediately adjacent to this development are all zoned C-2. Therefore, the buffer yard requirements are not applicable to this project. Parking areas with 4 or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3’ shall be provided to screen vehicle headlights. This applies to the northern parking area shown on the newly proposed roadway as well as the eastern parking area adjacent to County Road 101. There are shrubs providing the required screening for the eastern section of parking. However, the plans must be revised to also include shrubs to screen the northern parking areas to a height of at least 3’. Loading and service areas shall be screened from properties guided or zoned residential and from public streets. Planting screens is the preferred method of screening. The planting screen shall consist of hardy trees that will provide a minimum of 80% opacity year-round. Planting screens shall contain a mix of overstory and understory plantings and a mix of deciduous and coniferous materials. Fences or walls may be used in conjunction with landscaping to meet the minimum opacity as long as this does not interfere with driver or pedestrian visibility. Vegetation is proposed to be planted to the south and east of the loading area to screen the area from public streets. However, the reliance on primarily deciduous trees immediately south of the loading area may not provide the level of screening required year-round. The Site Plan Resolution includes a condition of approval that the landscaping plan south of the loading area be revised to include a mix of overstory and understory plantings and a mix of deciduous and coniferous materials closer to the loading area. Additional requirements include that no more than 33% of the required number of trees shall be of one species. The proposed plan complies with this standard. Planting material centers shall be no closer than 3’ from the fence or property line. The notes on the landscaping plan should be revised to include this standard. There are additional landscaping standards in the NE District Plan that apply to this site as well. The NE District Plan requires landscaping plans to use species identified in the district’s preferred tree list. Most of the proposed plantings comply with this list. However, the landscaping plan must be revised to replace the following species with one of the preferred species for the NE District: - Tsuga canadensis (Canadian Hemlock) - Syringa reticulata ‘Ivory Silk’ White Flowers (Ivory Silk Japanese Tree Lilac) 291 Page 32 of 41 - Clethra alnifolia ‘Hummingbird’ (Summersweet) - Hydrangea aborescens ‘Annabelle’ (Annabelle Hydrangea) - Spiraea x bumalda ‘Goldflame’, Gold Foliage, Red Flowers (Goldflame Spirea) - Taxus x media ‘Tauntonii’ (Tauton Yew) Fences and Walls No fences or walls are currently shown on the site plan. However, this may change as revisions are required to meet screening standards. Any proposed fences and walls must be in compliance with the performance standards outlined in Section 1060.080 of the Zoning Ordinance. Signage The narrative, site plans, and renderings indicate there will be pylon and wall signage. Further details on the designs of the signs must be provided in order to ensure compliance with the City’s Sign Ordinance (Chapter 84 of the City Code) which includes standards for dynamic displays and lighting and brightness. All signs are subject to a sign permit where this will be reviewed further, and this is noted in the resolution for the site plan. Per the City’s Sign Ordinance, pylon signs must be supported by 2 posts so that the sign and supports are finished to grade by encasing the posts in a material consistent with the sign and where cumulative width dimension of the supporting posts is not less than 60% of the total width of the sign face. Confirmation that the proposed pylon sign will comply with this standard will be handled with a sign permit. In the C-2 district, freestanding signs can have a sign copy area of 64 sq. ft. and a height of 16’. The Engineering Memo notes the development sign is within a D&U easement. All signs shall be setback at least 10’ from all property lines. The site plan must be revised to shift the sign outside of the D&U. One wall sign is also allowed on the primary entrance of the building. The sign copy area can be up to 10% of the primary building face. Wall signs cannot project more than 18” from the building or structure wall. Additionally, one service entrance sign of no more than 4 sq. ft. is allowed to be attached to the building in the C-2 district. The wall sign on the north façade is not allowed under the current code. The plans must be revised to remove this sign without a code amendment or approval of a variance. Motor Fuel Stations are provided with the following flexibility within the sign ordinance: Figure 21 Allowable Pylon Sign 292 Page 33 of 41 In addition to one dynamic display permitted by Section 84.05 (Sign Standards), motor fuel stations in any district are permitted to display one additional 12 square foot dynamic display on one wall sign or freestanding sign. Such signs are subject to the standards of Section 84.08 (General Provisions), Section 84.05 (Sign Standards), and Minnesota State Statutes 239.751 and 325D.71, as may be amended. Based on the renderings, the fuel canopy also includes sign copy area for the Kwik Trip logo. However, this is not currently allowed within the sign ordinance. The plans must be revised to remove this sign without a code amendment or approval of a variance. Finally, construction sites are allowed up to two temporary construction signs at the primary construction entrance into the site. The sign face cannot exceed 32 sq. ft. and must be setback 10’ from all property lines. A temporary sign permit through the City is required prior to posting the signs. These signs must be removed after issuance of a certificate of occupancy for Kwik Trip. Resiliency Options All developments within the Northeast District are required to choose three resiliency strategies. The applicant’s narrative did not explain which three are intended to be incorporated into the plans. A condition of approval is for the three strategies to be identified, and the plan set revised to incorporate the identified strategies. The applicant must choose 3 of the following options as described in the NE District Plan: - Xeriscaping - Rain garden/bioretention systems - Landscaping with native species - Green rooftops - Aesthetic design - Urban garden - Alternative energy - Electric vehicle services The Mama G’s site would be subject to this requirement upon redevelopment or a building expansion. E. Variances The application includes requests for the three following variances for the Mama G’s site: 1. A variance to allow a reduced building setback from a front property line adjacent to a County Road. 2. A variance to allow a reduced parking and drive aisle setback from a front property line adjacent to a County Road. 3. A variance from the requirement to connect to Corcoran’s municipal utilities. 293 Page 34 of 41 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 MN Cities defines a three-factor test for the term “practical difficulties”: - The 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 calls out the last two factors as their own standards and 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. Mama G’s Building Setback Section 1040.110, Subd. 7 requires a front setback from county roads of 100’ in the C-2 district, and Section 945.020, Subd. 2 requires subdivisions to be designed to comply with the minimum lot dimensions standards which include setbacks. The proposed preliminary plat reflects the Mama G’s restaurant will have a building setback of 19.8’ from the new property line after an additional 32’ of ROW provides an overall half ROW of 65’. The setback from property lines that front a County Road is 100’ and can be reduced to 60’ with enhanced landscaping. City records indicate a variance was granted in 1994, attached to this report as Resolution 1994-83, to allow a 52’ setback from the property line along County Road 101. The application requests a setback of 19.8’ be granted. After reviewing other elements of the site plan, staff recommended the application be revised to reduce the ROW to the amount allowable by Hennepin County (55’ with a 10’ trail easement per their comment letter in April 2024). This would reduce the extent of the variance necessary to 29.8’. The Planning Commission agreed with this condition. 294 Page 35 of 41 In order to comply with the front setback after dedicating the required ROW, not only would the building need to shift west but the exterior dining area and sport courts would also need to shift, which would be a significant undertaking. In recent history, the City determined that removal or relocation of an existing building in good condition to meet the setback requirements of a new plat can constitute a practical difficulty. Staff agree that it is reasonable for the existing building to remain as requested. The restaurant location is not moving and is a fairly unique pre-existing condition of the site when considered with the existing site improvements to the west of the building that limit the feasibility of simply moving the building. The increased ROW dedication required with the plat is not a condition of the property owner’s own making as this requirement is out of their control. Since the restaurant exists today in its current location with a setback of 52’, granting a variance to allow a 29.8’ setback after the new ROW is dedicated will not alter the essential character of the locality. Arguably, the long-established restaurant is part of the character expected in this area. The large setback from county roads was adopted as a way to provide more open, green space while ensuring there is plenty of space between the road and the structure for future road expansions. The parking lot today goes up to the property line with hardly any green space, so granting the variance for the reduced building setback would not result in a loss of green space along County Road 101. There will be space to accommodate road expansions within the newly dedicated ROW. Granting the variance would not conflict with the goals and policies of the Comprehensive Plan that focus on supporting, maintaining, and expanding existing businesses within the City. While staff believe it makes sense to grant a building setback variance, staff also recommend minimizing the extent of the variance granted by revising the preliminary plat and site plans to reflect a 55’ half ROW and a 10’ trail easement. The resolution previously required the parking area in between the building and the property line must be converted back to green space and include the plantings required for enhanced landscaping in Section 1060.070, Subd. 2(K) to the extent possible without conflicting with the trail easement. However, Mama G’s has since Figure 22 Preliminary Plat Setback 295 Page 36 of 41 discussed with staff a desire that they not be required to convert this area back to greenspace or complete landscaping to the extent possible. After further review, staff is comfortable with not requiring landscaping in this area, but the area must be converted back to grass/green space to avoid vehicles parking in this area. This area will not be suitable for parking or driving with a width of less than 20’ between the building and the trail easement and no turnaround. The variance resolution is drafted based on the Planning Commission recommendation, so if the City Council agrees with this change, a motion should be made to remove the enhanced landscaping requirement between the building and the new ROW within the variance resolution. The plans would still need to be updated to address restoring this area to green space. Further, the variance resolution includes a condition of approval that clarifies redevelopment of the site will be expected to comply with all setbacks of the applicable zoning district(s). Mama G’s Parking Setback Section 1060.060, Subd. 4(A) states parking and drive aisle setbacks from front property lines is the same as the minimum front setback for the principal structure in the zoning district. The proposed preliminary plat reflects the Mama G’s parking lot will have a setback as low as 0’ from the property line adjacent to County Road 101 where a 100’ setback would be required. The front setback for parking can be reduced to 25’ in the C-2 district with enhanced landscaping. The existing parking lot also has a setback as low as 0’ which is believed to be a legal, nonconformity of the site. However, staff could not find evidence of a formal variance that granted the 0’ in perpetuity. Since the lot line and parking lot will be changing, a variance is required to continue allowing a reduced setback. Staff is concerned with drive aisles and parking going directly up to the boundary of a trail easement. While it is anticipated the physical trail will not go up to the western boundary of the trail easement, at least a 5’ separation from drive aisles and parking from the trail easement is recommended and included in the Variance Resolution. This will provide a 15’ parking setback overall from the new property line while also providing some additional room from the trail easement to account for potential changes in street and trail design that may ultimately be out of the control of the City and property owner (since this will be a County trail). Figure 23 Preliminary Plat Parking Setback 296 Page 37 of 41 The practical difficulty for the parking lot is that the existing parking lot has a setback as low as 0’. Arguably, a 15’ setback from the new property line will be an improvement to existing conditions while still allowing as much of the existing parking lot to remain as possible to meet the parking requirements and demand of the business. The existing parking setback is a fairly unique pre-existing condition of the site, and additional parking to the west will likely be needed in addition to maximizing the existing parking areas to meet the parking demand for the existing business. The increased ROW dedication required with the plat is not a condition of the property owner’s own making as this requirement is out of their control. Since the parking lot today exists with a 0’ setback. granting a variance to allow a 15’ setback after the new ROW is dedicated will not alter the essential character of the locality. Parking lot setbacks are created to promote safe, functional, and visually appealing spaces. Granting a 15’ setback will allow for a safe separation from the anticipated trail corridor in this area and improve the aesthetics of the site as they exist today while balancing the functional needs of the site. Granting the variance would not conflict with the goals and policies of the Comprehensive Plan that focus on supporting, maintaining, and expanding existing businesses within the City. While staff believe it makes sense to grant a parking setback variance, staff also recommend minimizing the extent of the variance granted by revising the preliminary plat and site plans to reflect a 55’ half ROW and a 10’ trail easement as discussed. Additionally, the 15’ setback must be restored to green space with the parking lot improvements. The plans must be revised to reflect this change on the site. Plantings may be difficult to accommodate in this area without creating a conflict with the trail easement, so staff does not recommend additional landscaping as typically proposed. Additionally, staff proposes a condition of approval that redevelopment of the site will be expected to comply with the parking and drive aisle setback at that time. Mama G’s Utilities In 1998, Mama G’s was in need of municipal water and sewer. The City of Corcoran and the City of Maple Grove entered into an agreement, attached to this report, in order to provide these services to Mama G’s before a municipal system was available in Corcoran. Chapter 51.020, Subd. 1.2 of the City Code outlines mandatory connections to the City of Corcoran’s system as follows: When a trunk or lateral water or sewer line is available to an existing non- residential property (with a structure) as defined in Chapter 51.010, Subdivision 1.2, all such non-residential properties shall connect to the line upon the earlier of (i) reconstruction (other than overlay or maintenance) of an adjacent roadway under which the line lies, or (ii) within one year following availability. Section Chapter 51.010, Subd. 1.2 states the following regarding the definition of availability: 297 Page 38 of 41 A trunk or lateral sewer or water line is deemed available to a property when (i) that line is either abutting the property or may be accessed by the property by utility or road easement/ROW, and (ii) the City has included the property within a defined service area approved for immediate utility service. The proposed development will result in immediate availability of Corcoran sewer and water to Mama G’s. Mama G’s requests a variance to defer this connection up to 7 years or redevelopment, whichever occurs first. The applicant provides a variance narrative that is attached to this report arguing for the variance. The practical difficulties sited include the established agreement with Maple Grove that predates the City of Corcoran’s public utilities, previous inaction of the City of Corcoran to provide adequate facilities to Mama G’s to allow for redevelopment, and their intent to pursue redevelopment in the near future with a concern that the City may request facilities to be installed now that will be inadequate for a future development. Mama G’s is the only property that was covered by this agreement between Maple Grove and Corcoran which makes it a unique situation. It is argued that Mama G’s has the right to continue to utilize the Maple Grove utilities based on the agreement. The essential character of the neighborhood would arguably not be affected by granting the variance. It is argued by the applicant that the variance will maintain harmony with the ordinance as connection would still be required at the time of any redevelopment, but it will allow Mama G’s adequate time to pursue redevelopment. The applicant’s narrative states granting the variance is consistent with the Comprehensive Plan as it will support an existing business in the continuation of their operations and attract future redevelopment of the parcel. The variance narrative provides a requested deferment of mandatory connection of up to 7 years or upon redevelopment, whichever is sooner, as a condition of approval. Staff confirmed that the agreement referenced by Mama G’s is between the City of Corcoran and Maple Grove. Mama G’s is not a party to the agreement, per Maple Grove. Maple Grove did not state a preference for continuing or terminating the agreement and left that decision up to the City of Corcoran. Staff recommends denial of this variance request as there are other examples of businesses in the City that requested deferment of mandatory connection when they were a part of a larger project and were told they must comply. The City’s infrastructure fees and financial projections are based on the assumption that properties will connect as required. Deferring a mandatory connection as outlined in code is not in harmony with the intent of that requirement as part of the purpose of Chapter 51 is to protect the integrity, financial stability, and adequacy of the City sanitary sewer and water supply systems. This property has been shown in the 1st phase of the staging plan in the Comprehensive plan for several years, so granting a deferment of 7 years is not consistent with the staging plan considering the proposed development involving Mama G’s will make utilities available to the site. 298 Page 39 of 41 It is unclear how the facilities installed now would be inadequate for future redevelopment as the City’s engineering standards must be met for public and private improvements. Staff are also concerned with the ability to enforce a connection 7 years from now outside of an active development agreement. Enforcing a timeline for other properties as part of a City project proved problematic and lengthy, and if there is staff turnover this could very easily drop off the radar of staff to enforce. If a variance were to be granted for the deferment, staff recommend simply linking the mandatory connection to redevelopment or expansion of the site beyond what is approved as a part of the larger Kwik Trip project. 4. Summary of Discussion Items There are several areas where the plans must be revised in order to ensure compliance with City Code standards. The following items are the areas where the City has the most discretion: 1. Preliminary Plat a. A variance for the building setbacks is required for Mama G’s. b. Alternatively, the building for Mama G’s must be relocated to meet the required setbacks. Technically, a 52’ setback from County Road 101 is required for Mama G’s based on the previously approved variance. This is included in the preliminary plat resolution should the variance not be approved. 2. Conditional Use Permit a. Thoughts on locations of trash receptacles. b. Additional mitigation strategies not contemplated by the applicant, staff, or Planning Commission to include as conditions to ensure the use will fit within the C-2 district and the surrounding area. 3. Site Plan a. Proposed parking formula for Kwik Trip. b. Proposed parking formula for Mama G’s. c. Proposed conditions of approval for Mama G’s parking plan. 4. Variances a. A variance to allow a reduced building setback from a front property line adjacent to a County Road. i. Proposed conditions of approval. ii. Applicant requests that they not be required to restore the area between the front property line and the building to grass/green space or plant enhanced landscaping to the extent possible based on Section 1060.070, Subd. 2(K). 299 Page 40 of 41 iii. Staff find it reasonable to forego the enhanced landscaping requirement, but the area must be restored to grass/green space in order to prevent vehicles from parking in this area. b. A variance to allow a reduced parking and drive aisle setback from a front property line adjacent to a County Road. i. Proposed conditions of approval. ii. Staff and Planning Commission recommendation not to require enhanced landscaping but restore the setback area to a vegetated area (e.g., sod). c. A variance from the requirement to connect to Corcoran’s municipal utilities. i. Staff and Planning Commission recommendation to deny variance request. 5. Recommendation Planning Commission and staff recommend the following: - Approval of the preliminary plat with conditions as outlined in Resolution 2025- 24. - Approval of the site plan amendment for Mama G’s, site plan for Kwik Trip, and CUP for a motor fuel station and a car wash for Kwik Trip with conditions as outlined in Resolution 2025-25. - Approval of the variance for a reduced building setback at Mama G’s as outlined in Resolution 2025-26. - Approval of the variance for a reduced parking setback at Mama G’s as outlined in Resolution 2025-26. - Denial of the variance to defer utility connection to Corcoran’s municipal system as outlined in Resolution 2025-26. o If a variance is recommended for approval, staff recommends tying the requirement for future connection to redevelopment or building expansion on the Mama G’s site rather than including a time limit. Components of the application are intertwined. If the variance to the building setback is not recommended for approval, a recommendation to approve the preliminary plat should be conditioned on moving the existing structure to comply with the 52’ setback granted to the property previously. If the parking setback variance for Mama G’s is not granted, then the site plan recommendation for approval should be conditioned on a plan revision the reflects all setbacks are met as required in the Zoning Ordinance. If the Council determines the CUP and/site plan, including the proposed parking plan for Mama G’s, cannot meet City standards with the proposed conditions from staff, then this is ultimately a recommendation to deny the site plan for the overall project. Attachments: 300 Page 41 of 41 1. Resolution 2025-24 Approving Preliminary Plat 2. Resolution 2025-25 Approving Site Plan Amendment, Site Plan, and CUP 3. Resolution 2025-26 Approving 2 Variances and Denying 1 Variance. 4. Applicant’s Narrative 5. Utility Connection Variance Narrative 6. Car Wash Sound Study 7. Engineering Memo 8. Public Safety Memo 9. Hennepin County Comments 10. Public Comment Letters 11. Resolution 1992-74 Approving Final Plat for Mama G 12. Resolution 1994-83 Granting Variance to Reduce Front Yard Setback Variance to Mama G’s 13. Utility Agreement between Maple Grove and the City of Corcoran dated April 10, 1998 14. Mama G Plat 15. Kwik Trip Preliminary Plat 16. Preliminary Site Plan Set 301 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 1 of 6 Motion By: Seconded By: A RESOLUTION APPROVING A PRELIMINARY PLAT FOR “KWIK TRIP” ON THE PROPERTIES LOCATED NORTHWEST OF COUNTY ROAD 30 AND COUNTY ROAD 101 (PID 12-119-23-14-0004, 12-119-23-14-0005, AND 12-119-23-14-0006) (CITY FILE NO. 23-006) WHEREAS, Kwik Trip, Inc. (the “applicant”) requests approval of a preliminary plat resulting in 2 lots from property described as follows: See Attachment A. WHEREAS, the Planning Commission reviewed the preliminary plat at a duly called Public Hearing, and; WHEREAS, the Planning Commission recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a preliminary plat subject to the following findings and conditions: 1. A preliminary plat is approved, in accordance with the plans received by the City on February 21, 2023, with additional materials received on March 14, 2024, October 14, 2024, December 4, 2024, February 4, 2025, and February 21, 2025, except as amended by this resolution. 2. The applicant shall comply with all requirements in the City Engineer Plat Review Memo dated March 5, 2025. 3. The applicant shall comply with all requirements in the City Engineer Stormwater Review Memo dated February 21, 2025. 4. The applicant shall comply with all requirements in the Public Safety Plan Review comments dated November 6, 2024, and February 5, 2025. 5. The applicant shall comply and complete all required infrastructure improvements as identified in the Feasibility Study completed June 2, 2023. 6. The applicant shall comply with comments received by Hennepin County on April 12, 2024, and January 10, 2025. 7. Prior to release of final plat for recording, the applicant shall enter into a Development Agreement and provide a financial guarantee to protect the work. 8. A variance must be granted for Lot 2, Block 1 to allow a building setback of 29.8 feet from the front property line adjacent to County Road 101. 302 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 2 of 6 a. If the variance is not granted, plans must be submitted for relocation of the building to meet a setback of at least 52 feet as previously approved by the City in Resolution 1994-83. 9. Unless a variance is granted, preliminary plans must be provided prior to the final plat application that address the connection of the Mama G’s restaurant site (Lot 2, Block 1) to the City of Corcoran’s municipal utilities. 10. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance if the delineated wetland boundary is confirmed to intersect with the southern property line of Lot 2. a. Wetland signs must be purchased from the City. b. Wetland signs must be installed on treated 4x4 wooden posts. c. Wetland buffer signs must be installed prior to issuance of building permits. d. The installation of the wetland monument buffer signs according the approved plan must be certified by a registered land surveyor. e. Wetland buffers must be planted and inspected by the City prior to issuance of building permits unless an alternative timeline is approved by the City. f. Where buffer areas are not vegetated or have been disturbed within the last 10 years, such buffer areas shall be replanted and maintained according to the standards in Section 1050.010, Subd. 8(C) of the Zoning Ordinance. i. If existing wetland buffers are proposed to remain, the City’s wetland buffer consultant must inspect and confirm existing buffers are undisturbed and in an acceptable condition prior to submittal of the final plat application. g. Wetland boundaries, wetland buffers, plantings, seeding areas and monument signs shall be shown on the preliminary plat, landscape plan, site plan, grading plan, and utility plan. h. A drainage and utility easement must be placed over the wetland and wetland buffers. 11. Park dedication shall be satisfied by cash-in-lieu of land. Park dedication will be based on the park dedication ordinance in place at the time the final plat is approved. a. Park dedication is required based on the finding that the development will add a new commercial site in the City and is anticipated to add 35-40 new jobs. b. Employees and customers of the development will need and benefit from access to nearby existing and future trails and parks as guided by the Comprehensive Plan. 303 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 3 of 6 c. Cash-in-lieu of land will be used only for the acquisition and development of parks recreational facilities, playground, trails, wetlands, or open space based on the approved park plan in the Comprehensive Plan. d. Park dedication funds will be collected prior to the issuance of any building permits within the subdivision in accordance with the City Code requirements. Code stipulates a dedication requirement of 4% of land for land guided as commercial or an equivalent market value in cash, resulting in estimated park dedication fees of $16,190.16. 12. A road easement in favor of the City is required for the portion of the proposed new City road that is not within the boundaries of the plat subject to approval by the City Attorney. 13. A shared access agreement is required for the shared access between Lot 1 and Lot 2 of the plat and must be submitted with the final plat for City review. 14. A right to entry agreement between Mama G’s, Kwik Trip, and the City is required to be recorded with the final plat and is subject to approval by the City Attorney. 15. Prior to submittal of the final plat, the applicant must complete the following: a. Revise the certificate of survey to include the delineated wetland boundary. b. Revise the preliminary plat to show the following: i. A 55-foot half right-of-way along County Road 101. ii. A 10-foot trail easement along the eastern property lines. iii. The delineated wetland boundary. iv. Proposed wetland buffers, and wetland buffer monuments on Lot 2, Block 1 if the delineated wetland boundary intersects the property line. v. Drainage and utility easements shall be provided over all wetlands, wetland buffers, stormwater ponds, floodplain, outlots, and as otherwise required by the Engineering Memo. vi. Parking data consistent with preliminary site plan documents for Lot 2, Block 1. 16. Further, the preliminary plat must be revised to meet all requirements of the Engineering Memos. 17. A Wetland Buffer Establishment Plan must be submitted with the final plat application that meets the City’s Buffer Vegetation Establishment Policy subject to approval from the City’s Wetland Consultant. 304 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 4 of 6 18. A building permit for Lot 1, Block 1 cannot be issued until the City of Corcoran’s water utility system is operational in the Northeast District. 19. Once the new access is established for Mama G’s, the two existing accesses to Mama G’s shall be closed. This shall include removal of pavement, regrading ditches, and re- establishing a vegetated ground cover. 20. All private improvements within the City right-of-way or easements are subject to approval of an encroachment agreement. 21. The final locations for street lighting will be approved by the City Engineer. 22. Drainage and utility easements shall be provided along the perimeter of all units. 23. Street design shall be updated per the street standards in the Northeast District Plan and Design Guidelines, including trails and sidewalks. a. No parking is allowed on both sides of the north-south local roadway to be constructed with the development. 24. All public roadways shall be signed as no parking on both sides. 25. All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Underground service connections to the street property line of each platted lot shall be installed at the subdivider’s expense. 26. Mechanical equipment must comply with the Northeast District Plan and Design Guidelines. 27. 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. 28. Underground irrigation is required and shall all have rain sensors to limit unnecessary watering. 29. All landscaping shall be planted and inspected by the City within one year of issuance of a building permit unless an alternative timeline is approved by the City. 30. Approval of sign permits will be required prior to construction of any temporary or permanent signs. 31. The final plat shall address all conditions of approval. 32. Any easement vacation request must be submitted with the final plat application. 33. The applicant must enter into a stormwater maintenance agreement prior to release of the final plat. 305 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 5 of 6 34. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of the final plat. 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 24th day of April 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 306 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-24 Page 6 of 6 ATTACHMENT A Lot 1, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. Lot 2, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. Part Of East 500 Feet Of The SE ¼ - NE ¼ SEC. 12, TWP. 119, R. 23, Hennepin County, Minnesota. 307 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 1 of 11 Motion By: Seconded By: A RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND SITE PLAN FOR KWIK TRIP AND A SITE PLAN AMENDMNET FOR MAMA G’S ON THE PROPERTIES LOCATED NORTHWEST OF COUNTY ROAD 30 AND COUNTY ROAD 101 (PID 12-119-23-14-0004, 12- 119-23-14-0005, AND 12-119-23-14-0006) (CITY FILE NO. 23-006) WHEREAS, Kwik Trip, Inc. (the “applicant”) requests approval of a Conditional Use Permit and Site Plan for property described as follows: See Attachment A. WHEREAS, Kwik Trip, Inc. (the “applicant”) requests approval of a Site Plan Amendment for the Mama G’s site on property described as follows: See Attachment B. WHEREAS, the Planning Commission reviewed the requests at a duly called Public Hearing, and; WHEREAS, the Planning Commission recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a Site Plan Amendment, Site Plan, and Conditional Use Permit subject to the following findings and conditions: 1. A Site Plan Amendment, Site Plan, and Conditional Use Permit is approved, in accordance with the plans received by the City on February 21, 2023, with additional materials received on March 14, 2024, October 14, 2024, December 4, 2024, February 4, 2025, and February 21, 2025, except as amended by this resolution. 2. The applicant shall comply with all requirements in the City Engineer Plat Review Memo dated March 5, 2025. 3. The applicant shall comply with all requirements in the City Engineer Stormwater Review Memo dated February 21, 2025. 4. The applicant shall comply with all requirements in the Public Safety Plan Review comments dated November 6, 2024, and February 5, 2025. 5. The applicant shall comply and complete all required infrastructure improvements as identified in the Feasibility Study completed June 2, 2023. 6. The applicant shall comply with comments received by Hennepin County on April 12, 2024, and January 10, 2025. 308 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 2 of 11 7. A conditional use permit is approved to allow a motor fuel station, subject to the following standards as outlined in Section 1040.110, Subd. 4(K) of the Zoning Ordinance. Specifically: a. The proximate area and location of space devoted to non-automotive merchandise was specified in the application. The project narrative provides that 3,765 square feet of the convenience store will be used for non-automotive merchandise and 270 square feet of the store is dedicated to automotive merchandise. Exterior sales or storage shall be only as shown in the plans and documented with the project narrative. Specifically, exterior sales of ice, propane, and merchandise at the fuel pump canopy is allowed as proposed. b. The off-street loading space and building access for delivery of goods is separate from customer parking and entrances and does not conflict with customer vehicles and pedestrian movements. The applicant is encouraged to consider high-volume times of the car wash when scheduling deliveries to minimize the potential for a delivery vehicle to have to wait for a break in the car wash queuing in order to leave the site. c. Motor fuel facilities shall be installed in accordance with State and City standards. Additionally, adequate space is provided to access gas pumps and to allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access, and other activities on the site. Fuel pumps shall be installed on pump islands. d. All proposed buildings, canopies, and pump islands are located to comply with the minimum setback requirements of the Community Commercial (C-2) zoning district. e. All canopy light for motor fuel station pump islands shall be recessed to provide a 90-degree cutoff. Illumination levels for pump islands shall not exceed 30-foot candles. f. The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. 8. A conditional use permit is approved to allow a car wash, subject to the following standards as outlined in Section 1040.110, Subd. 4(C) of the Zoning Ordinance. Specifically: a. The site shall provide stacking space for the car wash. The amount of stacking space shall take into account the type of car wash and the amount of time it takes to wash a vehicle. Stacking spaces shall not interfere with parking spaces or traffic circulation. The proposed queuing area is enough space to fit 7-10 cars depending on the mix of vehicles. 309 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 3 of 11 b. The exit from the car wash shall have a drainage system which is subject to the approval of the City and gives special consideration to the prevention of ice build- up during winter months. 9. A conditional use permit is approved to allow a motor fuel station and car wash, subject to the findings that the applicable criteria as outlined in Section 1070.020 (Conditional use Permits) of the Zoning Ordinance have been met. Specifically: a. The conditional use complies with the Comprehensive Plan, including public facilities and capital improvement plans. A gas station and car wash are consistent with the Commercial land use designation of the site which anticipates retail, office, and service uses. Granting the conditional use permit will support an established business at a viable location in the City to meet the needs of the community and larger region as envisioned in the C-2 district. The use is anticipated to create 35-40 new permanent jobs that can be available to the local community. This is consistent with Goal 3 of the 2040 Comprehensive Plan to create new land use opportunities to expand and diversify the City’s tax base by encouraging new commercial development. This is also consistent with the vision of the Northeast District Plan as a job creation zone. b. The establishment and ongoing use 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. Motor fuel stations are subject to strict state and federal regulations to ensure safety and environmental health. The surrounding public will have convenient access to fuel, food, and other basic necessities. The proposed development is located on a site that does not contain any wetlands or natural resource communities. The building design offers a high- quality aesthetic. Conditions of approval are provided in this resolution that mitigate potential impacts of granting the conditional use permit. 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. Motor fuel stations and car washes can attract and compliment other businesses and increase land value in commercial and mixed-use districts and this site is immediately adjacent to land zoned for commercial and nearby land zoned for mixed use. The conditional use will provide a convenient option to meet daily needs for customers, residents, and visitors of the area. The proposed development is located on a site that does not contain any wetlands or natural resource communities. The proposed architectural design is of high-quality. Conditions of approval are provided that mitigate potential impacts of granting the conditional use permit. d. The establishment of the conditional use will not impede the normal and orderly development of surrounding property for uses permitted in the district. The development will result in a new roadway and bring utilities to the site that will allow for normal and orderly development with the surrounding properties. Motor fuel stations and car washes can attract and compliment other businesses in the area, and this site is located within a larger commercial district immediately adjacent to a mixed-use district. 310 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 4 of 11 e. Adequate public facilities and services are available or can be reasonably provided to accommodate the conditional use as confirmed in the feasibility study completed for the project. The applicant shall be responsible for improvements to accommodate the site. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The conditional use conforms or can reasonably conform with modifications included as conditions of approval, to the regulations of the C-2 zoning district and the Northeast District. g. The conditional use can reasonably conform to performance standards as specified by the Zoning Ordinance with required modifications to the submitted plans. 10. The proposed use shall ongoingly comply with all applicable City, County, Watershed, State, and Federal standards and regulations. 11. Lighting fixtures of the fuel canopy shall be dimmed as necessary to meet the shown meter readings provided in the approved light plan. 12. Berms and/or fencing must be provided in a location that minimizes noise from the car wash to the existing residential neighborhood to the northwest. 13. Additional landscaping, with an emphasis on incorporating coniferous tree species, must be provided along the northwest and east boundaries of the Kwik Trip site to provide additional mitigation of noise and light to nearby residential developments. 14. The carwash dryers shall be limited at night to ensure decibel levels are in compliance with Minnesota Pollution Control Standards. 15. All utility service structures, ground mounted, and roof mounted mechanical equipment shall comply with the screening standards in the Northeast District Plan and Design Guidelines. A chain link fence with slats shall not be accepted as screening. 16. The proposed bicycle rack shall not be located on required landscape islands. 17. A minimum of 42 dedicated parking stalls, separate from vehicle spaces at fuel pumps, are required for Kwik Trip. 18. A minimum of 142 parking stalls must be provided for Mama G’s. a. Any expansion of the parking lot to meet the required minimum stalls will be subject to all development standards including parking lot dimensions, stormwater management requirements, maximum impervious surface coverage for the site, and the Northeast District Plan and Design Guidelines. b. A 26-foot-wide drive aisle on the east end of the parking lot is required. 311 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 5 of 11 19. Any proposed fences and walls must be in compliance with the performance standards outlined in Section 1060.080 of the Zoning Ordinance. 20. FURTHER, that the following conditions of approval must be met prior to submittal of the final plat application: a. Address all items in the memos from Engineering, Public Safety, and Hennepin County. b. Revise the site plan for Kwik Trip (Lot 1, Block 1) to reflect the following: i. Consistent data and calculations are provided throughout the plan set and preliminary plat. ii. Dedication of a half right-of-way of 55 feet along County Road 101 with a 10’ trail easement along the property line for Kwik Trip. iii. The street design standards for collector and local streets as outlined in the Northeast District Plan and Design Guidelines. iv. An additional lane to allow two-way traffic on the south end of the Kwik Trip site near the car wash queuing area. v. Shfit the fuel storage tanks further south to remove conflict with the car wash queuing and semi-trucks coming into the site to access the fuel tanks. vi. Provide exterior trash receptacles at convenient location for litter control. At a minimum, trash receptacles shall be included at each building entrance, near the car wash entrance, and near the outdoor picnic tables. vii. Provide a drain at the exit of the car wash. viii. Install a berm and/or fence to minimize nose from the car wash to the existing residential uses to the northwest. ix. Update the impervious surface coverage calculation after all revisions are made. x. All parking areas must meet minimum setbacks unless otherwise approved as a variance. xi. Indicate snow storage locations. xii. Relocate the monument sign outside of drainage and utility easements and with at least a 10-foot setback from all property lines. xiii. Detail plates must be revised to the City’s standard detail plates. c. Revise the site plan for Mama G’s (Lot 2, Block 1) to reflect the following: i. Consistent data and calculations are provided throughout the plan set and preliminary plat. ii. Dedication of a half right-of-way of 55 feet along County Road 101 with a 10’ trail easement along the property line Mama G’s. iii. Provide impervious surface coverage calculations. iv. All parking areas must meet minimum setbacks unless otherwise approved as a variance. v. A 26-foot-wide drive aisle on the east end of the parking lot. vi. Indicate snow storage locations. vii. Wetland boundaries, wetland buffers, plantings, seeding areas and monument signs shall be shown on the preliminary plat, landscape plan, site plan, grading plan, and utility plan. viii. Detail plates must be revised to the City’s standard detail plates. 312 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 6 of 11 d. Confirm whether there will be any roof mounted mechanical equipment for Kwik Trip. i. Submit a roof plan if there will be roof mounted equipment that includes the proposed screening method. e. Submit revised building plans and renderings for Kwik Trip to address the following: i. Include a scale. ii. Dimension the building height as measured per the Zoning Ordinance’s definition of building height for the principal structure, car wash, and fuel canopy. iii. Remove the wall sign on the north building façade iv. Remove the Kwik Trip logos on the fuel canopy. v. Confirm the brick cladding is at least 5/8” thick to satisfy the Northeast District Plan and Design Guidelines. vi. Confirm the metal roof will use concealed fasteners as required. vii. Show the car wash drain at the exit on the floor plan. f. Provide additional details on the following for Kwik Trip: i. Confirm lighting on the canopy will be recessed. ii. Confirm the LED strip mounted to the gable will be shielded to comply with a 90-degree cutoff. iii. The proposed drain at the exit of the car wash as to how ice build-up will be addressed. g. Revise the landscaping plan for Kwik Trip to reflect the following: i. Required screening of any utility service structures and ground mounted equipment. ii. Provide required landscaping islands that meet the minimum size requirements as outlined in the Northeast District Plan and Design Guidelines. 1. Square footage of planting areas of islands must be identified. 2. Planting details must be provided. iii. A landscape buffer between all parking areas and the public sidewalk that consists of shade trees, low shrubs, or perennial flowers and a decorative fence or masonry wall at a height of no less than 3 feet, but no more than 4 feet as required by the Northeast District Plan and Design Guidelines. iv. Shrubs with a height of at least 3 feet for parking areas with 4 or more stalls to provide screening from properties guided or zoned residential and from public streets. v. Include more coniferous trees in the northwest and east boundaries of the site. vi. Include a mix of overstory and understory plantings with a mix of deciduous and coniferous materials closer to the proposed loading area to provide the required screening at an 80% opacity year-round. A fence can also be utilized in addition to plantings. vii. Include a note that all planting material centers shall be no closer than 3 feet from the fence or property line. 313 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 7 of 11 viii. All proposed plant species must be selected from the Northeast District preferred trees list. Remove and replace any species that do not comply. ix. Landscape detail plates must be revised to the City’s standard detail plates. x. Remove the use of rock mulch. h. Provide a landscape plan for the Mama G’s site that includes the following: i. Where the parking lot must be expanded, provide required landscaping islands that meet the minimum size requirements as outlined in the Northeast District Plan and Design Guidelines. 1. Square footage of planting areas of islands must be identified. 2. Planting details must be provided. ii. Planting details for landscaping islands. iii. Restoration of previous parking areas to a vegetated ground cover within required setbacks, easements, and right-of-way. iv. Include a note that all planting material centers shall be no closer than 3 feet from the fence or property line. v. All proposed plant species must be selected from the Northeast District preferred trees list. vi. Landscape detail plates must be revised to the City’s standard detail plates. vii. Include any conditions of approval for any variances granted related to landscaping. i. Revise the demo plan to reflect removing the parking lot for Mama G’s from right- of-way, the trail easement, and required setbacks. j. Submit a Chloride Management Plan for Kwik Trip and Mama G’s. k. Submit a detailed irrigation plan for Kwik Trip. l. Identify three resiliency strategies for Kwik Trip as outlined in the Northeast District Plan and Design Guidelines and incorporate into the plan set. m. Unless a variance is granted, plans must be provided to address the connection of the Mama G’s restaurant site (Lot 2, Block 1) to the City of Corcoran’s municipal utilities. 21. Trees, ponds, curb, retaining walls, and other private improvements shall be located outside of the public street easement and drainage and utility easements. a. If the City determines that encroachments are necessary, the applicant will be required to enter into an encroachment agreement with the City. 22. A building permit is required prior to beginning construction. 23. A building permit shall not be issued for Lot 1, Block 1 prior to the operation of the City of Corcoran’s water system or recording of the final plat for the project. 24. All signage shall comply with the standards in Chapter 84 of the City Code and is subject to a temporary or permanent sign permit. 314 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 8 of 11 25. All signs must be setback at least 10 feet away from all property lines and outside of any easements. 26. The Mama G’s site will be subject to the resiliency strategies of the Northeast District Plan and Design Guidelines upon redevelopment or a building expansion. 27. The applicant shall enter into a Development Agreement to provide a financial guarantee to protect the work for the entire project. 28. A right to entry agreement between Mama G’s, Kwik Trip, and the City is required to be recorded with the final plat and is subject to approval by the City Attorney. 29. Further, the following conditions must be met prior to issuance of building permits or making improvements on the site: a. The following must be recorded with Hennepin County with proof of recording submitted to the City: i. All approving resolutions. ii. Development Agreement iii. Stormwater Maintenance Agreement. iv. Trail Easement for Hennepin County. v. Road Easement. vi. Shared Access Agreement vii. Final Plat viii. Encroachment Agreements as required ix. A Right to Entry Agreement b. Payment of required fees including area and connection charges and park dedication fees. 30. Approval shall expire within two years of the date of approval unless the applicant commences the authorized use and completes the required improvements. 315 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 9 of 11 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 24th day of April 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 316 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 10 of 11 ATTACHMENT A Lot 1, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. Part Of East 500 Feet Of The SE ¼ - NE ¼ SEC. 12, TWP. 119, R. 23, Hennepin County, Minnesota. 317 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-25 Page 11 of 11 ATTACHMENT B Lot 2, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. 318 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-26 Page 1 of 5 Motion By: Seconded By: A RESOLUTION APPROVING TWO VARIANCES AND DENYING ONE VARIANCE FOR MAMA G’S AS PART OF THE “KWIK TRIP” APPLICATION ON THE PROPERTY LOCATED AT 9705 COUNTY ROAD 101 (PID 12-119-23-14-0005) (CITY FILE NO. 23-006) WHEREAS, Kwik Trip, Inc. (“the applicant”) request approval of a preliminary plat and site plan for 2 commercial lots on property described as follows: See Attachment A WHEREAS, the applicant requests approval of a variance from a building setback requirement for Lot 2, Block 1 containing the Mama G’s restaurant; WHEREAS, the applicant requests approval of a variance from a parking and drive aisle setback requirement for Lot 2, Block 1 containing the Mama G’s restaurant; WHEREAS, the applicant requests approval of a mandatory utility connection requirement for Lot 2, Block 1 containing the Mama G’s restaurant; WHEREAS, the Planning Commission reviewed the request at a duly called Public Hearing and recommended approval of the two setback variances and denial of the mandatory utility connection requirement, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for two setback variances and denies the mandatory utility connection variance request, subject to the following findings and conditions; 1. The requested variance to allow a 29.8-foot building setback from the property line adjacent to County Road 101 for Lot 2, Block 1 is approved based on the following findings: a. That there are practical difficulties in complying with the Subdivision and Zoning Ordinance. Lot 2, Block 1 has an existing commercial structure with a setback of 52 feet from the existing property line which will be reduced to 29.8 feet from the property line with required dedication of right-of-way for County Road 101. The existing structure is proposed to remain in its current location. b. That the conditions upon which a petition for a variation is based are unique to the parcels of land for which the variance is sought and were not created by the landowners. The increased right-of-way dedication is a requirement that is out of the property owner’s control, and the building is part of an established restaurant with sport courts immediately west that make is impractical to comply with the setback requirement. 319 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-26 Page 2 of 5 c. That the granting of the variation will not alter the essential character of the locality. The structure exists today and will remain in its current location. The long- established restaurant is part of the character expected in this area. d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. This standard was adopted to provide open green space and ensure future road expansions will not conflict with existing structures. However, the existing parking lot for the site goes up to the property line. Granting the variance for the requested building setback will not reduce green space along County Road 101. There will be space to accommodate road expansions for County Road 101 within the newly dedicated right-of-way. e. The variance is consistent with the Comprehensive Plan. Granting the variance will be consistent with the goals and policies of the Comprehensive Plan that focus on supporting, maintaining, and expanding existing businesses within the City. f. The City may impose conditions on the variance to address the impact of granting the variance. i. The applicant must revise the preliminary plat and plan set to reflect a 55- foot half right-of-way and a 10’ trail easement along County Road 101. ii. The applicant must revise the plans to show the following: 1. The parking area between the building and the property line must be converted back to greenspace. 2. Provide landscaping per Section 1060.070, Subd. 2(K) within the setback to the extent possible. iii. Redevelopment of the site will be expected to comply with all setbacks of the applicable zoning district. 2. The variance to allow a reduced parking and drive aisle setback along the property line from County Road 101 is approved at 15 feet for Lot 2, Block 1 based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. Lot 2, Block 1 has an existing parking lot with a 0-foot setback from the existing property line along County Road 101. A variance granting a 15-foot parking and drive aisle setback will allow for a safe separation from the property line and future trail corridor while balancing the functional needs of the site by maximizing parking capability. b. That the conditions upon which a petition for a variation is based are unique to the parcels of land for which the variance is sought and were not created by the landowners. The parking lot exists today with a 0-foot setback which is an unusual condition of the site. The increased right-of-way dedication is a requirement that is out of the property owner’s control. c. That the granting of the variation will not alter the essential character of the locality. The parking lot exists today with a 0-foot setback. A 15-foot setback arguably is an improvement as compared to the current setback on the site. The long-established restaurant site is part of the character expected in this area. 320 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-26 Page 3 of 5 d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. Parking lot setbacks are created to promote safe, functional, and visually appealing spaces. Granting a 15-foot setback will allow for a safe separation from the anticipated trail corridor in this area and improve the aesthetics of the site while balancing the parking demand of the site. e. The variance is consistent with the Comprehensive Plan. Granting the variance will be consistent with the goals and policies of the Comprehensive Plan that focus on supporting, maintaining, and expanding existing businesses within the City. f. The City may impose conditions on the variance to address the impact of granting the variance. i. The applicant must revise the preliminary plat and plan set to reflect a 55- foot half right-of-way and a 10’ trail easement along County Road 101. ii. The required 15-foot setback must be restored to green space with the parking lot improvements. 1. The plan set must be updated to include this change to the site. iii. Redevelopment of the site will be expected to comply with the parking and drive aisle setback at that time. 3. The variance to defer a mandatory utility connection is denied for Lot 2, Block 1 based on the following findings: a. That there are no practical difficulties in complying with Chapter 51 of the Zoning Ordinance. The property has municipal services currently served by Maple Grove. Infrastructure for Corcoran municipal services will become available to the site as part of the Kwik Trip development, and the desire to defer connection is based primarily on economic considerations. b. That the conditions upon which a petition for a variation is based are not unique to the parcel of land for which the variance is sought and were not created by the landowners. While the conditions upon which the variation were not created by the landowners, other parties have requested similar deferments with the City which have not been granted to ensure fair and consistent treatment in applying the ordinance. c. That the granting of the variation will not alter the essential character of the locality. The essential character of the locality will likely not be impacted should a deferment be granted. d. The proposed variance would not be in harmony with the general purposes and intent of the ordinance. Chapter 51 of the City Code intends to protect the integrity, financial stability, and adequacy of the City sanitary sewer and water supply systems. The City’s infrastructure fees and financial projections are based on the assumption that properties will connect as utilities are deemed available. e. The variance is not consistent with the Comprehensive Plan. This property has been showed in the 1st phase of the Staging Plan within the Comprehensive Plan 321 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-26 Page 4 of 5 for several years. A deferment is not consistent with the staging plan once utilities are available to the site. f. The City does not find there are appropriate conditions to add to address the impact of granting the variance. 2. The applicant is required to record this resolution with the Hennepin County’s Recorder’s Office and provide proof of recording to the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 24th day of April 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 322 City of Corcoran April 24, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-26 Page 5 of 5 ATTACHMENT A Lot 1, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. Lot 2, Block 1, MAMA G according to the plat thereof recorded by Hennepin County, Minnesota. Part Of East 500 Feet Of The SE ¼ - NE ¼ SEC. 12, TWP. 119, R. 23, Hennepin County, Minnesota. 323 December 4, 2024 City of Corcoran Natalie Davis McKeown – City Planner Kendra Lindahl – Landform Consulting Planner 8200 County Rd 116 Corcoran, MN 55340 RE: Kwik Trip Store 1202 - Brockton Lane N – 3rd Resubmittal on Incomplete Letter Dear Ms. Davis McKeown & Ms. Lindahl: This letter is intended to accompany the revised submittal for our Land Use Development Application to the City of Corcoran for the requested Preliminary Plat, Conditional Use Permit for Motor Fuel Sales and Site Plan Review. Kwik Trip, Inc. is proposing the construction of a 9,200 square foot Convenience Store with an attached 1,950 square foot single bay carwash as well as a 10-dispenser main fueling canopy. This site will be accessed from Brockton Lane N with a full movement access at the northern drive lane as well as a right-in/right-out movement at the southern access point. Included with the application in the resubmittal are one revised full-size 24x36 copy of the Site Improvement Plans and one 11x17 copy. I have also included copies of the Preliminary and Final Plat. The revised Conveyance Documents negotiated with the adjacent landowners and the City regarding the new Public street right-of-ways and sanitary sewer easement are also included with-in this application and review. The exterior elevations and renderings initially submitted on this development still stand accurate and up-to-date. The retail sales floor square footage for non-automotive merchandise is shown in the enclosed floor plan (shaded gray) and measures 3,765 square feet. This leaves 270 square feet for automotive merchandise. 324 A sound study in regard to the noise generated during a carwash operation is enclosed. We have installed berms and/or fences that help mitigate traveling noise from the exit side of the carwash. We have also limited the time of day/night the carwash dryers are able to run within a daily wash cycle. These mitigation measures usually occur when the proximity of adjacent residential use is more prevalent. Outdoor speakers at the fuel pumps are no longer utilized, however, now each fueling dispenser themselves has a speaker built in, activated once the dispenser is in use. This allows noise to only be present at the dispenser that is in use, and it also allows the volume to be regulated and edited from the store controls if needed and allows the sound to be muted by the guest utilizing the dispenser as well. With this submittal, we have also revised the sanitary sewer plans which include a new connection line at Mama G’s. This main runs in the perimeter utility and drainage easement and also in line with the proposed roadway right-of-way. A lift station and lift pump will need to be installed under the roadway to accommodate the lack of grade and gravity. Because this utility has been requested to be in a public easement, maintenance of this station and utility will fall under the City’s responsibility. Mama G’s total building square footage is 2,542. Inside dining measures at 1,870 square feet. Outdoor dining includes 1,518 square feet. There are a total of six sports courts which total 36,406 square feet. These figures can be used with the parking summary shown on civil sheet SP1, as well as the information on sheet SP1.2 to help understand total parking requirements. Operations The requested hours of operation will be 24 hours for all uses. The type of products that will be sold will be similar to that of our existing stores throughout the mid-west: fresh produce, bakery and dairy, hot and cold food and beverages, fresh meat and groceries, tobacco products, lottery, convenience store merchandise, alcohol, gasoline, diesel, ice and propane. The outside merchandising of products is being requested next to the store (two ice chests and one propane cage) and underneath the proposed main canopy. To ensure that the freshest products are sold in our stores, we request that daily deliveries be allowed. Buildings, Architecture and Site Design The architectural elements in this state-of-the-art building consist of a full brick cladding, standing seam metal roof, store front aluminum openings and stucco accents. Extensive landscaping, modern storm water facilities, pylon and wall signage, customer and employee parking, concrete paving with curb and gutter are also included in the overall site design. Investment in the City This project will be a multi-million-dollar investment in the City of Corcoran; Not only in the physical improvements and development of a vacant parcel, but also an investment of approximately 25 to 30 new permanent jobs in the City. The projected payroll here is estimated to be nearly $600,000 annually. 325 Community Partner We pride ourselves in being an asset in the communities where we are located. Families can walk or ride their bikes to our stores. Retirees on fixed income can access fresh groceries like milk, eggs, bread and fruit just steps from their car. We also take pride in giving back to the communities we serve with charitable donations and by partnering with local non-profits. Kwik Trip would be happy to provide any additional information or answer any questions or concerns the City of Corcoran may have with our submittal. Please feel free to call or email with any questions you may have. Sincerely, Steven Lowe Sr. Development/Construction Manager Store Engineering slowe@kwiktrip.com 608-793-5954 326 Request for Variance – Written Description Applicant is hereby requesting a variance from compliance with Corcoran City Code, Chapter 51.020, Subd. 1.2, which requires that “when a trunk or lateral water or sewer line is available to an existing non-residential property (with a structure), as defined in Chapter 51.010 Subdivision 1.2, all such non-residential properties shall connect to the line upon the earlier or (i) reconstruction (other than overlay or maintenance) of an adjacent roadway under which the line lies, or (ii) within one year following availability.” Applicant is specifically requesting that the property located at 9705 County Road No. 101, Corcoran, MN 55340 (PID: 12-119-23-140-005) (“Mama G’s Parcel”) be granted a variance from the requirements of Corcoran City Code, Chapter 51.020, Subd. 1.2. A) Practical Difficulties: The Mama G’s Parcel has been a developed and operational parcel for over 20 years. At the time the Mama G’s Parcel was developed, the City of Corcoran did not have public sanitary sewer or public water facilities which would have been able to provide service to the Mama G’s Parcel. As such, the owners of the Mama G’s Parcel entered into an agreement with the City of Corcoran and the City of Maple Grove, dated April 10, 1998 (the “Agreement” - a copy of which is attached hereto), which provided that the Mama G’s Parcel would be permitted to connect to Maple Grove’s public sanitary and public water facilities. In 2002, the Mama G’s Parcel experienced a fire which damaged the building located on the parcel. In determining how the building would be repaired and/or replaced, it was determined that in order to comply with the Corcoran City Code, the Mama G’s Parcel would need to be connected to a 6 inch main, however, neither the City of Corcoran nor the City of Maple Grove had a 6 inch main which could, at that time, service the Mama G’s Parcel, which resulted in the Mama G’s Parcel being a non-conforming parcel. The owners of the Mama G’s Parcel and the City of Corcoran entered into a Development Agreement executed by the parties on May 22 and June 3, 2022, which Development Agreement was further amended by that certain Amendment to Development Agreement executed by the parties, which permitted for the owner of the Mama G’s Parcel to move forward with development of the parcel without needing immediate compliance with the City’s requirement of the Mama G’s Parcel to be connect to a 6 inch main. Until recent work by the City of Corcoran, since the time the development agreement, and the amendment thereto, was executed, neither the City of Corcoran nor the City of Maple Grove had installed facilities which the Mama G’s Parcel could connect to and meet the requirements of the Corcoran City Code. During such time, the Mama G’s Parcel was unable to pursue any re-development due to the inadequate facilities provided by the City of Corcoran. The owners of the Mama G’s Parcel desire to pursue future re-development now that appropriate facilities are available, with the understanding that any future redevelopment would require that the Mama G’s Parcel install compliant sewer and water facilities on the parcel. Requiring the Mama G’s Parcel to install new facilities at this time could result in practical difficulties with re-development in the future as any interested developer may not 327 wish to utilize the facilities the City is requesting to be installed as they may be inadequate or otherwise may not meet the design standards for future development. Based on the foregoing, past actions and inactions by the City of Corcoran, and the execution of certain agreements between the City and the Mama G’s Parcel owners created practical difficulties in complying with Chapter 51.020, Subd. 1.2 of the City Code. B) Uniqueness: The Mama G’s Parcel is unique in that it has been developed and operational for many years prior to the City providing adequate facilities to allow for the Mama G’s Parcel to be compliant with Chapter 51.020, Subd. 1.2 of the City Code. Furthermore, the Mama G’s Parcel is unique in that it is a party to the Agreement, which permits the parcel to utilize facilities provided by the City of Maple Grove. The Agreement does not contain any termination or expiration language, and therefore, by its terms, remains in effect today. To our knowledge, there has been no rescission or termination of the Agreement, and therefore, the Mama G’s Parcel has the right to continue to utilize the Maple Grove facilities, as provided for in the Agreement. Due to the foregoing, the conditions present at the Mama G’s Parcel are unique to the parcel and were not created by the landowner. C) Essential Character: The owners of the Mama G’s Parcel are proposing to continue utilizing their existing facilities until such time as future redevelopment of the Mama G’s Parcel is underway. The essential character of the parcel will not be altered, and it will also have no impact on the locality as a whole as the surrounding newly developed parcels will be in compliance with the City Code. D) Maintain Harmony with Ordinance: The applicant is requesting a variance from the requirements of the City Code until such time as the Mama G’s Parcel is re-developed in the future. Permitting such variance would maintain harmony with the general purposes and intent of the ordinance in that in order for any future re-development to occur, the Mama G’s Parcel would need to come into compliance with the requirements of Chapter 51.020, Subd. 1.2 of the City Code, however, the variance would permit the owners of the Mama G’s Parcel with adequate time to pursue such redevelopment. E) Consistent with Comprehensive Plan: Permitting the variance would be consistent with the City’s Comprehensive Plan in that it would support an existing business in allowing for the existing business to continue operations without the need to install potentially temporary sewer and water facilities, while also attracting re-development of the parcel by allowing a future developer to install sewer and water facilities that are adequate for their intended use and in compliance with the City Code. Additionally, the Comprehensive Plan provides that commercial areas are “intended for development only when sanitary sewer and water are available”, which goes back to the practical difficulties previously discussed. The recent installation of adequate water and sewer facilities now provides an opportunity for re-development of the Mama G’s Parcel, however, such re-development will take time. 328 Permitting the variance also aligns with Goal 1, Policy 1 of the Comprehensive Plan’s Wastewater goals and policies, specifically which requires that developers “construct a system in a size and manner to support future needs of the system.” By requiring that the owners of the Mama G’s Parcel install a new sewer and water system now, such system would unlikely be an adequate system which would “support future needs of the system” due to the fact that the parcel is intended to undergo future re-development. Due to the foregoing reasons, permitted the variance would be consistent with the City’s Comprehensive Plan. F) Imposed Conditions: We would propose that the variance contain a timeframe in which any future re-development must occur, or a new system must otherwise be installed which meet’s the requirements of the City Code. We would propose allowing for seven years from the date the variance is granted to permit the owners of the Mama G’s Parcel to re-develop the parcel and install sewer and water facilities which comply with the City Code, or, if no such re-development takes place, the owners of the Mama G’s Parcel must still install new sewer and water facilities which comply with the City Code. 329 SBP Associates, Inc.SBP Associates, Inc.SBP Associates, Inc.SBP Associates, Inc. 22502 Beach Road Deerwood, MN 56444 Phone: 952-920-1500 Memorandum Date: October 30, 2020 To: Mr. John Wyciskalla, Braun Intertec From: Stephen Platisha, P.E. Re: Kwik Trip Choice Wash Noise Impacts Assessment Attached are a Figure and instructions to assess the potential noise impacts of the Kwik Trip Choice Wash versions of their car washes. The figure contains base noise levels with which impacts can be estimated at various distances, and in various directions from the car wash. These base levels were determined by measuring noise impacts near three existing Kwik Trip Choice Wash car washes. Please contact me with any questions you may have regarding the figure or the calculation methodology. 330 Kwik Trip Car Wash Impacts Assessment Notes and Instructions Noise Descriptors The figure provides projected base noise levels at 50 feet from the nearest edge of either the entrance door or the exit door of the car wash. Noise Levels are provided for the following noise descriptors: Leq The Leq can be though of as the average noise level for an entire wash cycle. Some regulatory authorities have restrictions based on a one-hour Leq. L5 The L5 is the noise level exceeded for 5 percent of the time during the wash cycle. It was found to correlate well with sound level readings taken when the car wash dryer is operating near maximum noise level. L10 The L10 is the noise level exceeded for 10 percent of the time during the wash cycle. Some regulatory authorities (including Minnesota) have restrictions based on the one-hour L10. It normally is defined by the dryer portion of the wash cycle. L50 The L50 is the noise level exceeded for 50 percent of the time during the wash cycle. Some regulatory authorities have restrictions based on the one-hour L50. It normally is defined by the washing portion of the wash cycle. Calculating Noise Impacts at Various Distances The noise levels at distances further from the car wash can be calculated by subtracting the following amount from the 50-foot base noise levels provided in the figure. 20 x log10(distance/50) The following table presents the calculated amount (from the above equation) to subtract from the 50-foot Base value to determine the noise level at the more distant receiver. Distance from Edge of Car Wash Door (feet) Amount to Subtract from 50 ft. Base Value in Figure 75 3.5 100 6.0 125 8.0 150 9.5 175 10.9 200 12.0 225 13.1 250 14.0 275 14.8 300 15.6 331 332 333 Memo To: Kevin Mattson, PE City Engineer/Public Works Director From: Kent Torve, PE Steve Hegland, PE Project: Preliminary Plat Plan Review Kwik Trip Store #1202 Date: March 5, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. 1202 – Site Improvement PlansV4 dated January 30, 2025 2. 1202 – Stormwater Management Plan_250130 dated January 30, 2025 3. 1202 Resubmittal Cover Letter V4 dated February 4, 2025 4. Maple Grove Water Agreement received February 4, 2025 5. Request for Variance – Mama G’s(4559662.1) received February 4, 2025 Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. Preparation of and compliance with a SWPPP shall be required for construction. 4. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 5. Update Corcoran standard details plates to 2025 revision and include all applicable detail plates in final plat plan submittal. Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. a. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. b. Provide drainage and utility easement around pond HWL. c. Provide drainage and utility easement over all pond access routes. d. Provide drainage and utility easement for all public utilities not located in ROW. Transportation 1. The turn lanes into the project site, including both northbound and southbound turn lanes at potentially both entrances, are anticipated to be a City-led project. For project delivery, the developer shall establish an escrow prior to the turn lanes being designed and publicly bid. Based on previous 334 March 2025 Kwik Trip Kevin Mattson, PE City Engineer/Public Works Director Page 2 of 4 experience, we would anticipate the scope of the improvements to extend further on County Road 101 that is shown on the development plans. Plans may deviate from those shown on application to meet Hennepin County standards. Development shall be responsible for any necessary easements to complete these improvements. 2. Eastbound left and right turn lanes will be required on the northern access road connection to County Road 101. 3. Pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements at time of final plat. 4. Call out curb for public streets as B618. 5. At entrances to the site from the public roadways, identify that concrete apron per city details will be necessary. 6. Include note: “or match existing thickness” for Cedar Lane pavement section on sheet SP 1.3 7. Reduce the eastern of the two northern access points to be 32’ in width to meet City Standards. 8. The southern shared entrance from CR 101 shall be reviewed and approved by Hennepin County, including the width. The county may limit movements or not allow access which could impact the existing site layout. 9. East-west roadway within the site shall be designed to the City Commercial standard. Refer to detail STR-1D. 10. Public roadways should be signed as no parking. 11. If parking is added to the southern lot, modifications to the stormwater management plan may be necessary to accommodate the additional pavement. 12. Future redevelopment of the southern parcel may require the stormwater management system to be expanded or a new stormwater management system to be installed to meet regulatory requirements at that time. 13. The northwest portion of the roadway should be designed at a T intersection with the western portion barricaded. See below for snip of concept. Site Plans 1. Street lighting locations shall be reviewed by public safety at final plat and final lighting locations shall be determined at the time permitting. It is anticipated that a public streetlight(s) will be required as part of the project. 335 March 2025 Kwik Trip Kevin Mattson, PE City Engineer/Public Works Director Page 3 of 4 2. Development sign is within drainage and utility easement. Sign should be moved to be outside of this easement. Grading 1. All maintained areas to have 4:1 slopes. Several areas on north and west have landscaping and will be maintained and are currently shown at 3:1 slopes. 2. Label clearly on plans the EOF’s for all areas where water will be collected including any low areas in roadways and greenspaces. 3. Include hatch showing location of 15’ wide pond access routes. 4. Show necessary ditch or swale grading along County Road 101. Currently portions appear flat. 5. Show an EOF and top of berm elevation for the Stormwater Pond 10P and provide a standard detail for the stabilized EOF. EOF route should not be across adjacent parcel’s parking lot. 6. Provide outlets for areas of trapped water created by berm over sanitary sewer. Storm Sewer 1. Revise pond normal water level (NWL) label to match the HydroCAD model elevation. Revised model shall have starting elevation at the constructed outlet. 2. Update CBMH-103 for bi-directional casting. 3. All storm sewer pipe conveying public runoff shall be CL. 5 RCP. 4. Profile views shall be provided for all storm sewer at time of final plat. 5. Easements shall be provided over all storm sewer pipes. Easements shall be shown on the utility plan to ensure they are adequate. 6. All drain tile to be SCH. 40, solid or perforated pipe. 7. Include view of storm sewer system section from STMH 114 to the south. 8. Show all street/parking lot drain tile on storm sewer or drain tile sheets for final plat. 9. Provide OCS detail matching the pipe size shown in the model and what is shown on the storm sewer plan sheets. 10. Show stormwater plan and profile for the pipe outlet from pond to the south. Drainage and utility easements over southern parcel will need to be extended for access to the pipe. 11. Storm sewer collecting water from the public roadway should be kept separate from the storm sewer serving the private parking lots and discharge directly into the pond. Watermain/Sanitary Sewer 1. Plan and profiles for all utilities shall be provided at the time of final plat submittals. 2. Valve locations to be reviewed at time of final plat. Generally, valves shall be located at all intersection as one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. 3. Hydrant spacing to be reviewed by public safety at time of final plat. 4. A hydrant exists at the location of the northern access road. The hydrant shall be removed and the watermain extended to the west along the northern public roadway. 5. Watermain shall be extended to be accessible to the Mama G’s parcel. Even if not hooked up, water should be extended to be accessible from the lot. This should be done by extending water south along the western roadway. 336 March 2025 Kwik Trip Kevin Mattson, PE City Engineer/Public Works Director Page 4 of 4 6. Separate domestic and fire services are required for commercial buildings. 7. Water service should come from the northern or western watermain to be installed and not the trunk line along the County Road. 8. 1’ of separation between storm sewer and sanitary north as well as northeast of CBMH 107. Confirm and call out insulation. 9. The City sanitary sewer main should be extended south along the western roadway to be available for the Mama G’s property or future redevelopment of that property. 10. Watermain is present along Cedar Lane within the Bellwether development and is down the middle of the road. The current proposed sewer connection is on the same alignment and would require the watermain to be reinstalled at a minimum of 10’ away per MDH standards. 11. Call out SDR 35 PVC to be used for 8” sanitary sewer. 12. The easement to the north shall be sufficiently wide to provide access to the sanitary sewer with a 1:1 slope in either direction. Plan and profile for the sanitary sewer should be provided to verify necessary easement width. 13. The applicant shall identify a plan to manage sand and fines from the car wash to ensure it doesn’t discharge into the sanitary sewer system. 14. We would recommend reviewing the layout of the grease trap. The service discharges east to then drain through several bend and route west. Erosion Control: 1. Rip rap not required at culvert outlet in county ditch. 2. Provide culvert end protection on upstream end of county culvert. 3. Erosion control blanket required on areas of 3:1 or greater slopes. Landscape: 1. Tree plantings should be clear of the pond access route. 2. Tree plantings near underground utility infrastructure will be reviewed at time of final plat. End of Comments 337 Memo To: Kevin Mattson, PE, City Engineer/Public Works Director From: Kent Torve, PE Steve Hegland, PE Project: Preliminary Plat Stormwater Review Kwik Trip Store #1202 Date: February 21, 2025 Exhibits: This Memorandum is based on a review of the following documents. 1. 1202 – Site Improvement PlansV4 dated January 30, 2025 2. 1202 – Stormwater Management Plan_250130 dated January 30, 2025 Comments: General: · Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. o Watershed process will first involve receiving City authorization to submit to ECWMC. Modeling 1. Show subwatershed boundaries that are beyond the property boundary on drainage figures that receive Kwik Trip discharge and more survey detail for CSAH 101 drainage onto the site. 2. Provide City OCS detail with constructed elevations matching the model. 3. Primary device #1 should be modeled as the outlet pipe leaving the OCS. The inlet should be modeled as a pipe device #3 routed to the outlet pipe device #1. 4. Revise pond normal water level (NWL) label to match the HydroCAD model elevation. Revised model shall have starting elevation at the constructed outlet. Storm Sewer 1. South discharge—The rate control and water quality design is based on a free outflow to the south therefore additional survey shots are required to confirm. Discharge location should be 1 foot above delineated/wetland edge. 2. All storm sewer pipe conveying public runoff shall be RCP. 3. Update casting information for STMH 114 and 113 and OCS 115 to meet Corcoran Standard Detail requirements. 4. Update CBMH-103 for bi-directional casting. 5. Inlet pipes shall be reverse sloped into the OCS structure. 6. Minimum crossing size along County Road 101 is 15”. 7. Profile views shall be provided for all storm sewer at time of final plat. 8. Show non perforated draintile past the extent of the pond into the OCS. 9. An additional tile run should be added to the filtration basin for redundancy and combined at an upsized header pipe before discharging into the OCS 338 Kwik Trip Infrastructure Feasibility Study June 2023 Prepared for: City of Corcoran, MN 8200 County Road 116 Corcoran, MN 55340 Prepared by: Stantec Consulting Services Inc. One Carlson Parkway Plymouth, MN 55447 Project Number: 193806190_121 339 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Project Number: 193806190-112 Table of Contents 1.0 INTRODUCTION .......................................................................................................... 1.1 2.0 TRANSPORTATION .................................................................................................... 2.2 2.1 TRIP GENERATION ..................................................................................................... 2.2 2.2 PRELIMINARY COUNTY REVIEW .............................................................................. 2.2 2.3 INTERIM AND ULTIMATE LOCAL STREETS .............................................................. 2.3 2.4 FINDINGS .................................................................................................................... 2.4 3.0 SEWER AND WATER ................................................................................................. 3.5 3.1 SEWER ........................................................................................................................ 3.5 3.2 WATER ........................................................................................................................ 3.5 3.3 FINDINGS .................................................................................................................... 3.6 4.0 WATER RESOURCES ................................................................................................. 4.7 4.1 REGULATORY OVERVIEW ......................................................................................... 4.7 4.2 DEVELOPMENT STORMWATER AND CONVEYANCE .............................................. 4.7 4.3 WETLANDS ................................................................................................................. 4.8 4.4 FINDINGS .................................................................................................................... 4.8 5.0 FINANCING ................................................................................................................. 5.1 5.1 SUMMARY ................................................................................................................... 5.1 6.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................ 6.1 WATER .................................................................................................................................... 6.2 WATER RESOURCES ............................................................................................................ 6.2 FIGURES Figure 1 Site Plan APPENDICES Appendix A ALTA Survey and Grading Plan Appendix B Transportation—NE District Appendix C NE Sanitary Sewer System Appendix D NE Water System and Modeling Results Appendix E Stormwater Modeling Guidelines 340 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Introduction June 2023 Project Number: 193806190_112 1.0 Introduction Kwik Trip has submitted a concept to develop a 9,200 foot convenience store with 1,950 square foot carwash, a10 pump main fueling hub, and 2 diesel pumps. The site is along CSAH 101 and adjacent to the existing Mama G’s property. The concept plans propose a full access along the north property line and a right in / right out access along the south property line. A shared access agreement shall be provided to Mama G’s to utilize both of these entrances. Mama G’s would eliminate the existing CSAH 101 driveway accesses under this proposal. Although the City is the lead for the local government process, there are multiple agencies involved with reviewing and issuing permits or approvals for the development including Hennepin County (CSAH 101) Minnesota Pollution Control (MPCA—Construction Stormwater), Minnesota Department of Health (MDH-- watermain), Elm Creek Water Management Commission (stormwater). Additionally, the MPCA and Metropolitan Council Environmental Services (MCES) may have some regulatory authority on the sewer system, depending on the sewer option to serve the property. The water supply to this site will be affected by the ongoing water infrastructure projects in NE Corcoran, in that the project is scheduled to use the City’s Water Treatment Plant and Tower unless a temporary contract amendment with Corcoran and Maple Grove is executed. The system information provided with this study include site plan figure and supplemental information of the ALTA Survey and Grading Plan (Appendix A), NE Transportation (Appendix B), NE Sewer System (Appendix C), NE Water System (Appendix D) and Stormwater Modeling Guidelines (Appendix E). . 341 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Transportation June 2023 Project Number: 193806190_112 2.0 Transportation Kwik Trip generates a significant number of trips and access is of high importance in function and location. For this site, Kwik Trip is proposing the following access points to CSAH 101. Shared access agreements should be obtained through the development process between Kwik Trip and Mama G’s to allow for both businesses to utilize these access locations. The locations are shown on the site plan (see Figures section). North main entrance to CSAH 101 South right in/right out entrance to CSAH 101 Two Mama G’s access points along a southerly shared property line o Mama G’s would terminate the two existing access points and solely connect to the new north connections 2.1 Trip Generation The expected trips were calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers. The resultant trip generation estimates are shown in Table 1. Table 1: Weekday Trip Generation Land Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Gas Station with Convenience Store 20 VFP 316 316 632 269 269 538 6915 High Turnover Sit-Down Restaurant 2,950 SF 16 12 28 16 11 27 316 Totals 332 324 660 285 280 565 7231 Note: VFP=vehicle fueling positions (note two fueling positions per pump), SF=square feet The construction of this facility with direct access to the County Roadway system will not have impacts on the functionality of the existing City roadway system. 2.2 Preliminary County Review The County has permitting authority for the access locations along CSAH 101 and via email has given the following preliminary review comments for the Kwik Trip plan: 342 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Transportation June 2023 Project Number: 193806190_112 Supports a right in-right out for the southern access point, but only if the two southern driveways/access points for Mama G’s are closed. Mama G’s would provide written agreement with eliminating direct access to CSAH 101. Required northbound left turn lane to the northern access, with the need for southbound turn lanes to be further reviewed, but likely at both access points. County requests the City reserve right-of-way along CSAH 101 for future roadway, pedestrian/trail, utility and drainage needs or construct them with the development. County staff encourages the City to create ghost plats for the neighborhood to the west of Kwik Trip to coordinate access needs. 2.3 Interim and Ultimate Local Streets The City has managed recent developments with similar access challenges by providing short term access solutions and preserving the land for the ultimate City street system. The long term needs for this site include: East/west local street connection along the northern border with an 80-foot ROW, and North/south local street along the west edge of Kwik Trip. This street would connect to Cedar Lane within the Bellwether Development and extend south with a 60-foot ROW. These connections are shown in the NE District Plan (Appendix B) and are a baseline requirement for the site. Due to the challenges of short term cost implications versus ultimate system needs, the following options have been identified for the Kwik Trip site: 343 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Transportation June 2023 Project Number: 193806190_112 East/West Local Street Option A- Dedicate a 40 foot half ROW along the north property line and build a 32-foot interim driveway access. Upon development, the adjacent parcel will also be required to dedicate 40 feet ROW and the ultimate local street will be constructed. Option B - Reach agreement with adjacent parcel owner on additional easement or ROW and build the ultimate street with this development. North/South Local Street Option A -- Dedicate a 30 foot half ROW and build a 20 to 24-foot interim access terminating in a cul-de- sac or turnaround at Mama G’s. Option B – Reach agreement with adjacent parcel owner on additional easement or ROW and build the ultimate local street with this development. Note: Section 4 will discuss the stormwater complexity for the site and extending stormwater conveyance from Kwik Trip southerly along this north /south street alignment that has been identified as a potential mitigation strategy and could be combined with the local street solution. 2.4 Findings The following findings have been identified for this development. Access The proposed access shall have a maximum width of 32 feet at access locations. Dedicate CSAH 101 ROW with the plat (typically 60-feet with an additional 5-foot trail easement or 65-feet for a half ROW dedication) Provide full access as approved by Hennepin County to the north of the site. Provide a right in/right out access at south entrance as approved by Hennepin County Concept shows two Mama G’s connections along southern property line Obtain approval from Mama G’s to close two existing entrances Local Streets - Interim Private Driveways East/West 344 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Transportation June 2023 Project Number: 193806190_112 Build a 32-foot interim road within a 40 foot half ROW or obtain adjacent property easement and build ultimate local street with 80 foot ROW. North / South Build a 24-foot interim road within 30 foot dedicated half ROW or obtain adjacent property easement and build ultimate local street with 60 foot ROW. Construct cul-de-sac or turnaround that meets City standards at Mama G’s termination. 345 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Sewer and Water June 2023 Project Number: 193806190_112 3.0 Sewer and Water The development is near sewer in Bellwether (Appendix C) and water supply needs contractual rights but physically is located within an existing easement on the parcel along CSAH 101 (Appendix D). The sanitary sewer within the Bellwether development is not directly adjacent to the parcel but is intended to ultimately service this parcel as outlined in the City of Corcoran Comprehensive Sewer Plan. 3.1 Sewer The development has options to provide the site sanitary sewer service, although no public sewer is adjacent to the property. The options include a temporary connection to the City sewer system that would require a small, private, “grinder” sanitary lift station and forcemain. This forcemain could be installed along CSAH 101, then west through existing drainage and utility easements to an existing manhole in the Bellwether development at the intersection of Cedar Lane and 99th Place. This alternative would be considered temporary and when sewer becomes available at the property line, Kwik Trip would be required to connect directly to the gravity system. Kwik trip could also negotiate a private utility easement with the adjacent property owner for a more direct route for connection. The other option is to receive a City variance and install sewer holding tanks that are privately maintained by Kwik Trip until a connection to City sewer becomes available. The force main option would be subject to the regulatory horizontal distance spacing to meet MDH standards for separation from municipal water main. It appears from the ALTA survey (Appendix A) , the water main is installed approximately 55 feet west of the existing property line, which would be within the presumed 65 foot new County ROW dedication. Therefore, the sewer forcemain could be installed within the City’s D/U easement on the property. It appears the alignment would need to be adjusted to be within County ROW for the property north of Kwik Trip or additional easement could be acquired to maintain the 10-foot separation. Mama G’s is included in the plat for parking and access, however this also has utility implications. City code requires connection when utilities are available, or alternatively timelines are extended by Council. Plans shall show the current locations and planned utility service connections for sewer and water for Mama G’s. Plans shall show ultimate route and connections to the system in Bellwether with grades and inverts for both Mama G’s and Kwik Trip. 3.2 Water Corcoran has authorized contracts for construction of a water treatment plant (WTP) and an elevated storage tank (tower) in the NE Zone with planned operation at the end of 2024. This development is contingent upon an operational system unless a modification of the Corcoran/Maple Grove water supply contract is executed. A 2021 feasibility study for raw water wells and pipes is also included in Appendix B. 346 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Sewer and Water June 2023 Project Number: 193806190_112 A recent analysis looked at two scenarios for the NE service area. The main analysis was executed assuming the WTP and tower are operational, with the tower providing the hydraulic grade line (WTP pumps off). An additional worst-case scenario was evaluated in which both the Tower and WTP are offline, with the existing 16-inch interconnect with Maple Grove providing the hydraulic grade line. For fire flow analyses, the industry standard minimum residual pressure of 20 psi was used. For commercial/industrial areas, a target fire flow of 3,000 gpm is typical. New commercial/industrial buildings may be sprinklered and, as such, most of these buildings will ultimately have a lower acceptable target. However, 3,000 gpm is deemed a reasonable overall target, and allows for some conservatism in this safety-driven parameter. These targets are only estimates for planning purposes and do not represent a rating for the site. For the Kwik Trip site, the water pressure and fire flow are within adequate levels for both model scenarios. The city water system is available at the east development boundary and should be extended to the western boundary so that the watermain can be extended with future development. 3.3 Findings The following mitigation measures are required for sewer and water: Sewer Three options exist for sewer service include; A private lift station and forcemain along CSAH 101. A private lift station and forcemain along easement corridor negotiated with adjacent property owner Temporary holding tanks. Mama G’s connection timing should be addressed with Kwik Trip approval process and the existing locations of Mama G’s sewer/septic shall be shown on plans as well as planned routing for service connections. Water The Corcoran Tower will provide 70 psi and Maple Grove connection provides an average day pressure 61 psi at ground elevation. The Corcoran Tower will provide 3,072 gpm of fire flow and Maple Grove provides 5,000 gpm. 347 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Water Resources June 2023 Project Number: 193806190_112 Watermain should be extended to the western boundary where it can be extended to loop into the city system in the future. Mama G’s water supply connection is same as sewer listed above. 4.0 Water Resources 4.1 Regulatory Overview Stormwater management regulations in the proposed project area would be guided or directed by Corcoran’s Local Surface Water Management Plan (Local Plan) the City’s Guidelines (Appendix E) , Stormwater Pollution Prevention Plan (SWPPP) and MS4 requirements. Each of these documents has a larger regulatory context: The Local Plan reflects the goals, policies and rules of the Elm Creek Watershed Management Commission’s Third Generation Watershed Management Plan (Commission’s WMP). The SWPPP is a requirement of the City’s stormwater permit, also known as the Municipal Separate Storm Sewer System (MS4) permit. The MS4 permit is issued by the Minnesota Pollution Control Agency (MPCA) which was reissued in October of 2021. Among other goals, both documents include plans to meet pollutant load reductions calculated in the Elm Creek Watershed Total Maximum Daily Load (TMDL) study. TMDL studies are required for surface waters that are designated as impaired – in other words, those that do not meet one or more State water quality standards. City guidelines lay out the required modeling parameters, preferred BMPs and some construction materials. City approval is required prior to application for the WMO approval process. Further City review occurs with construction plan approval process. 4.2 Development Stormwater and Conveyance Stormwater is challenging for the site for offsite conveyance and during the approval process the modified stormwater management system will be subject to City stormwater guidelines, wetland regulations and Elm Creek Watershed approval. Stormwater management for the concept plan is shown as underground tanks with a primary point discharge to the west. These point discharge locations to rural land use are problematic for offsite impacts and a typical City review for conveying drainage to the nearest significant waterbody has identified these options: o Coordinate with Mama G’s to install conveyance to the south into the main wetland on Mama G property, 348 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Water Resources June 2023 Project Number: 193806190_112 o Obtain permission or easement for westerly adjacent landowner for conveyance into the main wetland, or o Investigate and provide documentation for modifying the site to discharge primarily to CSAH 101 location. A portion of Mama G’s parking lot is included in the plat and this may trigger watershed review. More detailed review comments for the stormwater management plan will be provided as the process moves forward and the system is revised. 4.3 Wetlands No wetland information has been submitted for these parcels, although an aerial review shows only agricultural use. 4.4 Findings Stormwater is challenging for the site due to the high impervious and limited discharge locations to a significant water body. Discharge locations will need to be determined since the current location shows a point discharge across undeveloped property. Identified discharge options for the site are to o Coordinate with Mama G’s to install conveyance to the south into the main wetland on Mama G property, o Obtain permission or easement for westerly adjacent landowner for conveyance into the main wetland, or o Investigate and provide documentation for modifying the site to discharge primarily to CSAH 101 location. City stormwater guidelines will be utilized (see Appendix E) that cover modeling and drainage items. guidelines will be updated with the 2023 Engineering Standards update prior to final plat approval. A City stormwater area charge may be in place prior to final plat. Additional modeling and grading plan will be reviewed with the continuing City process. Underground storage and treatment system is proposed and during the final construction plan approval process the construction details, manufacturer and operations and maintenance plan shall be provided for review by the City. A portion of Mama G’s parking lot is included in the plat and this may trigger watershed review. 349 KWIK TRIP INFRASTRUCTURE FEASIBILITY STUDY CITY OF CORCORAN Financing June 2023 Project Number: 193806190-112 5.0 Financing 5.1 Summary Financing options of the development necessary for infrastructure and to mitigate impacts typically follow the approach of: On-site infrastructure is managed by the developer. Stormwater area charge may be implemented by City prior to final plat. All trunk fees (TLAC) and potential stormwater area charge will be due at the time of final plat. Off-site projects are typically managed by the by City (engineering, bidding and construction management) through an escrow. The details of area fees, credits, and infrastructure financial commitments will be identified in the Developer Agreement, which is updated with each phase of the development 350 6.0 Conclusions and Recommendations The following infrastructure improvements are feasible and necessary to manage the development. Transportation Access Maximum 32 feet width at CSAH 101 ROW Dedicate CSAH 101 ROW with the plat (typically 60 or 65 feet) Full access at north entrance Right in / Right out at south entrance Two Mama G connections along south property line Mama G closes two existing entrances Local Streets-Driveway Access East/West Build a 32-foot interim road within a 40 foot half ROW, or obtain adjacent property easement and build ultimate local street with 80 foot ROW. North / South Build a 24-foot interim road within 30 foot dedicated half ROW, or obtain adjacent property easement and build ultimate local street with 60 foot ROW . Construct cul de sac or turnaround that meets City standards at Mama G termination. County System Improvements County has provided preliminary review that identifies improvements including: Northbound turn lane at the north access point and southbound turn lanes will be likely at both access points. Dedication of ROW, typically 60 to 65 feet. These items are under the jurisdiction of the County and will be more detailed as the project moves forward. 351 Sewer Three options exist for sewer service include; A private lift station and forcemain along CSAH 101. A private lift station and forcemain along easement corridor negotiated with adjacent property owner Temporary holding tanks. Mama G’s connection timing should be addressed with Kwik Trip approval process and the existing locations of Mama G’s sewer/septic shall be shown on plans as well as planned routing for service connections. Water Water The Corcoran Tower will provide 70 psi and Maple Grove connection provides an average day pressure 61 psi at ground elevation. The Corcoran Tower will provide 3,072 gpm of fire flow and Maple Grove provides 5,000 gpm. Watermain should be extended to the western boundary where it can be extended to loop into the city system in the future. Mama G’s water supply connection coordination, locations and process are same as sewer. Water Resources Discharge locations will need to be determined since the current location shows a point discharge across undeveloped property. Identified discharge options for the site are to o Coordinate with Mama G’s to install conveyance to the south into the main wetland on Mama G property, o Obtain permission or easement for westerly adjacent landowner for conveyance into the main wetland, or o Investigate and provide documentation for modifying the site to discharge primarily to CSAH 101 location. City stormwater guidelines will be utilized prior to final plat approval. 352 A City stormwater area charge may be in place prior to final plat. Additional modeling and grading plan will be reviewed with the continuing City process. Underground storage and treatment system is proposed and during the final construction plan approval process the construction details, manufacturer and operations and maintenance plan shall be provided for review by the City. A portion of Mama G’s parking lot is included in the plat and this may trigger watershed review. 353 FIGURE Site Plan 354 | | | | | | | | | | | | | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u TREE 1 0 I N TREE 1 0 I N ue ue ue ue ue ue ue ue TREE 1 0 I N TREE 1 0 I N NO PA R K I N G LO A D I N G ZO N E CA R WA S H MASTER SATELLITE SATELLITE MASTER 5'-0 " 2'-6" Know what's below. before you dig.Call R 1202 SP3 ST O R M S E W E R P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM & S I D E D I E S E L 53182 35 5 - Appendix A Alta Survey and Grading Plan 356 FND 1 8 4 2 5 F N D 1 / 2 I P T I P P E D FND 8 1 9 4 T I P P E D 947.294 6 . 5 94 5 . 4 945.3 946.7 947.0945.9944.1942.9942.1 941.5941.6 941.5 941.6 941.8 942.5 943.6 945.2 946.2 947.2 948.0 947.2 9 4 6 . 1 94 7 . 0 94 7 . 4 947.4 9 4 7 . 1 94 6 . 7 948.4947.5945.6944.3943.1941.9940.9940.4939.9939.9 939.7 939.3 939.5 940.2 941.6 942.8 944.1 945.8 948.3 949.0 9 4 7 . 4 9 4 7 . 0 947.5 94 7 . 3 94 7 . 6 948.9947.1944.6943.2 942.2 941.4 940.2939.6 939.6940.1 94 1 . 1 940.4 940.6 941.3 942.3 943.0 943.9 945.3 946.7 947.7 94 7 . 2 94 7 . 0 947.7 947.5 94 7 . 0 9 4 6 . 8 947.7945.9 944.4943.3 942.8942.5942.0942.7942.8942.1 942.6 944.1 943.7 942.7 943.0 943.5 943.9 944.3 945.9 947.6 9 4 6 . 3 946 . 6 947.5 946.9 94 5 . 9 945 . 7 947. 8 945.9944.8944.6944.1 94 4 . 3 944.5945.4945.4944.5 945.8 946.4 945.7 9 4 5 . 3 944.7945.1 945.4 945.6 948.6 26 1 . 3 6 20 0 . 0 0 N89°44'07"E 467.00 94 0 9 4 2 9 4 4 9 4 6 9 4 8 PARCEL 2 PARCEL 1 PID #12-119-23-14-0006 PID #12-119-23-14-0004 NORTH LINE OF MAMA G SOUTH LINE OF LOT 1 BLOCK 1 MAMA G 22 . 6 17 . 6 10.0 40.0 40.0 DRAINAGE AND UTILITY EASEMENT PER PLAT MAMA G 65FT UTILITY EASEMENT AGREEMENT PER DOC. NO. A10648735 65.0 10.0 EXISTING FIELD LINE AS LOCATED 7JUN21 PUBLIC RIGHT OF WAY WIDENED FROM 33FT TO 40FT PER DOC. NO. 6388831 TREE 1 0 I N TREE 1 0 I N TREE 24IN 1FT N 945.1 944 . 0 94 3 . 9 9 4 4 . 1 945.3 946.394 5 . 2 9 4 5 . 4 94 6 . 3 947.7 947.6 947.2 947.1 947.5 947.7 946.0 946.7945.5945.1944.9944.4945.1945.3 948.6 TRAVELED CENTERLINE OF ASSUMED FIELD APPROACH (ENCROACHMENT) EXISTING MOWED GRASS LINE AS LOCATED 7JUN21 EXISTING FIELD LINE AS LOCATED 7JUN21 20.0 20.0 20 . 0 20 . 0 100.0 100.0 100.0 100.0 20 . 0 20 . 0 26 1 . 3 6 500.00 13 11 12 LINE 261.36 FEET NORTH OF THE NORTH LINE OF MAMA G 94 6 9 4 4 TREE 1 0 I NTREE 1 0 I N PUBLIC RIGHT OF WAY EASEMENT PER DOC. NO. 6388831 11 PARKING LOT. ENCROACHING FROM ADJACENT PROPERTY TO THE SOUTH 7.0 7.0 E. G. RUD & SONS, INC. Professional Land SurveyorsEST. 1977 990 - 5th Avenue SE, Suite 2HUTCHINSON, MN 55350 TEL. HUTCHINSON: (320) 587-2025 TEL. GAYLORD: (507) 237-5212 www.egrud.com NORTH 210759AS ~for~KWIK TRIP INC. ~of~LOT 1, BLOCK 1, MAMA G & PART OF EAST 500 FEET OF THE SE 1/4 - NE 1/4 SEC. 12, TWP. 119, R. 23, HENNEPIN COUNTY, MN. 3 NO.DATE DESCRIPTION BY 2 SNN CBS CHECK BY: DRAWN BY: 1 210759 DATE:JOB NO: S:\CIVIL-3D-PROJECTS\1 2021 PROJECTS\210759AS-KWIK TRIP CORCORAN\CURRENT\210759BT.DWG FIELD CREW: BCK/LKN ALTA/NSPS LAND TITLE SURVEY GENERAL NOTES 1. Fee ownership is vested in Lois J. Becher and Jerry C. Becher, Trustees and successor Trustee(s) of the Lois J. Becher Revocable Trust under agreement dated December 18, 2017, as amended, subject to the interest of Mama G's Properties LLC, a Minnesota Limited Liability Company as Contract Purchaser. Parcel ID Number: 12-119-23-14-0006 & 12-119-23-14-0004 2.Address of the surveyed premises: *Not yet assigned by the City of Corcoran Minnesota. 3.Bearings shown hereon are based on the Hennepin County Coordinate System. 4.Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map Community No. 270155 Panel No. 0044 Suffix X by the Federal Emergency Management Agency, effective date NOVEMBER 4TH, 2016. 5.Boundary area of the surveyed premises: 224,080± sq. ft. (5.14 acres). 6.A zoning endorsement letter was not furnished to the surveyor. A search of the City of Corcoran's web site indicates that the surveyed premises shown on this survey is currently zoned C-2-(Community Commercial). Under the applicable zoning regulations, the current setbacks are: Building:Front = 100 feet Side = 20 feet Rear = 20 feet Parking:Front = 100 feet Side = 10 feet Rear = 10 feet For additional information contact the Planning and Zoning Department at the City of Corcoran, contracted through Landform Professional Services LLC. at (612)-638-0225. 7.There are 0 marked or striped parking areas onsite. (0 regular, 0 handicapped) *NOT ACCOUNTING FOR ENCROACHING PARKING LOT 8.The surveyed premises has access to County Road No. 101 (A.K.A. Brockton Lane North), a public street. 9.Location of utilities existing on or serving the surveyed property determined by: -Observed evidence collected pursuant to Section 5.E.iv. -Markings requested by E.G. Rud And Sons INC. per Gopher State One Call Ticket No. 211604943 & 211604944. -Record drawings provided by the City of Corcoran's engineering department. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. 10.Subsurface and environmental conditions were not examined or considered during the process of this survey. No statement is made concerning the existence of underground or overhead containers or facilities that may affect the use or development of the surveyed premises. 11. There are no proposed changes in the street right of way lines. There was no evidence of recent street or sidewalk construction or repairs observed in the process of conducting the field work. BENCHMARK BENCHMARK: MNDOT GSID STATION #11498 MNDOT NAME: MAMA MNDT ELEVATION: 938.60 (NAVD88) 040 40 80 16020 LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES IRON MONUMENT SET, MARKED RLS# 45356/52705 DENOTES HENNEPIN COUNTY SECTION CORNER DENOTES BITUMINOUS SURFACE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS PIN No. 17-119-22-14-0008 Owner: City of X Address: Unassigned X 952.36 DENOTES ADJACENT PARCEL OWNER INFORMATION (PER HENNEPIN COUNTY TAX INFORMATION) 9. A document entitled "Hennepin County State Aid Highway No. 30, Plat 11" recorded February 29, 1972 as Doc. No. 3933657 of Official Records. *Does not affect subject parcel. 10. The terms and provisions contained in the document entitled "Resolution No. 1994-84" recorded December 01, 1994 as Doc. No. 6370795 of Official Records. Affects Parcel 2. 11. An easement for Public Right of Way purposes in the document recorded January 18, 1995 as Doc. No. 6388831 of Official Records. Affects Parcel 2, as shown hereon. 12. The terms, provisions and easements contained in the document entitled "Utility Easement Agreement" recorded April 10, 2019 as Doc. No. A10648735 of Official Records. Affects Parcel 2, as shown hereon. 13. An easement shown or dedicated on the Map as referred to in the legal description For: drainage and utility purposes. Affects Parcel 1, as shown hereon. 12.First American Title Insurance Company, Commitment No. 1586457, Schedule B-II Survey Related Exceptions: GENERAL NOTES CONT. 7/27/2021 PIN No. 12-119-23-13-0007 Owner: G.R. Ebert & D.A. McCormick Address: 19330 Co. Rd. No. 30 Corcoran MN PI N N o . 1 2 - 1 1 9 - 2 3 - 1 3 - 0 0 0 7 Ow n e r : G . R . E b e r t & D . A . M c C o r m i c k Ad d r e s s : 1 9 3 3 0 C o . R d . N o . 3 0 C o r c o r a n M N PIN No. 12-119-23-14-0005 Owner: Lois J Becher Rev. Trust Address: 9705 Co. Rd. No. 101 Corcoran MN DENOTES EXISTING WATER MAIN DENOTES OVERHEAD WIRE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND CABLE LINE DENOTES HYDRANT DENOTES WATER VALVE DENOTES POWER POLE DENOTES MISCELLANEOUS MANHOLE DENOTES ELECTRICAL BOX TREE DETAIL DENOTES ELEVATION DENOTES TREE QUANTITY DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE DENOTES FENCE POST DENOTES SCHEDULE B-II EXCEPTION NO.99 DENOTES BUILDING SETBACK LINE I hereby certify to Lois J. Becher and Jerry C. Becher, Trustees and successor Trustee(s) of the Lois J. Becher Revocable Trust under agreement dated December 18, 2017, as amended, subject to the interest of Mama G's Properties LLC, a Minnesota Limited Liability Company as Contract Purchaser and to First American Title Insurance Company, that this is a survey of: Parcel 1: Lot 1, Block 1, MAMA G, Hennepin County, Minnesota. Parcel 2: That part of the East 500.00 feet of the Southeast Quarter of the Northeast Quarter of Section 12, Township 119, Range 23, Hennepin County, Minnesota, which lies North of the North line of MAMA G on file in said Hennepin County and South of a line which is parallel with and distant 261.36 feet North of said North line of MAMA G. and is based upon information found in the commitment for title insurance prepared by First American Title Insurance Company, File No. 1586457, dated effective APRIL 19, 2021 at 8:00 A.M., and that all easements, if any, listed in Schedule B-II on the herein referenced commitment for title insurance, are shown hereon; and that this map or plat and the survey on which it is based were made (i) in accordance with "Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2021, and (ii) pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, the undersigned further certifies that in my professional opinion, as a land surveyor licensed in the State of Minnesota, the Relative Positional Accuracy of this survey does not exceed that which is specified therein and includes Items 1, 2, 3, 4, 5, 6(a)(b), 7(a), 8, 9, 11(a)(b), 14, 17, 18, and 20 (location of utilities per visible, above ground on-site observation and available mapping) of Table A thereof. The field work was completed on JUNE 30th, 2021. I further certify that this survey 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. Date: E.G. Rud & Sons, Inc. Sam N. Niemela, Land Surveyor Minnesota License No. 52705 CERTIFICATION 7/27/2021 357 94 0 9 4 2 9 4 4 9 4 6 9 4 8 | | | | | | | | | | | | | | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u TREE 1 0 I N TREE 1 0 I N ue ue ue ue ue ue ue ue 94 6 9 4 4 TREE 1 0 I N TREE 1 0 I N NO PA R K I N G LO A D I N G ZO N E CA R WA S H MASTER SATELLITE SATELLITE MASTER 5'-0" 2'-6" Know what's below. before you dig.Call R 1202 SP2 GR A D I N G & E R O S I O N CO N T R O L P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM & S I D E D I E S E L 53182 35 8 Appendix B Transportation –NE District 359 7 | Overview Northeast District Street Classification Map October 27, 2022 360 Appendix C NE Sanitary Sewer System 361 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H!H !H !H !H !H !H Ci t y o f M a p l e G r o v e City of Rogers DuffneyDr County Road 10 Hillside Dr Hunt ers R d g Co u n t y R o a d 1 1 6 Schutte Farm R d H i d d e n PondsDr C herry Ln Robert Ln C ount y Road 30 J a c k i e L n Ca i n R d Schutte L n Eb e r t R d Country Rd Pat ric k Pl Lily Pond Ln Darrell Ln Osw aldFarm Rd Oakdale Dr Dassel Ln Stie g R d Shannon L n S c hu t t e Rd Rush Meadow Ln My st ique Dr 93rd Ave N S u n n y Hill L n Br a n d y w i n e R d Rush Creek SouthForkRushCreek S o u t h ForkRush Creek NE-M NE-S NE-C NE-A NE-B NE-D NE-G NE-H NE-L NE-E NE-JNE-I NE-F NE-N NE-T NE-K NE-R NE-V NE-U NE-O NE-Q NE-W NE-P SE-AP SE-AQ SE-AF 15 ' ' 30 ' ' 8' ' 8'' 30 ' ' 30'' 15 ' ' 30 ' ' 3 0 ' ' 1 0 ' ' 8' ' 10 ' ' 10'' 12 ' ' 15 ' ' 30'' 30 ' ' 12''15'' 6' ' 30'' 30 ' ' 30 ' ' NE-1 NE-2 NE-3 NE-4 NE-5 NE-6 NE-7 NE-8 NE-9 NE-10 NE-11 NE-12 NE-13 (LS) NE-14 NE-15 NE-16 NE-17 NE-18 Elm Creek Interceptor NE-19 NE-20 NE-21 NE-22 NE-23 456710 456730 2040 COMPREHENSIVE PLAN 1,500 0 1,500750 Feet ± Path: L:\2294\100\2040CompPlan\NE Proposed Trunk Sanitary Sewer_LS.mxd Date: 1/8/2019 Time: 7:15:58 AM User: ShuJC0243 !Proposed Gravity !Proposed Gravity (Lateral)Proposed Forcemain !H Sewer Nodes (LS) = Lift StationSewer SubdistrictsMunicipal Boundary2040 MUSAParcel BoundariesStreamsLake/Open Water Map 7-2Proposed Trunk SanitarySewer System - NE District 115 362 Appendix D NE Water System and Modeling Results 363 !O !O !O #* #* #*#* #* #* #* #* Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers Be c h t o l d R d Pio n e e r T r l Trail Haven Rd Co u n t y R o a d 1 1 6 County Road 30 Schutte Rd Oakdale Dr County Ro a d 1 0 Horseshoe Trl Co u n t y R o a d 5 0 Larsen Rd Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 Homestead Trl Ca i n R d Ro l l i n g H i l l s R d Country Rd Mo h a w k D r Larkin Rd Fo x l i n e D r Strehler Rd Dassel Ln Old S ettle rs R d Stie g R d Ka l k R d Meister Rd Ma p l e H i l l R d 93rd Ave N Tessmer Rd Bl u e B o n n e t D r Jubert Ln 456710 456750 456719 456730 4567116 4567101 4567117 Br o c k t o n L n N 109th Ave N 4567101 ")55 Hackamore Rd Morin Lake Scott Lake Jubert Lake Goose Lake Cook Lake 456710 R u s h C r e e k RushCreek South F o r k Ru sh Creek SouthFor k R u sh C r eek 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Trunk Water System.mxd Date: 1/15/2019 Time: 1:36:40 PM User: ShuJC0243 Existing WatermainProposed Watermain !O Potential Water Tower Locations #*Existing Supply Connection withNeighboring Communities #*Proposed Supply Connection withNeighboring Communities #* Emergency Connection withNeighboring Communities(Normally Closed) #*Potential Water Storage #*Potential Booster StationPotential Future Well Exploration AreasMunicipal Boundary2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open Water Map 9-2Trunk Water System 137 364 Water Modeling Results 365 Table 1 Water Model Results Scenario 1 - Tower On, Maple Grove Off Demand (gpm)Hydraulic Grade (ft)Pressure (psi)Demand (gpm)Hydraulic Grade (ft)Pressure (psi)Fire Flow (Available) (gpm)Demand (gpm)Hydraulic Grade (ft)Pressure (psi) Maple Grove 942 0 1,105 70.5 0 1,100 68.2 3,073 0 1,099 67.7 J-95 943 3.6 1,105 70.1 10.8 1,100 67.7 3,175 21.6 1,099 67.3 J-96 945 1.6 1,105 69.2 4.8 1,100 66.9 4,251 9.6 1,099 66.4 J-100 941 0 1,105 70.9 0 1,100 68.6 4,791 0 1,099 68.2 J-101 947 0 1,105 68.3 0 1,100 66.1 5,000 0 1,099 65.8 J-102 953 4.8 1,105 65.7 14.4 1,100 63.5 5,000 28.8 1,099 63.2 J-94 952 3.4 1,105 66.2 10.2 1,100 63.9 3,073 20.4 1,099 63.4 J-103 946 1.4 1,105 68.8 4.2 1,100 66.5 3,175 8.4 1,099 66 J-158 943 4.2 1,105 70.1 12.6 1,100 67.8 5,000 25.2 1,099 67.5 J-182 930 0 1,105 75.7 0 1,100 73.5 5,000 0 1,099 73.3 J-183 940 0 1,105 71.4 0 1,100 69.2 5,000 0 1,099 69 J-185 941 3.4 1,105 70.9 10.2 1,100 68.7 5,000 20.4 1,099 68.3 J-186 927 3 1,105 77 9 1,100 74.7 5,000 18 1,099 74.4 J-187 926 0 1,105 77.4 0 1,100 75.1 5,000 0 1,099 74.7 J-188 940 0 1,105 71.4 0 1,100 69.1 4,924 0 1,099 68.7 J-189 946 4.2 1,105 68.8 12.6 1,100 66.5 4,208 25.2 1,099 66 J-190 944 2.8 1,105 69.6 8.4 1,100 67.3 4,970 16.8 1,099 66.9 J-191 947 5.2 1,105 68.3 15.6 1,100 66 4,375 31.2 1,099 65.6 J-192 946 3.2 1,105 68.8 9.6 1,100 66.5 4,701 19.2 1,099 66 J-245 945 4.2 1,105 69.2 12.6 1,100 66.9 2,178 25.2 1,099 66.4 J-246 938 0 1,105 72.2 0 1,100 69.9 1,772 0 1,099 69.5 J-247 942 1.8 1,105 70.5 5.4 1,100 68.2 3,336 10.8 1,099 67.7 J-248 950 3.2 1,105 67 9.6 1,100 64.7 3,097 19.2 1,099 64.3 J-249 945.5 2.2 1,105 69 6.6 1,100 66.7 3,472 13.2 1,099 66.2 J-254 950 0 1,105 67.1 0 1,100 64.8 5,000 0 1,100 64.7 J-261 946 22.1 1,105 68.8 66.2 1,100 66.5 2,562 132.4 1,099 66.2 J-262 952 8.6 1,105 66.2 25.8 1,100 64 3,255 51.6 1,099 63.8 J-263 950.3 56.8 1,105 66.9 170.4 1,100 64.7 5,000 340.8 1,100 64.6 J-264 952 25.8 1,105 66.2 77.5 1,100 64 5,000 155.1 1,100 64 J-265 952.2 9.2 1,105 66.1 27.6 1,100 63.9 5,000 51.6 1,100 63.8 J-267 953 0 1,105 65.8 0 1,100 63.6 5,000 0 1,100 63.6 J-271 943 5 1,105 70.1 15 1,100 67.8 3,825 30 1,099 67.3 J-272 943 4.4 1,105 70.1 13.2 1,100 67.8 3,963 26.4 1,099 67.3 J-273 944 3.8 1,105 69.6 11.4 1,100 67.3 4,106 22.8 1,099 66.9 J-274 945 3 1,105 69.2 9 1,100 66.9 5,000 18 1,099 66.5 J-275 946 3.8 1,105 68.8 11.4 1,100 66.5 4,658 22.8 1,099 66.1 J-276 942 0 1,105 70.5 0 1,100 68.2 4,783 0 1,099 67.8 J-277 944 2.2 1,105 69.6 6.6 1,100 67.3 2,979 13.2 1,099 66.9 J-278 943 0 1,105 70.1 0 1,100 67.8 4,324 0 1,099 67.4 J-279 947 2 1,105 68.3 6 1,100 66 3,191 12 1,099 65.7 J-280 940 0 1,105 71.4 0 1,100 69.1 4,473 0 1,099 68.7 J-281 945 3.6 1,105 69.2 10.8 1,100 66.9 5,000 21.6 1,099 66.6 J-282 935 2.6 1,105 73.5 7.8 1,100 71.3 3,342 15.6 1,099 71 J-283 932 0 1,105 74.8 0 1,100 72.5 5,000 0 1,099 72.2 J-284 938 5 1,105 72.2 15 1,100 69.9 4,497 30 1,099 69.5 J-285 944 4.6 1,105 69.6 13.8 1,100 67.4 5,000 27.6 1,099 67.1 J-286 953 3.2 1,105 65.7 9.6 1,100 63.5 5,000 19.2 1,099 63.2 J-287 950 2.8 1,105 67 8.4 1,100 64.8 2,731 16.8 1,099 64.5 Average Day Demand Maximum Day Demand Peak Hour Demand Node Label Elevation (ft) 366 Table 2 Water Model Results Scenario 2 - Tower Off, Maple Grove On Demand (gpm)Hydraulic Grade (ft)Pressure (psi)Demand (gpm)Hydraulic Grade (ft)Pressure (psi)Fire Flow (Available) (gpm)Demand (gpm)Hydraulic Grade (ft)Pressure (psi) Maple Grove 942 0 1,093 65.3 0 1,092 65 5,000 0 1,090 64.2 J-95 943 3.6 1,093 64.8 10.8 1,092 64.3 5,000 21.6 1,088 62.8 J-96 945 1.6 1,093 63.8 4.8 1,090 62.6 3,190 9.6 1,081 59 J-100 941 0 1,093 65.5 0 1,089 64.1 2,775 0 1,079 59.9 J-101 947 0 1,092 62.9 0 1,088 61.1 2,382 0 1,076 55.8 J-102 953 4.8 1,092 60.3 14.4 1,088 58.5 2,342 28.8 1,076 53.2 J-94 952 3.4 1,093 60.9 10.2 1,092 60.6 5,000 20.4 1,089 59.4 J-103 946 1.4 1,093 63.5 4.2 1,092 63 5,000 8.4 1,088 61.5 J-158 943 4.2 1,092 64.6 12.6 1,088 62.8 2,292 25.2 1,076 57.5 J-182 930 0 1,092 70.2 0 1,088 68.4 2,281 0 1,075 62.9 J-183 940 0 1,092 65.9 0 1,088 64.1 2,274 0 1,075 58.6 J-185 941 3.4 1,092 65.5 10.2 1,088 63.8 2,445 20.4 1,076 58.6 J-186 927 3 1,092 71.6 9 1,089 69.9 2,521 18 1,077 64.9 J-187 926 0 1,092 72 0 1,089 70.5 2,650 0 1,078 65.9 J-188 940 0 1,092 66 0 1,089 64.5 2,731 0 1,079 60.2 J-189 946 4.2 1,093 63.4 12.6 1,090 62.2 3,251 25.2 1,081 58.6 J-190 944 2.8 1,092 64.2 8.4 1,089 62.6 2,613 16.8 1,078 57.8 J-191 947 5.2 1,092 62.9 15.6 1,089 61.3 2,473 31.2 1,077 56.5 J-192 946 3.2 1,092 63.4 9.6 1,089 61.8 2,700 19.2 1,078 57.3 J-245 945 4.2 1,093 63.8 12.6 1,090 62.6 1,886 25.2 1,081 59 J-246 938 0 1,093 66.9 0 1,090 65.7 1,578 0 1,081 62 J-247 942 1.8 1,093 65.2 5.4 1,091 64.6 4,824 10.8 1,087 62.6 J-248 950 3.2 1,093 61.8 9.6 1,091 61 3,910 19.2 1,086 58.9 J-249 945.5 2.2 1,093 63.7 6.6 1,091 62.9 4,350 13.2 1,086 60.6 J-254 950 0 1,092 61.6 0 1,088 59.7 2,264 0 1,075 54.2 J-261 946 22.1 1,092 63.3 66.2 1,088 61.4 1,582 132.4 1,075 55.7 J-262 952 8.6 1,092 60.7 25.8 1,088 58.9 1,732 51.6 1,075 53.3 J-263 950.3 56.8 1,092 61.5 170.4 1,088 59.6 2,258 340.8 1,075 54.1 J-264 952 25.8 1,092 60.7 77.5 1,088 58.9 2,233 155.1 1,075 53.3 J-265 952.2 9.2 1,092 60.6 27.6 1,088 58.8 2,243 51.6 1,075 53.2 J-267 953 0 1,092 60.3 0 1,088 58.4 2,223 0 1,075 52.9 J-271 943 5 1,093 64.7 15 1,090 63.7 3,647 30 1,083 60.7 J-272 943 4.4 1,092 64.7 13.2 1,089 63.1 2,460 26.4 1,078 58.4 J-273 944 3.8 1,092 64.2 11.4 1,089 62.6 2,448 22.8 1,077 57.8 J-274 945 3 1,092 63.8 9 1,089 62.1 2,524 18 1,077 57.1 J-275 946 3.8 1,092 63.3 11.4 1,088 61.6 2,344 22.8 1,077 56.5 J-276 942 0 1,092 65.1 0 1,089 63.4 2,443 0 1,077 58.3 J-277 944 2.2 1,092 64.2 6.6 1,089 62.5 1,967 13.2 1,077 57.5 J-278 943 0 1,092 64.6 0 1,088 62.9 2,298 0 1,077 57.9 J-279 947 2 1,092 62.9 6 1,088 61.2 2,000 12 1,077 56.1 J-280 940 0 1,092 65.9 0 1,088 64.2 2,358 0 1,077 59.1 J-281 945 3.6 1,092 63.8 10.8 1,088 62 2,411 21.6 1,076 56.7 J-282 935 2.6 1,092 68.1 7.8 1,088 66.3 2,029 15.6 1,076 61.1 J-283 932 0 1,092 69.4 0 1,089 67.8 2,579 0 1,078 63 J-284 938 5 1,092 66.8 15 1,089 65.2 2,526 30 1,077 60.2 J-285 944 4.6 1,092 64.2 13.8 1,088 62.4 2,377 27.6 1,076 57.1 J-286 953 3.2 1,092 60.3 9.6 1,088 58.5 2,296 19.2 1,076 53.2 J-287 950 2.8 1,092 61.6 8.4 1,088 59.8 1,712 16.8 1,076 54.5 Average Day Demand Maximum Day Demand Peak Hour Demand Node Label Elevation (ft) 367 Anoka County Hennepin County Ramsey County Wright County VVPTW !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( CR - 1 1 6 H u n t e r s Rdg H illside Dr Br o c k t o n L a N Alvarado L a N Darrel La Dassel La Oswald Farm Rd Sti e g R d 97th Ave N City of Corcoran City of Maple Grove Northeast Elevated Tank Northeast WTP Maple Grove J-95 J-96 J-100 J-101 J-102 J-94J-103 J-158 J-182J-183 J-185 J-186 J-187 J-188 J-189J-190 J-191 J-192 J-245 J-246 J-247 J-248 J-249 J-254J-261 J-262 J-263 J-264 J-265 J-267 J-271 J-272 J-273 J-274 J-275 J-276 J-277J-278 J-279J-280 J-281 J-282 J-283 J-284 J-285 J-286 J-287 Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data. Client/Project Figure No. Project Location Title "($$¯ V: \ 1 9 3 8 \ A c t i v e \ 1 9 3 8 0 6 1 0 2 \ 0 3 _ d a t a \ g i s _ c a d \ g i s \ p r o \ w a t e r c a d f i g u r e s \ w a t e r c a d f i g u r e s . a p r x R e v i s e d : 2 0 2 3 - 0 6 - 0 2 B y : b s c h a f e r m e y e r Legend County Parcels Municipal Boundaries Kwik Trip Development Location Water System FacilityVVPTWWater Treatment Plant Storage Tank !(Junction Water Main Diameter 8 Inch 12 Inch 16 Inch 20 Inch 24 Inch Page 1 of 1 Notes 1. Coordinate System: NAD 1983 HARN Adj MN Hennepin Feet 2. Data Sources: Hennepin County 3. Background: Hennepin County 2020 Imagery (At original document size of 11x17) 1:7,200 0 300 600 Feet Prepared by BS on 2023-06-02 T119N, R23W, S11 Corcoran, Hennepin Co., MN 193806102 City of Corcoran Kwik Trip Pipe Network 1 368 Anoka County Hennepin County Ramsey County Wright County VVPTW !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( CR - 1 1 6 H unters Rdg H illside Dr Br o c k t o n L a N Alvarado L a N Darrel La Dassel La Oswald Farm Rd StiegRd 97th Ave N City of Corcoran City of Maple Grove Northeast Elevated Tank Northeast WTP 70.5 PSI 70.1 PSI 69.2 PSI 70.9 PSI 68.3 PSI 65.7 PSI 66.2 PSI68.8 PSI 70.1 PSI 75.7 PSI 71.4 PSI 70.9 PSI 77 PSI 77.4 PSI 71.4 PSI 68.8 PSI69.6 PSI 68.3 PSI 68.8 PSI 69.2 PSI 72.2 PSI 70.5 PSI 67 PSI 69 PSI 67.1 PSI68.8 PSI 66.2 PSI 66.9 PSI 66.2 PSI 66.1 PSI 65.8 PSI 70.1 PSI 70.1 PSI 69.6 PSI 69.2 PSI 68.8 PSI 70.5 PSI 69.6 PSI70.1 PSI 68.3 PSI71.4 PSI69.2 PSI 73.5 PSI 74.8 PSI 72.2 PSI 69.6 PSI 65.7 PSI 67 PSI Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data. Client/Project Figure No. Project Location Title "($$¯ V: \ 1 9 3 8 \ A c t i v e \ 1 9 3 8 0 6 1 0 2 \ 0 3 _ d a t a \ g i s _ c a d \ g i s \ p r o \ w a t e r c a d f i g u r e s \ w a t e r c a d f i g u r e s . a p r x R e v i s e d : 2 0 2 3 - 0 6 - 0 2 B y : b s c h a f e r m e y e r Legend County Parcels Municipal Boundaries Kwik Trip Development Location Water System FacilityVVPTWWater Treatment Plant Storage Tank Water Main Water System Pressure !(< 35 PSI !(35-50 PSI !(50-65 PSI !(65-80 PSI !(80-95 PSI !(>95 PSI Page 1 of 1 Notes 1. Coordinate System: NAD 1983 HARN Adj MN Hennepin Feet 2. Data Sources: Hennepin County 3. Background: Hennepin County 2020 Imagery (At original document size of 11x17) 1:7,200 0 300 600 Feet Prepared by BS on 2023-06-02 T119N, R23W, S11 Corcoran, Hennepin Co., MN 193806102 City of Corcoran Kwik Trip Average Day Water Distribution System Pressure: Tower On 2 System Conditions: Average day demand: 0.32 MGD Storage Tank: 5 ft below overflow WTP high service pump off Maple grove connection: OFF 369 Anoka County Hennepin County Ramsey County Wright County VVPTW !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( CR - 1 1 6 H unters Rdg H illside Dr Br o c k t o n L a N Alvarado L a N Darrel La Dassel La Oswald Farm Rd StiegRd 97th Ave N City of Corcoran City of Maple Grove Northeast Elevated Tank Northeast WTP 3072.6 GPM 3174.5 GPM 4250.8 GPM 4791 GPM 5000 GPM 5000 GPM 3072.6 GPM3174.5 GPM 5000 GPM 5000 GPM 5000 GPM 5000 GPM 5000 GPM 5000 GPM 4924.4 GPM 4208.3 GPM4969.5 GPM 4375.3 GPM 4700.6 GPM 2177.8 GPM 1772.4 GPM 3336.1 GPM 3096.7 GPM 3472 GPM 5000 GPM2562.4 GPM 3254.8 GPM 5000 GPM 5000 GPM 5000 GPM 5000 GPM 3824.9 GPM 3962.6 GPM 4105.8 GPM 5000 GPM 4658.3 GPM 4783.1 GPM 2979.1 GPM4324.1 GPM 3190.6 GPM 4472.8 GPM 5000 GPM 3342.2 GPM 5000 GPM 4497.1 GPM 5000 GPM 5000 GPM 2731 GPM Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data. Client/Project Figure No. Project Location Title "($$¯ V: \ 1 9 3 8 \ A c t i v e \ 1 9 3 8 0 6 1 0 2 \ 0 3 _ d a t a \ g i s _ c a d \ g i s \ p r o \ w a t e r c a d f i g u r e s \ w a t e r c a d f i g u r e s . a p r x R e v i s e d : 2 0 2 3 - 0 6 - 0 2 B y : b s c h a f e r m e y e r Legend County Parcels Municipal Boundaries Kwik Trip Development Location Water System FacilityVVPTWWater Treatment Plant Storage Tank Water Main Available Fire Flow !(500-1,000 GPM !(1,000-2,500 GPM !(2,500-3,500 GPM !(> 3,500 GPM Page 1 of 1 Notes 1. Coordinate System: NAD 1983 HARN Adj MN Hennepin Feet 2. Data Sources: Hennepin County 3. Background: Hennepin County 2020 Imagery (At original document size of 11x17) 1:7,200 0 300 600 Feet Prepared by BS on 2023-06-02 T119N, R23W, S11 Corcoran, Hennepin Co., MN 193806102 City of Corcoran Kwik Trip Maximum Day Available Fire Flow: Tower On 3 System Conditions: Maximum day demand: 0.95 MGD Storage Tank: 10 ft below overflow WTP high service pump off Maple grove connection: OFF 370 Anoka County Hennepin County Ramsey County Wright County VVPTW !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( CR - 1 1 6 H unters Rdg H illside Dr Br o c k t o n L a N Alvarado L a N Darrel La Dassel La Oswald Farm Rd StiegRd 97th Ave N City of Corcoran City of Maple Grove Northeast Elevated Tank Northeast WTP 65.3 PSI 64.8 PSI 63.8 PSI 65.5 PSI 62.9 PSI 60.3 PSI 60.9 PSI63.5 PSI 64.6 PSI 70.2 PSI 65.9 PSI 65.5 PSI 71.6 PSI 72 PSI 66 PSI 63.4 PSI64.2 PSI 62.9 PSI 63.4 PSI 63.8 PSI 66.9 PSI 65.2 PSI 61.8 PSI 63.7 PSI 61.6 PSI63.3 PSI 60.7 PSI 61.5 PSI 60.7 PSI 60.6 PSI 60.3 PSI 64.7 PSI 64.7 PSI 64.2 PSI 63.8 PSI 63.3 PSI 65.1 PSI 64.2 PSI64.6 PSI 62.9 PSI65.9 PSI63.8 PSI 68.1 PSI 69.4 PSI 66.8 PSI 64.2 PSI 60.3 PSI 61.6 PSI Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data. Client/Project Figure No. Project Location Title "($$¯ V: \ 1 9 3 8 \ A c t i v e \ 1 9 3 8 0 6 1 0 2 \ 0 3 _ d a t a \ g i s _ c a d \ g i s \ p r o \ w a t e r c a d f i g u r e s \ w a t e r c a d f i g u r e s . a p r x R e v i s e d : 2 0 2 3 - 0 6 - 0 2 B y : b s c h a f e r m e y e r Legend County Parcels Municipal Boundaries Kwik Trip Development Location Water System FacilityVVPTWWater Treatment Plant Storage Tank Water Main Water System Pressure !(<35 PSI !(35-50 PSI !(50-65 PSI !(65-80 PSI !(80-95 PSI !(>95 PSI Page 1 of 1 Notes 1. Coordinate System: NAD 1983 HARN Adj MN Hennepin Feet 2. Data Sources: Hennepin County 3. Background: Hennepin County 2020 Imagery (At original document size of 11x17) 1:7,200 0 300 600 Feet Prepared by BS on 2023-06-02 T119N, R23W, S11 Corcoran, Hennepin Co., MN 193806102 City of Corcoran Kwik Trip Average Day Water Distribution System Pressure: Maple Grove On 4 System Conditions: Average day demand: 0.32 MGD Storage Tank: OFFLINE WTP high service pump off Maple grove connection: ON 371 Anoka County Hennepin County Ramsey County Wright County VVPTW !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( CR - 1 1 6 H unters Rdg H illside Dr Br o c k t o n L a N Alvarado L a N Darrel La Dassel La Oswald Farm Rd StiegRd 97th Ave N City of Corcoran City of Maple Grove Northeast Elevated Tank Northeast WTP 5000 GPM 5000 GPM 3190.3 GPM 2775.3 GPM 2382.4 GPM 2342 GPM 5000 GPM5000 GPM 2291.5 GPM 2280.6 GPM 2274.2 GPM 2444.5 GPM 2520.7 GPM 2649.6 GPM 2730.9 GPM 3250.9 GPM2612.5 GPM 2472.6 GPM 2700.2 GPM 1886.3 GPM 1577.9 GPM 4824.2 GPM 3910.2 GPM 4349.7 GPM 2264.1 GPM1582.3 GPM 1731.6 GPM 2258 GPM 2232.5 GPM 2243 GPM 2222.8 GPM 3647.4 GPM 2459.5 GPM 2447.5 GPM 2524.2 GPM 2343.9 GPM 2442.8 GPM 1966.7 GPM2297.7 GPM 2000.3 GPM 2357.7 GPM 2411.2 GPM 2028.7 GPM 2579.1 GPM 2526 GPM 2377 GPM 2295.6 GPM 1711.6 GPM Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data. Client/Project Figure No. Project Location Title "($$¯ V: \ 1 9 3 8 \ A c t i v e \ 1 9 3 8 0 6 1 0 2 \ 0 3 _ d a t a \ g i s _ c a d \ g i s \ p r o \ w a t e r c a d f i g u r e s \ w a t e r c a d f i g u r e s . a p r x R e v i s e d : 2 0 2 3 - 0 6 - 0 2 B y : b s c h a f e r m e y e r Legend County Parcels Municipal Boundaries Kwik Trip Development Location Water System FacilityVVPTWWater Treatment Plant Storage Tank Water Main Available Fire Flow !(500-1,000 GPM !(1,000-2,500 GPM !(2,500-3,500 GPM !(> 3,500 GPM Page 1 of 1 Notes 1. Coordinate System: NAD 1983 HARN Adj MN Hennepin Feet 2. Data Sources: Hennepin County 3. Background: Hennepin County 2020 Imagery (At original document size of 11x17) 1:7,200 0 300 600 Feet Prepared by BS on 2023-06-02 T119N, R23W, S11 Corcoran, Hennepin Co., MN 193806102 City of Corcoran Kwik Trip Maximum Day Available Fire Flow: Maple Grove On 5 System Conditions: Maximum day demand: 0.95 MGD Storage Tank: OFFLINE WTP high service pump off Maple grove connection: ON 372 Appendix E Stormwater Modeling Guidelines 373 Stormwater Guidelines for Development March 2019 Issue Cities changing from rural to urban development are challenged by the additional stormwater generated due to construction of impervious surfaces, along with the offsite infrastructure, or lack thereof, to manage effectively. To standardize the modeling and review process, the guidelines below were created for efficiency. Note: A watershed approval is required per Elm Creek WMO rules, which also reviews flow rates, water quality and volume management. Modeling Watershed Information · Provide an aerial photo of the development that includes the overall watershed and subwatershed boundaries · Provide a summary of the acreage to each discharge point leaving the site. Any increase (or decrease) shall be identified. · Show any floodplain adjacent to project or within the project · Show downstream water bodies and flow paths o Downstream flow paths and water bodies typically need to have elevations, inverts, and condition identified. Subwatersheds A HydroCAD model (typically used) has inputs that can vary by user. To minimize resubmittals, review time and effort, the following data shall be utilized. · Electronic model shall be submitted · Hydrologic Soil Group (HSG) shall be lowered one category due to the mass grading and compaction of the soils. For example, an existing B soil, shall be modeled as a proposed C soil (unless it remains undisturbed) · Wetlands, filtration basins, and ponds shall be modeled at CN of 98 · Identify peak rates for storm events and proposed shall be equal or less than existing rates. o Note: There are certain conditions where at City’s discretion the off-site conditions require a reduction in flow rate from existing rates. · SWMM (i.e. EPA-, XP-, or PC-) models can be submitted for review, however these increase review time. Model Setup for Outlet Control Structures, NWLs and Infiltration · The model’s flow control structures (OCS, culverts, etc.) shall match the construction plan information. During the plan and model review both may be modified and revised · Individual detail plates are required for each OCS, and individual plates shall have inverts identified · A pond or wetland NWL (and model starting elevation) shall be set at the constructed outlet control elevation. o No live storage shall be utilized below the controlling OCS elevation. o No live storage shall be used for filtration shelves on ponds below controlling OCS elevation · If a pond or wetland has an NWL (wet surface), infiltration shall not be used in flood routing. · If a pond has filtration BMP causing drawdown below the NWL, this drawdown elevation shall not be used as the NWL for flood routing. (Filtration has a slower release time and during wet periods is not available as live storage). Construction Plans Catch Basins · Street drainage shall be sufficient to manage the 10-year event 374 · Typical a CB inlet capacity is 2 to 2.5 CFS, and CBs shall be spaced accordingly · Three inches (0.25 feet) of head on a CB will inundate a street centerline (2% slope). · Spacing is 200 to 250 feet using longitudinal street dimensions of 40 feet from road centerline to half the house footprint (assumes rear half of house drains to rear yard). Dimensions equal 10,000 SF. · CBs may be required on both sides of ped ramps to capture flows Natural Drainage Features · Waterbodies receiving urban drainage (wetlands, ditches, gullies) may need to have OCS installed, erosion protection, or reduced flow rates to allow the feature to function over the long term due to more consistent flows from increased impervious via development · Offsite work may be necessary and City will assist with coordination, easements, etc. HWLs and EOFs · The freeboard requirements are: o Low Opening is a minimum of two feet above the HWL o Low Opening is a minimum of two feet above the EOF · EOFs shall be accurately shown and as builts are required. The highest point shall be the EOF (for example top of curb) since this is the controlling elevation o In certain instances, channel calculations of the swale may be required to show the EOF has capacity to manage estimated flow · Overland EOFs are preferred, however if a second pipe serves as an EOF then modeling will include a 100-year event using the second pipe (EOF) as the only outlet (primary outlet plugged). Rear Yards · Rear yards or swales less than 2% shall have draintile. Typically, every two to three lots will require rear yard CBs. Sump Connections · Houses adjoining a wetland or pond do not need individual sump connection · Others will have access to rear yard stormsewer. Offsite Impacts Adjacent Parcels · City will review adjacent parcels (downstream and upstream) for impacts from volume, point discharge, etc. and may require off site improvements. City will assist in coordination of any off site work. · Off site water quality improvement projects may be determined by the City for assistance with compliance with City’s TMDL approach of implementing improvements upon development. · FEMA modifications may be necessary due to development and implemented by City. 375 376 Page 1 of 1 MEMO Date: November 6, 2024 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 23-006 Kwik Trip Preliminary Plat, Site Plan, CUP, and Variance A Public Safety plan review meeting was held on November 6, 2024, to review the submitted preliminary plat and site plan for Kwik Trip. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Fehrens, Fire Chief Malewicki, Construction Services Supervisor Prichard, Planner Klingbeil, and Community Development Director Davis McKeown. The comments below are based on the materials submitted on October 14, 2024. 1. The three accesses shown into Kwik Trip on the new collector roadway may create traffic congestion in the long run as other businesses and residences come in to the area. 2. Fire hydrants will be required subject to approval by the Rogers Fire Chief. There is believed to be a fire hydrant at Mama G’s; it should be shown on the plans. 3. If there is to be remote fills, ensure the drive aisles are engineered to support emergency vehicles. 377 Page 1 of 1 MEMO Date: February 5, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 23-006 Kwik Trip Preliminary Plat, Site Plan, CUP, and Variance A Public Safety plan review meeting was held on November 6, 2024, to review the submitted preliminary plat and site plan for Kwik Trip. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Prichard, Planner Klingbeil, and Community Development Director Davis McKeown. The comments below are based on the materials submitted on February 4, 2025. 1. The reduction in accesses shown into Kwik Trip from the new collector roadway is an improvement. No further concerns at this time. 2. Fire hydrants will be required subject to approval by the Rogers Fire Chief. There is believed to be a fire hydrant at Mama G’s; it should be shown on the plans. a. A fire hydrant will be required at the end of the cul-de-sac. 378 Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us April 12, 2024 Mr. Dwight Klingbeil City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Kwik Trip (Received 3/14/24) County State Aid Highway (CSAH) 101 Hennepin County Plat Review ID #3933 (Reviewed 03/21/2024) Mr. Klingbeil: Please consider the following county staff comments regarding the preliminary plat for the construction of a Kwik Trip convenience store, car wash, and gas station on Brockton Lane (CSAH 101) north of 97th Avenue (CSAH 30). Access: County staff support the proposed northern full access on Brockton Lane and the proposed northbound left-turn lane. It is understood that the northern access may become a future local public street. The county supports this approach and recommend that future internal connections be provided for the lots to the north and west. County staff support the proposed right-in/right-out southern access, contingent upon the addition of a raised center median island, with curb and gutter on Brockton Lane. The permit and approval for the two access points will require the closure of the two driveways on the Mama G’s property to the south. Additional coordination is needed to determine whether the county will require right-turn lanes at one or both accesses. The turn lanes and center median island design will need to be reviewed and approved by county staff prior to permitting. Contact: Eric Drager at 612-596-0420 or Eric.Drager@hennepin.us Right-of-way: County staff request 60 feet half right-of-way and a 5-foot easement for trail, drainage and utility purposes. If needed, the county may accept 55 feet half right-of-way and a 10-foot easement. Storm Water/Drainage: Driveways should be reviewed for culverts to support stormwater flow. Per County Ordinance 22, the existing drainage patterns shall not be altered unless approved by Hennepin County. Watershed District approval and drainage calculations are required if the work alters existing drainage patterns. Post-construction flow rates entering Hennepin County’s drainage system, overland or through pipes, shall not exceed pre-construction rates for the two, 10 and 100-year events. Contact: Jordan Labat at 612-596-0703 or Jordan.Labat@hennepin.us 379 Permits: Please inform the developer that all construction within county right-of-way requires an approved county permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, sidewalk/trail development, and landscaping. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or Michael.Olmstead@hennepin.us Please also confirm that there has been sufficient communication with the City of Maple Grove and contact Ashley Morello: 612-596-0359, Ashley.Morello@hennepin.us with any questions. Sincerely, Carla Stueve, PE County Highway Engineer 380 Hennepin County Property Map Date: 3/15/2024 Comments: 1 inch = 400 feet PARCEL ID: 1211 92314 0004 OWNER NAME: Lo is J Becher R ev Trust PARCEL ADDRESS: 5 2 Ad dress Una ssigned,Corcoran MN 00000 PARCEL AREA: 2 .14 acres, 93 ,40 0 sq ft A-T-B: Abstract SALE PRICE: $70 0,0 00 SALE DATE: 01/1992 SALE CODE: Excluded From Ratio Studies ASSESSED 2023, PAYABLE 2024 PRO PERTY TYPE: Land -C ommercial H OMESTEAD: No n-Homeste ad MARKET VALU E: $145,000 TAX TOTAL: $4,458.40 ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Co mmercial HOMESTEAD: Non-Ho mestead MARKET VALUE: $145 ,00 0 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2024 381 10 7 7 PU B L I C R I G H T O F W A Y EA S E M E N T P E R D O C . N O . 6 3 8 8 8 3 1 65 65 PU B L I C R I G H T O F W A Y WI D E N E D F R O M 3 3 FE E T T O 4 0 F E E T P E R DO C . N O . 6 3 8 8 8 3 1 32 SOUTH LINE OF LOT 1, BLOCK 1, MAMA G 500.00 26 1 . 3 6 NORTH LINE OF MAMA G EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 371.00 32.00 N0 0 ° 1 5 ' 5 3 " W 4 6 1 . 3 6 64.00 S0 0 ° 1 5 ' 5 3 " E 3 6 4 . 8 3 S89°44'07"W 405.00 Δ = 6 2 ° 0 2 ' 4 9 " R = 6 4 . 0 0 6 9 . 3 1 30 30 40 40 32 40 1/ 2 I N C H O P E N RL S N O . 8 1 9 4 RL S N O . 1 8 4 2 5 DRAINAGE AND UTILITY EASEMENT 40 . 0 0 42 1 . 3 6 435.00 65.00 S0 ° 1 5 ' 5 3 " E 78 4 . 5 0 EAST QUARTER CORNER OF SEC. 12, T. 119, R. 23 S0 ° 1 5 ' 5 3 " E 15 9 0 . 8 3 NE CORNER OF SEC. 12, T. 119, R. 23 E. G. RUD & SONS, INC. EST. 1977 KWIK TRIP 1202 NORTH Professional Land Surveyors PR E L I M I N A R Y C O P Y LA S T S A V E D B Y : BN I E M E L A o n We d n e s d a y , F e b r u a r y 2 1 , 2 0 2 4 a t 3: 0 6 : 0 0 P M LO C A T I O N : C: \ C I V I L 3 D P R O J E C T S \ 2 1 0 7 5 9 P P - K W I K T R I P C O R C O R A N FI L E N A M E : 21 0 7 5 9 P P .D W G FI L E S I Z E : 10 . 7 9 MB KNOW ALL PERSONS BY THESE PRESENTS: That the Kwik Trip, Inc, a Wisconsin corporation, owner of the following described property: Parcel 1: Lot 1, Block 1, MAMA G, Hennepin County, Minnesota. Parcel 2: That part of the East 500.00 feet of the Southeast Quarter of the Northeast Quarter of Section 12, Township 119, Range 23, Hennepin County, Minnesota, which lies North of the North line of MAMA G on file in said Hennepin County and South of a line which is parallel with and distant 261.36 feet North of said North line of MAMA G. Has caused the same to be surveyed and platted as KWIK TRIP 1202 and does hereby dedicate to the public for public use forever the public way and the drainage and utility easements as shown on this plat. In witness whereof said Kwik Trip, Inc, a Wisconsin corporation, has caused these presents to be signed by its proper officer this day of , 20 . KWIK TRIP, INC. By: as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 by , as of Kwik Trip, Inc., a Wisconsin corporation on behalf of the corporation. (Signature) (Print Name) Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE I Samuel N. Niemela, do hereby certify that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as KWIK TRIP 1202; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Samuel N. Niemela, Land Surveyor Minnesota Registration No. 52705 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of , 20 , by Samuel N. Niemela, Land Surveyor. (Signature) (Print Name) Notary Public, County, Minnesota My Commission Expires CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of KWIK TRIP 1202 was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Corcoran, Minnesota Mayor Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat, dated this day of , 20 . Daniel Rogan, County Auditor By: , Deputy SURVEY DIVISION Hennepin County, Minnesota Pursuant to Minnesota Statures Section 383B.565 (1969), this plat has been approved this day of , 20 . Chris F. Mavis, County Surveyor By: COUNTY RECORDER Hennepin County, Minnesota I hereby certify that the within plat of KWIK TRIP 1202 was recorded in this office this day of , 20 , at o'clock M. Amber Bougie, County Recorder By: , Deputy LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES 1/2 INCH BY 14 INCH IRON PIPE SET, MARKED RLS NO. 45356 / 52705 COUNTY RD. NO. 30 CO U N T Y R D . N O . 1 1 6 HUNTERS RIDGE CO U N T Y R D . N O . 1 0 1 MYSTIQUE DR.PATRICK PL. CH E R R Y L N . 100TH AVE. VICINITY MAP SITE 040 40 80 16020 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 119, RANGE 23, HENNEPIN COUNTY, MINNESOTA IS ASSUMED TO BEAR SOUTH 0 DEGREES 15 MINUTES 53 SECONDS EAST. 10 10 EASEMENT DETAIL BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 38 2 NO PA R K I N G LO A D I N G ZO N E CA R WA S H 5'-0" 2'-6" | | | | | | | | | | | | | | | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u ue ue ue ue ue ue Know what's below. before you dig.Call R 1202 SP1.1 SI T E K E Y N O T E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Photometric Added02/27/231 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM 53182 Per Owner Comments09/26/233 Per Owner Comments05/19/232 38 3 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. From:Natalie Davis To:Seth Gellman Subject:FW: Hope Community Development Date:Friday, February 14, 2025 4:50:48 PM Attachments:image001.png Please save this public comment email to the Kwik Trip file under Communication. Thank you, From: Stephanie StClair <stclair.21@hotmail.com> Sent: Friday, February 14, 2025 2:45 PM To: Natalie Davis <ndavis@corcoranmn.gov> Subject: Hope Community Development Hello Mr. Davis, Your doors were locked, but I wanted to make sure to send my message. I am so opposed to the plan for Qwik Trip to be built at 9700 Brockton Ln. We live across Brockton Ln on 97th. Why build where there is dense housing? Delgany Association and Del Webb Association. County Rd 101 already has heavy traffic. Qwik Trip would be in our backyard. Lights on all night, traffic 24/7. The Hope Community Development on County Road 30 and County Road 116 would be ideal for a Qwik Trip. Better driveway access; no homes right there.; other businesses from where Qwik Trip would be patronized. Please consider my thoughts when reviewing the proposal by Qwik Trip, Sincerely, 384 Stephanie St.Clair 9745 Alvarado Lane N Maple Grove 55311 Sent from Samsung Galaxy smartphone. Get Outlook for Android 385 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Outlook Kwiktrip - HIGHLY OPPOSED From Kelly Hirdler <kmhirdler@gmail.com> Date Tue 2/25/2025 9:32 AM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> I am unable to attend the public hearing related to the proposed Kwik Trip to build near the northwest corner of County Road 101 and County Road 30. This Kwik trip would be located directly in my back yard and the lights would shine in my home all night. We currently have Mama G's which already gives us a lot of traffic and noise currently. There are hundreds of townhomes in this area - residential area. Just up the road they can build at Cty Rd 30 and Cty Rd 116. There is a sign for Hope Community Business Center, requesting businesses. There are no homes there. There would be better access from the road for this business. Kelly Hirdler 9845 Alvarado Lane No. Maple Grove 386 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Outlook Preliminar y Plat, Variance, Conditional Use Permit & Site plan From Maria Robbins <mpeppy@yahoo.com> Date Sat 3/1/2025 2:22 PM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> Dear Corcoran Planning Commission I live in the radius around subject Property. The water line from Maple Grove across Highway 101 to Corcoran went through my back yard. The metered antenna Man Whole behind the fence in my back yard, providing Bellwether and Corcoran water, the hydrant on 101 across the street. Many larger loaded construction trucks, trucks and cars coming down Highway 101, and people moving in and out of Mama G's. The stop light helps. There is not stop light at the site plan, rather a fire hydrant..... water. The facility you are assessing will facilitate a lot of traffic, noise and light, affecting Maple Grove Delgany and Corcoran Bellwether constituents. Please do not change the land use permit. Please keep it signal family or multiple family. Corcoran would make more tax money and the people using 101 will be safer driving down 101 with out these types of worrisome traffic problems. Big trucks loaded with dirt, and cars and trucks turning in and out in front of them seems like a lot of liability to me. I object to the land use change permit. Maria Robbins 9833 Alvarado Ln N Maple Grove, MN 55311 387 March 1, 2025 Dwight Klingbeil City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Dwight, This letter is written in response to the notice you sent about the public hearing referencing the Kwik Trip proposed to be built off of County Road (Cty Rd) 101. I am submitting my formal concerns and opposition to it being built in that location. I am a homeowner in the Delgany neighborhood. Here are my concerns: 1) Cty Rd 101 is not in good condition for all the extra traffic. It is a narrow road without any shoulders or turning lanes. This road will continue to become busier as the housing developments and commercial sites continue to grow, new elementary school is built and all of the traffic that will be coming off of Cty Rd 30 once 610 is routed to it. 2) Could the access of the Kwik Trip be off of Cty Rd 30 and not Cty Rd 101? 3) This is my home and this Kwik Trip will cause much more traffic which causes much more noise. The truck traffic and motorcycles cause too much noise currently and it will increase substantially if the Kwik Trip is across the road. This would not produce a comfortable living environment. 4) The 24-hour bright lights will not be favorable. 5) Wondering why the Kwik Trip couldn’t be built off of Cty Rd 30 and Cty Road 116 where there aren’t any housing developments – basically why can’t it be moved to the west further. 6) It is already difficult to get out of my neighborhood on to Cty Rd 101 presently and the extra traffic will make it even more difficult. 7) There is a Kwik trip three miles away on Cty Rd 81 – why do they need another one so close? Thank you for soliciting homeowners’ comments and I appreciate the opportunity to express my opinion. Finally, I am mostly concerned about the living environment for my neighbors and myself. This is our home that we come home from work every day to relax and enjoy life in and I believe that the Kwik Trip will lessen my ability to feel relaxed and enjoy life. Sincerely, Delgany Resident 388 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Outlook proposed Kwik Trip on 101 From Pam Rathlisberger <prathlis2027@gmail.com> Date Wed 3/5/2025 9:18 PM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> Dwight, We are unable to attend the meeting on Thursday, and want to let you know we vehemently oppose the Kwik Trip building on the NW corner of 101 for the following reasons: 1) The area surrounding the proposed Kwik Trip is a high density populated area with the Bellwether and Delgany Associations. With the high volume of traffic of a gas station, residents will find it difficult to enter and exit onto 101. Cty Rd 101 is already a very loud road. The extra traffic noise will compound it for the neighborhoods. We understand that land is zoned for a business, but a gas station with its inherently high transient traffic is just not appropriate there. 2) The current structure and state of Cty Rd 101 cannot handle the traffic of a gas station built in that location. It is already difficult entering Cty Rd 101 from 100th Ave N. We can't imagine what it will be like with added gas station traffic. Extra lanes and/or turn lanes would need to be added as there are no turn lanes to west bound Cty 30 from Cty Rd 101. The stop light at Cty Rd 30/101 will also get really backed up during rush hour and other high traffic times. 3) It will be increasingly dangerous for a pedestrian to cross Cty Rd 101 for walks in adjoining neighborhoods. Cty Rd 101 can be a very busy road to cross and strong consideration needs to be done to keep pedestrians safe. 4) There is already a Kwik Trip less than 3 miles from the proposed location. If people want to visit Kwik Trip, they can easily go to that location. Please do not approve the building of Kwik Trip. Thanks for your consideration, Marvin & Pam Rathlisberger (residents of Delgany Association) 9912 Alvarado Ln N Maple Grove, MN 389 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Outlook Re: Preliminar y Plat, Variance, Conditional Use Permit & Site plan. Fwd: Failure Notice From (null) (null) <mpeppy@yahoo.com> Date Wed 3/5/2025 11:49 AM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> Cc Plato Mavroulis <mavroulisp@aol.com> Begin forwarded message: From: Plato Mavroulis <mavroulisp@aol.com> Subject: Fw: Failure Notice Date: March 5, 2025 at 11:24:05 AM CST To: Maria Robbins <mpeppy@yahoo.com> Sent from the all new AOL app for iOS Begin forwarded message: On Wednesday, March 5, 2025, 12:15 PM, MAILER-DAEMON@aol.com <MAILER- DAEMON@aol.com> wrote: Sorry, we were unable to deliver your message to the following address. <Dklingbeil@mn.org>: 550: No Such User Here ---------- Forwarded message ---------- I do not want the KWIK on 101. There is too much traffic for KWIK to be in the middle of the road. Could you spare our neighborhood from more congestion, 24 hour lights, trucks, plain too much traffic. Thank you for the consideration you will give this mail. 390 Teresa Mavroulis 9873 Alvarado 55311 Sent from the all new AOL app for iOS 391 Outlook Oppositions to Kwik Trip From Keith Hansen <hansen.keith@hotmail.com> Date Thu 3/6/2025 11:33 AM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Mr. Dwight Klingbeil/Corcoran Planning Commission: I am opposed to granting a conditional use permit for the construction of a Kwik Trip development and operation of a motor-fuel stations near the northwest corner of County Road 101 and County Road 30. My wife and I recently moved to 9753 Alvarado Lane North, a relatively quiet neighborhood, which would be directly across County Road 101 from the proposed Kwik Trip station. Such a facility that would serve car and trucks (including semi-tractor/trailers) and would cause a 24-hour disturbance generated by loud diesel engine noise and spewing of diesel exhaust to our neighborhood. In addition, such a facility would have the potential of lowering our home’s value, while enriching a corporation that is insensitive to the plight of its would-be neighbors. Please do NOT allow Kwik Trip to invade our peaceful enclave. Thank you. Keith Hansen 9753 Alvarado Lane North Maple Grove, MN 55311 Sent from my iPad 392 This message was sent from outside of the organization. Please do not click links or open attachments unless yourecognize the source of this email and know the content is safe. From:Natalie Davis To:Seth Gellman Subject:FW: Kwik Trip at Hwy 101 & 30 Date:Tuesday, April 1, 2025 8:39:59 AM Attachments:image001.png Seth, Please save as a PDF public comment to the Kwik Trip file to include in the next Council packet. Thank you, From: Peter H <peterhargrea@gmail.com> Sent: Thursday, March 27, 2025 4:00 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Dwight Klingbeil <DKlingbeil@corcoranmn.gov>; Tom McKee <tmckee@corcoranmn.gov> Subject: Kwik Trip at Hwy 101 & 30 Dear Mayor Tom KcKee, Community Development Director Natalie Davis and Planner Dwight Klingbell, As a resident of northeastern Corcoran I oppose the proposed Kwik Trip at the northwest corner of the intersection of Hwy 101 and 30 for the following reasons; 1. Traversing Hwy 101 in Corcoran from 62nd Ave north to Stieg Rd, there is not one instance of this type of proposed facility. The predominant use type along 101 is residential. This is followed by apartment complexes, farms, religious facilities, and schools. The only exception to this is a Hy-Vee grocery store at Bass Lake Road which is set back from Hwy 101 by over 500 feet. 2. The recommendations made at March 6th Plan Commission hearing to manage the light intensity of the proposed Kwik Trip's store light and parking lot pole fixtures in my estimation (it was recommended to increase landscaping and the car wash lights will be turned off at night), will not be sufficient to mask the ambient light pollution. An example of this type of light pollution is North Central International. The residents to the west of this facility (which are over 500 feet away) have their backyards and their east facing windows illuminated by this facility's building and parking lot lights every evening and night. I believe the illumination levels Kwik Trip are required to meet for approval are similar to what was required for North Central International. I am concerned with the illumination 393 the Bellwether residents to the west of the Kwik Trip will receive. More importantly, I am very concerned with the light pollution the residents to the east will receive. They are less than 250 feet from the proposed Kwik Trip location. 3. The noise pollution generated by this facility was not adequately addressed at the March 6th Plan Commission meeting. 4. This intersection is not currently structured to carry the load that Kwik Trip will add. I believe the proximity of this facility to the intersection of Hwy 30 will cause considerable congestion in general and specifically for the residents of Bellwether. There are a total of 514 homes to be built (419 currently constructed) in Bellwether so that could be approximately 1028 potential vehicles exiting onto 101 going south. Stieg Road is in an unfinished condition and Hunters Ridge access is unavailable. Where do they go? This congestion will be compounded by the increased traffic generated once the 610 interchange is complete. The rural character of north eastern Corcoran will be lost. 5. I believe a better location for facilities like this would be the intersection of Hwy 30 and Hwy 116 where there are already conceptual plans to develop this into a commercial area. Additionally, the road design at Hwy 116 and Hwy 30 supports a heavily car centered use. 6. If the Council decides that the Kwik Trip at this location is the best use for the site, Kwik Trip could demonstrate that they are good neighbors by limiting the hours of operation from 5am to 11pm. Thank you for your time and consideration. Peter Hargreaves 394 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. From:Jay Tobin To:Natalie Davis Subject:FW: Proposed KwikTrip project on county road 101 north of Mama G’s Date:Thursday, April 17, 2025 6:46:57 PM Attachments:image001.png Request to add info to the record… From: Jeremy Nichols <jnichols@corcoranmn.gov> Sent: Thursday, April 17, 2025 6:33 PM To: Jay Tobin <jtobin@corcoranmn.gov> Subject: Fwd: Proposed KwikTrip project on county road 101 north of Mama G’s In case this was not already sent to you. It should be included in the record with this application. Best regards, Jeremy Nichols Begin forwarded message: From: Kim Heiden <kbheiden@mac.com> Date: April 15, 2025 at 10:34:16 AM CDT To: Tom McKee <tmckee@corcoranmn.gov>, Michelle Friedrich <michelle.friedrich@corcoranmn.gov>, Mark Lanterman <mlanterman@corcoranmn.gov>, Jeremy Nichols <jnichols@corcoranmn.gov>, Dean Vehrenkamp <dvehrenkamp@corcoranmn.gov> Subject: Fwd: Proposed KwikTrip project on county road 101 north of Mama G’s Subject: Proposed KwikTrip project on county road 101 north of Mama G’s Corcoran Mayor & City Council Members, I am attaching a copy of a survey which was posted on the Bellwether community’s Corcoran Civics folder. To summarize the survey - there were 8 responses in favor of the KwikTrip project and 33 responses opposed. So, 80 percent of the Bellwether responses were against this project. Since there were 41 respondents to the survey it is considered significant by basic statistic sampling. Thus, this survey would highly represent the entire Bellwether community. I am attaching the survey question and answers. I hope that the survey and responses would assist you in your decision making. There are several attachments as I was not able to forward the entire piece from the Civics folder. If you have any questions or concerns please feel free to call or email me. Regards, Kim Heiden 320.212.9482 395 396 397 398 399 40 0 401 402 403 404 405 406 >> >> >> >> >> >> >> >>>> >>>>>> >>>>>> >> >> >>>>>>>>>> > | | | || | | | T T T T T T T T T T E E E G G G G G G G G G G G G G NO P A R K I N G NO PA R K I N G LO A D I N G ZO N E CA R WA S H >>>>>>>> >>>>>>>>>> E E E E E E E E E > > > > >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D T DT DT DT DT DT DT DT DT DT DT DT DT DT >> >> >> >> > > > > > > > > > FND 1 8 4 2 5 F N D 1 / 2 I P T I P P E D FND 8 1 9 4 T I P P E D N89°44'07"E 467.00 PID #12-119-23-14-0006 PID #12-119-23-14-0004 10.0 40.0 DRAINAGE AND UTILITY EASEMENT PER PLAT MAMA G 65 F T U T I L I T Y E A S E M E N T AG R E E M E N T P E R D O C . NO . A 1 0 6 4 8 7 3 5 94 0 . 6 2 94 0 . 7 1 PU B L I C R I G H T O F WA Y E A S E M E N T P E R DO C . N O . 6 3 8 8 8 3 1 7.0 7.0LINE 261.36 FEET NORTH OF THE NORTH LINE OF MAMA G 10 10 PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT 65 26 1 . 3 6 500.00 26 1 . 3 6 33 65 33 65 33 65 PROPOSED BUILDING 14 4 . 6 115.6 20 9 . 9 SOUTH LINE OF LOT 1 BLOCK 1 MAMA G 65 32 32.00 10 10 7 7 N0 0 ° 1 5 ' 5 3 " W 8 0 1 . 3 6 20 10 10 10 10 10 10 10 S0 0 ° 1 5 ' 5 3 " E 3 6 4 . 8 3 S89°44'07"W 405.00 Δ =1 5 2 °0 2'49" R=64. 0 0 1 6 9 . 8 4 10 10 PROPOSED SANITARY SEWER EASEMENT PROPOSED ROADWAY PR O P O S E D R O A D W A Y PROPOSED ACCESS EASEMENT 30 30 30 30 40 40 40 40 40 10 19 42 1 . 3 6 38 0 . 0 0 162,083 S.F. (3.72 ACRES) 169,281 S.F. (3.89 ACRES) Δ =9 0 °0 0 '0 0 " 1 0 0 .5 3 Δ = 6 2 ° 0 2 ' 4 9 " 6 9 . 3 1 N89°44'07"E 371.00 30 CANOPY CANOPY (OVER DECK) CONCESSIONS DECK GATE TRASH ENCLOSURE CHAIN LINK FENCE REMNANTS CHAIN LINK FENCE REMNANTS 945.92 942.98 93 8 . 9 939 . 1 938.9 940.72 TNH 939.7 9 4 1 . 1 93 5 . 9 7 FE S 1 2 93 7 . 4 2 FE S 1 2 94 1 . 5 6 9 4 1 . 0 2 FE S 1 5 T O P 941 . 4 1 FES 15 TOPFES 15 TOP 939 . 3 939.4 939.7 93 9 . 7 9 3 9 . 7 FE S 1 5 T O P 94 0 . 4 94 0 . 5 940.6 9 4 0 . 9 9 4 1 . 1 941.2 941.2 940.8 FND 1 8 4 2 5 F N D 1 " O P E N EXISTING BUILDING 435.00 31 6 . 0 0 100 100 100 20 20 20 20 20 100 20 20 20 100 S0 ° 1 5 ' 5 3 " E 78 4 . 5 0 46 1 . 3 6 64 . 0 0 20 NORTH LINE OF MAMA G 65.0 PID #12-119-23-14-0005 PROPOSED DRAINAGE AND UTILITY EASEMENT 401,540 S.F. (9.22 ACRES) 939.12 944.3 9 941.2 FFE 1387 939.89 CBFL 941.4 ASH 24940.8 PINE 18940.6 SPRUCE 10 EA S T L I N E O F T H E S E 1/ 4 O F N E 1 / 4 O F SE C . 1 2 , T . 1 1 9 , R . 2 3 27 . 2 13.5 15.2 36 . 8 2.2 2.0 15 . 7 27 . 7 19.8 138.5 35 . 7 190.1 940 938 9 4 0 944 9 4 4 9 4 2 940 94 0 9 4 2 9 4 4 9 4 6 9 4 6 9 4 2 9 4 0 9 4 6 94 8 94 4 9 4 4 94 6 9 4 8 946 944 942 9 4 4 9 4 2 9 4 8 944 10 10 45 83 E. G. RUD & SONS, INC. Professional Land SurveyorsEST. 1977 990 - 5th Avenue SE, Suite 2HUTCHINSON, MN 55350 TEL. HUTCHINSON: (320) 587-2025 TEL. GAYLORD: (507) 237-5212 www.egrud.com NORTH 210759AS ~for~KWIK TRIP 1202 ~of~LOTS 1 & 2, BLOCK 1, MAMA G & PART OF EAST 500 FEET OF THE SE 1/4 - NE 1/4 SEC. 12, TWP. 119, R. 23, HENNEPIN COUNTY, MN. 3 2 SNN CBS CHECK BY: DRAWN BY: 1 210759 DATE:JOB NO: C:\CIVIL 3D PROJECTS\210759AS-KWIK TRIP CORCORAN - FROM HUTCH 3-24-23\CURRENT\210759PP.DWG FIELD CREW: BCK/LKN PRELIMINARY PLAT GENERAL NOTES 1.Fee ownership is vested in Lois J. Becher and Jerry C. Becher, Trustees and successor Trustee(s) of the Lois J. Becher Revocable Trust under agreement dated December 18, 2017, as amended, subject to the interest of Mama G's Properties LLC, a Minnesota Limited Liability Company as Contract Purchaser. Parcel ID Number: 12-119-23-14-0006, 12-119-23-14-0004, & 12-119-23-14-0005. 2.Address of the surveyed premises: *Not yet assigned by the City of Corcoran Minnesota. 9705 Co. Rd. No. 101 - Lot 2, Block 1, MAMA G 3.Bearings shown hereon are based on the Hennepin County Coordinate System. 4.Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map Community No. 270155 Panel No. 0044 Suffix X by the Federal Emergency Management Agency, effective date NOVEMBER 4TH, 2016. 5.Boundary area of the surveyed premises: 401,540± sq. ft. (9.22 acres). 6.A zoning endorsement letter was not furnished to the surveyor. A search of the City of Corcoran's web site indicates that the surveyed premises shown on this survey is currently zoned C-2-(Community Commercial). Under the applicable zoning regulations, the current setbacks are: Building:Front = 100 feet Side = 20 feet Rear = 20 feet Parking:Front = 100 feet Side = 10 feet Rear = 10 feet For additional information contact the Planning and Zoning Department at the City of Corcoran, contracted through Landform Professional Services LLC. at (612)-638-0225. 7.The surveyed premises has access to County Road No. 101 (A.K.A. Brockton Lane North), a public street. 8.Location of utilities existing on or serving the surveyed property determined by: -Observed evidence collected pursuant to Section 5.E.iv. -Markings requested by E.G. Rud And Sons INC. per Gopher State One Call Ticket No. 211604943 & 211604944. -Record drawings provided by the City of Corcoran's engineering department. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. 10.Subsurface and environmental conditions were not examined or considered during the process of this survey. No statement is made concerning the existence of underground or overhead containers or facilities that may affect the use or development of the surveyed premises. 11.Proposed improvements per Site Plan by Carlson McCain. 12. There is proposed right of way dedication as part of the platting process. There was no evidence of recent street or sidewalk construction or repairs observed in the process of conducting the field work. 13.First American Title Insurance Company, Commitment No. 1586457, Schedule B-II Survey Related Exceptions: 9. A document entitled "Hennepin County State Aid Highway No. 30, Plat 11" recorded February 29, 1972 as Doc. No. 3933657 of Official Records. *Does not affect subject parcel. 10. The terms and provisions contained in the document entitled "Resolution No. 1994-84" recorded December 01, 1994 as Doc. No. 6370795 of Official Records. Affects Parcel 2. 11. An easement for Public Right of Way purposes in the document recorded January 18, 1995 as Doc. No. 6388831 of Official Records. Affects Parcel 2, as shown hereon. 12. The terms, provisions and easements contained in the document entitled "Utility Easement Agreement" recorded April 10, 2019 as Doc. No. A10648735 of Official Records. Affects Parcel 2, as shown hereon. 13. An easement shown or dedicated on the Map as referred to in the legal description For: drainage and utility purposes. Affects Parcel 1, as shown hereon. BENCHMARK: MNDOT GSID STATION #11498 MNDOT NAME: MAMA MNDT ELEVATION: 938.60 (NAVD88) 050 50 100 20025 LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES IRON MONUMENT SET, MARKED RLS# 45356/52705 DENOTES HENNEPIN COUNTY SECTION CORNER DENOTES BITUMINOUS SURFACE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS PIN No. 17-119-22-14-0008 Owner: City of X Address: Unassigned X 952.36 DENOTES ADJACENT PARCEL OWNER INFORMATION (PER HENNEPIN COUNTY TAX INFORMATION) PIN No. 12-119-23-13-0007 Owner: G.R. Ebert & D.A. McCormick Address: 19330 Co. Rd. No. 30 Corcoran MN PI N N o . 1 2 - 1 1 9 - 2 3 - 1 3 - 0 0 0 7 Ow n e r : G . R . E b e r t & D . A . M c C o r m i c k Ad d r e s s : 1 9 3 3 0 C o . R d . N o . 3 0 C o r c o r a n M N DENOTES EXISTING WATER MAIN DENOTES OVERHEAD WIRE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND CABLE LINE DENOTES HYDRANT DENOTES WATER VALVE DENOTES POWER POLE DENOTES MISCELLANEOUS MANHOLE DENOTES ELECTRICAL BOX TREE DETAIL DENOTES ELEVATION DENOTES TREE QUANTITY DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE DENOTES FENCE POST DENOTES SCHEDULE B-II EXCEPTION NO. DENOTES BUILDING SETBACK LINE LEGAL DESCRIPTION Lots 1 and 2, Block 1, MAMA G, Hennepin County, Minnesota. And That part of the East 500.00 feet of the Southeast Quarter of the Northeast Quarter of Section 12, Township 119, Range 23, Hennepin County, Minnesota, which lies North of the North line of MAMA G on file in said Hennepin County and South of a line which is parallel with and distant 261.36 feet North of said North line of MAMA G. COUNTY RD. NO. 30 CO U N T Y R D . N O . 1 1 6 HUNTERS RIDGE CO U N T Y R D . N O . 1 0 1 MYSTIQUE DR.PATRICK PL. CH E R R Y L N . 100TH AVE. VICINITY MAP ~APPLICANT~KWIK TRIP, INC. 1626 OAK STREET La CROSSE, WI 54602-2107 ~ENGINEER~CARLSON MCCAIN 15650 36TH AVENUE NORTH, SUITE 110 PLYMOUTH, MN 55446 Date: License No. 52705 SAMUEL N. NIEMELA I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. 2/21/2025 SITE 1/22/2024 REVISED LAYOUT BPN 4/19/2023 EASEMENTS TO BE VACATED Drainage and utility easements on Lots 1 and 2, Block 1, MAMA G, Hennepin County, Minnesota. CLIENT COMMENTS2/21/2024 BPN PIN No. 12-119-23-13-0007 Owner: G.R. Ebert & D.A. McCormick Address: 19330 Co. Rd. No. 30 Corcoran MN REVISED LAYOUTS6/27/2024 BPN 4 CITY COMMENTS2/21/2025 BPN 407 SITE 1202 T1 TI T L E S H E E T KWIK TRIP STORE #1202 CONSTRUCTION SET SITE LOCATION MAP AERIAL LOCATION MAP CITY OF CORCORAN HENNEPIN COUNTY, MINNESOTA SITE 97TH AVENUE NBR O C K T O N L A N E N DRAWING INDEX T1 TITLE SHEET ALTA ALTA SURVEY DM1 DEMO PLAN SP0 SITE CIRCULATION PLAN SP1 SITE DIMENSION PLAN SP1.1 SITE DIMENSION PLAN SP1.2 SITE KEYNOTE PLAN SP1.3 SITE KEYNOTE PLAN SP1.4 TURN LANE PLAN SP2 GRADE PLAN SP2.1 GRADE PLAN (SANITARY SEWER CONNECTION) SP2.2 GRADE PLAN SPOT DETAIL SP2.3 GRADE PLAN (TURN LANE) SP3 STORM SEWER PLAN SP3.1 STORM SEWER NOTES & DETAILS SP4 UTILITY PLAN SP4.1 UTILITY NOTES SP4.2 UTILITY PLAN (SANITARY SEWER CONNECTION) SP4.3 UTILITY PLAN (SANITARY SEWER CONNECTION) SP5 SITE PLAN DETAILS SP6 SITE PLAN DETAILS SWP1 EROSION CONTROL PLAN SWP2 EROSION CONTROL NOTES SWP3 EROSION CONTROL DETAILS SWP4 EROSION CONTROL DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN E1 PHOTOMETRIC LIGHTING PLAN OWNER KWIK TRIP, INC STEVE LOWE 1626 OAK STREET LA CROSSE, WI 54602 PHONE: 608-793-5954 EMAIL: slowe@kwiktrip.com CIVIL ENGINEER CARLSON MCCAIN, INC. DAN WILKE 15650 36TH AVENUE N, #110 PLYMOUTH, MN 55446 PHONE: 952-346-3864 EMAIL: dwilke@carlsonmccain.com SITE DESIGNER CARLSON MCCAIN, INC. DAN WILKE 15650 36TH AVENUE N, #110 PLYMOUTH, MN 55446 PHONE: 952-346-3864 EMAIL: dwilke@carlsonmccain.com SURVEYOR E.G. RUD & SONS, INC. SAM N. NIEMELA 990 5TH AVENUE SE, STE 2 HUTCHINSON, MN 55350 PHONE: 320-587-2025 CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 A L V A R A D O L A N E N 40 8 94 0 9 4 5 9 4 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 | | | | | | | | | | || ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u uc uc uc u c u c u c u c uc uc uc uc uc uc uc uc TRE E 1 0 I N TREE 10IN TREE 24IN 946.2946.3 ue ue ue ue ue ue ue ue ue ue ue ue ue ue 94 6 9 4 4 T R E E 1 0 I N T R E E 1 0 I N EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 PROPOSED ROADWAY DRAINAGE AND UTILITY EASEMENT x x x x x x x x x x x x x x x x x x x x x x x x x x x x CANOPY CONCESSIONS DECK GATE TRASH ENCLOSURE >> >> >> >> >> >> 93 6 . 0 93 7 . 5 940.8 940.4 940.4 941.4 939.83 941.3943.0 945.8 944.8 ASH 24 PINE 18 SPRU C E 1 0 xx x x x xx x x 1951 941.25 FFE >> >> >> >> >> RIM:947.3 INV N:943.0 INV E:942.9 RIM:948.2 INV S:944.1 INV W:942.9 INV N:942.9 18 " 12 " 15" 15 " RIM:949.0 INV N:944.6 INV E:944.5 15" RIM:948.9 INV:945.0 RIM:948.4 INV S:935.4 > 15" 15" PLASTIC:940.7 (PART. BURIED) 15" PLASTIC:940.0 (PART. BURIED) 15" PLASTIC:939.3 (PART. BURIED) 15 " 12 " 12 " 12 " C M P : 9 4 0 . 0 (P A R T . B U R I E D ) 12 " C M P : 9 4 0 . 7 (P A R T . B U R I E D ) PROPOSED SANITARY SEWER EASEMENT 9 5 0 9 4 9 9 4 8 9 4 7 9 4 6 9 4 5 9 4 4 9 4 3 9 4 2 9 4 2 94 6 94 5 94 4 >>>>15" 9 4 0 9 4 1 9 4 2 9 4 2 94 5 944 943 942 947 946 945 944 943 942 941 940 939 938 941 941 9 4 1 940 940 941 9 4 1 94 2 943 943 944 945 946 947 9 4 8 9 4 7 94 8 94 8 94 6 94 5 944 94 0 94 9 94 9 94 9 MAMA G RESTAURANT FFE: 941.25 VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT 947 947 9 4 5 9 4 4 9 4 3 9 4 2 9 4 1 94 0 9 4 7 9 4 6 946 945 939 FIELDLINE DECK W/CANOPY > 1202 DM1 DE M O P L A N Know what's below. before you dig.Call R CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 40 9 94 6 . 7 3 FN D 1 8 4 2 5 | | | | | | | | | | | | | | | ||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u uc uc uc uc u c u c u c u c u c u c uc uc uc uc uc uc uc uc uc uc uc uc ue ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 PROPOSED ROADWAY RL S N O . 1 8 4 2 5 DRAINAGE AND UTILITY EASEMENT x TRASH ENCLOSURE >> 939.83 941.3943.0 944.8 15" PLASTIC:940.7 (PART. BURIED) 15" PLASTIC:940.0 (PART. BURIED) 12 " 12 " C M P : 9 4 0 . 7 (P A R T . B U R I E D ) PROPOSED SANITARY SEWER EASEMENT >>>>>>15" FND 8 1 9 4 T I P P E D FIELDLINE F N D 1 / 2 I P T I P P E D x x x x x x x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0"12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r Know what's below. before you dig.Call R 1202 SP0 SI T E C I R C U L A T I O N P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV WS O 41 0 | | | | | | | | | | | | | | | |||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u u c u c u c u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 PROPOSED ROADWAY PROPOSED SANITARY SEWER EASEMENT FIELDLINE x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0"12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON Know what's below. before you dig.Call R 1202 SP1 SI T E D I M E N S I O N P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV WS O 41 1 | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u uc uc uc uc uc uc u c u c u c u c u c u c u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc ue ue ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x CANOPY CANOPY (OVER DECK) CONCESSIONS DECK GATE TRASH ENCLOSURE >> >> >> >> >> >> >> >> >> >> >> >> >> >> 93 6 . 0 93 7 . 5 940.8 940.4 940.4 941.4 944.8 ASH 24 PINE 18 SPRU C E 1 0 xxxx x x x x x x x xxxx xx xx 15" PLASTIC:940.7 (PART. BURIED) 15" PLASTIC:940.0 (PART. BURIED) 15" PLASTIC:939.3 (PART. BURIED) 15 " RIM:939.5 TOP OF STANDING WATER 12 " 12 " 12 " C M P : 9 4 0 . 0 (P A R T . B U R I E D ) 12 " C M P : 9 4 0 . 7 (P A R T . B U R I E D ) MAMA G RESTAURANT FFE: 941.25 VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT DECK W/CANOPY x x x x x x x x x x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON Know what's below. before you dig.Call R 1202 SP1.1 CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 SI T E D I M E N S I O N P L A N 41 2 | | | | | | | | | | | | | | | |||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u u c u c uc uc uc uc uc uc uc uc uc uc uc ue ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 RL S N O . 1 8 4 2 5 x x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0"12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON Know what's below. before you dig.Call R 1202 SP1.2 SI T E K E Y N O T E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV WS O 41 3 | | | | | | | | | | | | | | | | | ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u 941.3943.0 945.8 >> >> >> >> >> >> >> >> >> >> >> >> >> RIM:947.1 INV:943.4 RIM:947.3 INV N:943.0 INV E:942.9 RIM:948.2 INV S:944.1 INV W:942.9 INV N:942.9 18 " 12 " 15" 15 " RIM:949.0 INV N:944.6 INV E:944.5 15" RIM:948.9 INV:945.0 RIM:948.4 INV S:935.4> > > 15" >>>>>>>>15" > > Know what's below. before you dig.Call R 1202 SP1.3 SI T E K E Y N O T E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV WS O 41 4 ||||||||||||||||||||| | | | | | ugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugug ohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohu 94 6 . 2 ue ue ue ue ue ue ue ue EAST LINE OF THE SE 1/4 OF NE 1/4 OF SEC. 12, T. 119, R. 23 93 9 . 8 3 94 1 . 3 94 3 . 0 12" CMP:940.7 (PART. BURIED) 944 >> >> >> >> 15 " 94 5 9 4 7 948 947 948 9 4 8 946 94 5 9 4 4 945944 943942 941 940 947946 F N D 8 1 9 4 T I P P E D ||||||||||||||||||||| | | | | | ugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugug ohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohu EAST LINE OF THE SE 1/4 OF NE 1/4 OF SEC. 12, T. 119, R. 23 93 9 . 8 3 94 1 . 3 94 3 . 0 12" CMP:940.7 (PART. BURIED) >> >> >> >> 15 " 1202 SP1.4 TU R N L A N E P L A N Know what's below. before you dig.Call R CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 41 5 NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON 94 0 9 4 5 9 4 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 | | | | | | | | | | | | | | |||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u ue ue ue ue 94 6 9 4 4 EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 9 4 2 9 4 0 9 4 1 9 4 2 9 4 2 94 5 944 943 942 945 946 947 9 4 8 9 4 7 94 8 94 6 94 5 947 947 9 4 5 9 4 4 9 4 3 946 945 x x Know what's below. before you dig.Call R 1202 SP2 CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GR A D I N G & E R O S I O N CO N T R O L P L A N GV CO CS PZ PIV WS O 41 6 94 0 9 4 5 94 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 | | | | | | | | | | | | | | | | | | |ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u 941.3943.0 945.8 >> >> >> >> >> >> >> >> >> >> >> >> >> RIM:947.3 INV N:943.0 INV E:942.9 RIM:948.2 INV S:944.1 INV W:942.9 INV N:942.9 18 " 12 " 15" 15 " RIM:949.0 INV N:944.6 INV E:944.5 15" RIM:948.9 INV:945.0 RIM:948.4 INV S:935.4> > > 15" 9 5 0 9 4 9 9 4 8 9 4 7 9 4 6 9 4 5 9 4 4 9 4 3 9 4 2 9 4 2 94 6 94 5 94 4 >>>>>>>>15" 9 4 0 9 4 1 9 4 8 9 4 7 94 8 94 9 94 9 94 9 947 947 9 4 5 9 4 4 9 4 3 9 4 2 9 4 6 > > Know what's below. before you dig.Call R 1202 SP2.1 CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GR A D E P L A N ( S A N I T A R Y SE W E R C O N N E C T I O N ) GV CO CS PZ PIV WS O 41 7 NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-91 2" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON 9 4 5 94 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 942 1202 SP2.2 GR A D E P L A N ( S P O T D E T A I L ) CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 41 8 ||||||||||||||||||||| | | | | | ugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugugug ohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohuohu EAST LINE OF THE SE 1/4 OF NE 1/4 OF SEC. 12, T. 119, R. 23 93 9 . 8 3 94 1 . 3 94 3 . 0 12" CMP:940.7 (PART. BURIED) >> >> >> >> 15 " 948 947 948 9 4 8 946 94 5 9 4 4 945944 943942 941 940 947946 1202 SP2.3 CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 Know what's below. before you dig.Call R GR A D E P L A N ( T U R N L A N E ) GV CO CS PZ PIV WSO 41 9 | | | | | | | | | | | | | | | |||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u u c u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc ue ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 x x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON Know what's below. before you dig.Call R 1202 SP3 ST O R M S E W E R P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV W SO 42 0 1202 SP3.1 ST O R M S E W E R NO T E S & D E T A I L S ⅛⅜ 6.50" 25.00" 20.00" 24.00" 9.00" Ø22.00" 27" 14.18" R9.00" 14.18" R12.00" R10.00" Ø18.00" 1" PVC ANTI-SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT ACCESS PORT, 6" OPENING BMP, INC. 53 MT. ARCHER ROAD, LYME, CT. 06371 (800) 504-8008 FAX: (860)434-3195 DESCRIPTION SCALE DRAWING NUMBER DATE 18R SNOUT OIL & DEBRIS STOP 09/06/99 NONE 18R FRONT SIDE PLAN U.S. PATENT #6126817ADDITONAL PATENTS PENDING DESIGNED TO FIT 48"-60" DIAM. STRUCTURES RECOMMENDED SUMP DEPTH 2.5 TO 3X OUTLET PIPE I.D. BMP, INC. 53 MT. ARCHER ROAD, LYME, CT. 06371 (800) 504-8008 FAX: (860)434-3195 DESIGNED TO FIT 48"-60" DIAM. STRUCTURES CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 · · · · · · 42 1 NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0"12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON 94 6 . 7 3 FN D 1 8 4 2 5 | | | | | | | | | | | | | | | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u u c u c u c u c u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc ue ue ue EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 RL S N O . 1 8 4 2 5 DRAINAGE AND UTILITY EASEMENT 939.83 FND 8 1 9 4 T I P P E D F N D 1 / 2 I P T I P P E D x Know what's below. before you dig.Call R 1202 SP4 UT I L I T Y P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV W SO 42 2 1202 SP4.1 UT I L I T Y N O T E S “” CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 42 3 NO PA R K I N G LO A D I N G ZO N E CA R WA S H | | | | | | | | | | | | | | | | ||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u uc uc uc uc uc uc uc uc uc 939.83 941.3943.0 945.8 >> >> >> >> >> >> >> >> >> >> > > >>>>>> FND 8 1 9 4 T I P P E D F N D 1 / 2 I P T I P P E D > Know what's below. before you dig.Call R 1202 SP4.2 UT I L I T Y P L A N ( S A N I T A R Y SE W E R C O N N E C T I O N ) CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 GV CO CS PZ PIV W SO 42 4 1202 SP5 SI T E P L A N D E T A I L S 6" 12" MIN. CONCRETE SLAB-ON-GRADE WITH #3 REBAR COMPACTED AGGREGATE BASE COMPACTED SUB-GRADE GEOTEXTILE FABRIC (TYPE V) AS DETERMINED BY GEOTECHNICAL ENGINEER (I.E. OVER TANKS & AT ENTRANCES) HEAVY DUTY INCREASE TO 8" THICK W/ #4 REBAR SPACED 36" O.C. AS NOTED ON PLANS NOTE: PAVEMENT SECTION TO BE VERIFIED W/ GEOTECHNICAL REPORT. SPACED 36" O.C. SAND SUBBASE & DRAINTILE AS DETERMINED BY GEOTECHNICAL ENGINEER NO PARKING 1'-0" DIA 5' - 0 " 8" 1' - 6 " OR PAVEMENT CONCRETE FOOTING BLUE HDPE BOLLARD COVER FINISH GRADE VAN ACCESSIBLE STEEL BOLLARD ADA ACCESSIBLE SIGNAGE- ADHESIVE STICKER, WHITE LETTERS WITH BLUE BACKGROUND, ADHERE TO HDPE BOLLARD COVER DIA. VAN ACCESSIBLE BO T T O M O F S I G N DELIVERY VEHICLES UNLOADING IN FRONT OF ACCESSIBLE SPACES ARE IN VIOLATION DELIVERY VEHICLES UNLOADING IN FRONT OF ACCESSIBLE SPACES ARE IN VIOLATION ADD STORE PHONE # TO BOLLARD (MUST BE VISABLE) STORE # XXX-XXXX VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 42 5 1202 SP6 SI T E P L A N D E T A I L S CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 ZC L 10 ' - 5 12" X 3 5 ' - 9 12" 20 , 0 0 0 - G A L L O N ZC L 8' - 6 " X 3 4 ' - 0 " 12 , 0 0 0 - G A L L O N ZC L 8' - 6 " X 3 4 ' - 0 " 12 , 0 0 0 - G A L L O N ZC L 10 ' - 5 12" X 3 5 ' - 9 12" 20 , 0 0 0 - G A L L O N 42 6 94 6 . 7 3 FN D 1 8 4 2 5 94 0 9 4 5 94 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 | | | | | | | | | | | | | | | | | | |||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u uc uc uc uc uc u c u c u c u c u c u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc ue ue ue 94 6 9 4 4 EA S T L I N E O F T H E S E 1 / 4 O F N E 1 / 4 OF S E C . 1 2 , T . 1 1 9 , R . 2 3 10 10 PROPOSED ROADWAY RLS N O . 1 8 4 2 5 DRAINAGE AND UTILITY EASEMENT 32 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x CANOPY CANOPY (OVER DECK) CONCESSIONS DECK GATE TRASH ENCLOSURE >> >> >> >> >> >> >> >> >> >> >> >> 93 6 . 0 93 7 . 5 940.8 940.4 940.4 941.4 939.83 941.3943.0 945.8 944.8 ASH 24 PINE 18 SPRU C E 1 0 xxxx x x x x x x xxxx xx xx >> >> >> >> RIM:949.0 INV N:944.6 INV E:944.5 15" RIM:948.9 INV:945.0 15" 15" PLASTIC:940.7 (PART. BURIED) 15" PLASTIC:940.0 (PART. BURIED) 15" PLASTIC:939.3 (PART. BURIED) 15 " 15" PLASTIC:935.4 (PART. BURIED) RIM:939.5 TOP OF STANDING WATER IN BOTTOM:934.8 12 " 12 " 12 " C M P : 9 4 0 . 0 (P A R T . B U R I E D ) 12 " C M P : 9 4 0 . 7 (P A R T . B U R I E D ) PROPOSED SANITARY SEWER EASEMENT 9 5 0 9 4 9 9 4 8 9 4 7 9 4 6 9 4 5 9 4 4 9 4 3 9 4 2 9 4 2 94 6 94 5 94 4 >>>>>>15" 9 4 0 9 4 1 9 4 2 9 4 2 94 5 944 943 942 947 946 945 944 943 942 941 940 939 938 937 936937 941 941 9 4 1 940 93 6 937 938 940 941 939 9 4 1 94 2 943 943 944 945 946 947 9 4 8 9 4 7 94 8 94 8 94 6 94 5 944 94 0 94 9 94 9 PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT MAMA G RESTAURANT FFE: 941.25 VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT VOLLEYBALL COURT 947 947 9 4 5 9 4 4 9 4 3 9 4 2 9 4 1 94 0 9 4 7 9 4 6 FND 8 1 9 4 T I P P E D 946 945 939 FIELDLINE DECK W/CANOPY 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 F N D 1 / 2 I P T I P P E D x x x x x x x x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912"20,000-GALLONZCL8'-6" X 34'-0"12,000-GALLON ZCL 8'-6" X 34'-0"12,000-GALLON ZCL 10'-512" X 35'-912"20,000-GALLON Know what's below. before you dig.Call R 1202 SWP1 ER O S I O N C O N T R O L P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 42 7 1202 SWP2 ER O S I O N C O N T R O L N O T E S I, Dan Wilke, hereby certify that I have completed designer SWPP- Erosion and Stormwater Management Certification Program My certification expires May 2025 SWPPP DESIGN CERTIFICATION I hereby certify that I have completed Installer SWPP- Erosion and Stormwater Management Certification Program signed expiration SWPPP INSTALLER CERTIFICATION I hereby certify that I have completed Inspector SWPP- Erosion and Stormwater Management Certification Program signed expiration SWPPP INSPECTOR CERTIFICATION CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 42 8 1202 SWP3 ER O S I O N C O N T R O L D E T A I L S CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 42 9 1202 SWP4 ER O S I O N C O N T R O L D E T A I L S CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. DJW 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:02/15/23 License #: Daniel J. Wilke, P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 53182 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 43 0 94 0 9 4 5 9 4 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 | | | | | | | | | | | | | | ||||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u ue ue ue 94 6 9 4 4 10 10 939.83 9 4 2 9 4 0 9 4 1 9 4 2 94 5 944 943 942 945 946 947 9 4 8 9 4 7 94 8 94 6 94 5 947 9 4 5 9 4 4 9 4 3 9 4 2 9 4 1 94 0 9 4 7 9 4 6 946 945 x NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912" 20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON Know what's below. before you dig.Call R 1202 L1 LA N D S C A P E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:License #: Ryan J. Ruttger, RLA 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 Landscape Architect under the laws of the State of Minnesota. 56346 RJR 02/15/23 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 43 1 94 0 | | | | | | | | | | | | | | | | | | | | | | | | 1202 L2 LA N D S C A P E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:License #: Ryan J. Ruttger, RLA 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 Landscape Architect under the laws of the State of Minnesota. 56346 RJR 02/15/23 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 EXISTING GRADE GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL 4"-6" SHREDDED BARK MULCH UNDISTURBED OR STABILIZED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLAN TREE WRAP BACKFILL MIX PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) DOUBLE STRAND 12 GAUGE WIRE 8" 2-PLY NYLON STRAPS 8' STEEL TEE POST- 4 INCHES HARDWOOD MULCH FROM TOP 1/3 OF THE BALL REMOVE BURLAP & ROPE UNDISTURBED SUBSOIL 4 INCH DEEP SAUCER NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 12" 6" 2' ( M I N . ) 6" 6"3 REQUIRED AT 120 2' ( M I N . ) 6"12" UNDISTURBED SUBSOIL ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL IF SHRUB IS B & B, THEN BACKFILL MIX 4 INCHES MULCH 43 2 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER TREES RM 5 Acer rubrum `Northwood`Northwoods Red Maple 2.5" Cal.B&B FM 6 Acer x freemanii `Sienna`Sienna Glen Maple 2.5" Cal.B&B WO 4 Quercus bicolor Swamp White Oak 2.5" Cal.B&B BL 6 Tilia americana `Boulevard`Boulevard Linden 2.5" Cal.B&B AE 4 Ulmus americana `Princeton`American Elm 2.5" Cal.B&B CONIFEROUS TREES BF 5 Abies balsamea Balsam Fir 6` Ht.B&B BH 6 Picea glauca densata Black Hills Spruce 6` Ht.B&B WP 6 Pinus strobus White Pine 6` Ht.B&B CH 5 Tsuga canadensis Canadian Hemlock 6` Ht.B&B ORNAMENTAL TREES SB 4 Amelanchier x grandiflora `Autumn Brilliance` Clump Form, 2" Cal Equivalent Autumn Brilliance Serviceberry 8` Ht.B&B CA 6 Malus x `Prairifire` Red Flowers Prairifire Crabapple 1.5" Cal.B&B JL 11 Syringa reticulata `Ivory Silk` White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal.B&B SHRUBS BCB 9 Aronia melanocarpa `Autumn Magic`Autumn Magic Black Chokeberry #5 Cont. SSC 9 Clethra alnifolia `Hummingbird`Summersweet #5 Cont. RTD 29 Cornus sericea `Alleman`s Compact`Dwarf Red Twig Dogwood #5 Cont. DBH 42 Diervilla lonicera Dwarf Bush Honeysuckle #5 Cont. ABH 12 Hydrangea arborescens `Annabelle`Annabelle Hydrangea #5 Cont. SPG 16 Spiraea x bumalda `Goldflame` Gold Foliage, Red Flowers Goldflame Spirea #5 Cont. VBC 10 Viburnum trilobum `Bailey Compact` Red Fall Color Bailey`s Compact American Cranberry Bush #5 Cont. EVERGREEN SHRUBS JSG 24 Juniperus chinensis `Sea Green`Sea Green Juniper #5 Cont. YEW 6 Taxus x media `Tauntonii`Tauton Yew #5 Cont. GRASSES KFG 35 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass #3 Cont. GROUND COVERS ROCK 2,928 sf Rock Mulch Non-Woven Geotextile Incidental 1.5" Trap Rock Mulch 4" Depth SOD 70,196 sf Turf Sod Bluegrass Kentucky Bluegrass sod TI 107,976 sf Type I - Turf Seed Mix Refer to notes for acceptable seeding methods Seeding Rate 180 lb/ac MnDOT Seed Mix 25-151 seed TII 15,870 sf Type II - Stormwater Seed Mix Refer to notes for acceptable seeding methods Seeding Rate 52.0 lb/ac MnDOT Seed Mix 33-261 seed PLANT SCHEDULE 1202 L3 LA N D S C A P E P L A N CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:License #: Ryan J. Ruttger, RLA 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 Landscape Architect under the laws of the State of Minnesota. 56346 RJR 02/15/23 Per Owner Comments07/26/245 Update Survey & Tanks09/11/246 Mama G's Parking Count10/09/247 Construction Set10/30/248 Survey/San. Sewer Edits11/22/249 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489.7900 \ FAX 763.489.7959 CARLSON-ENGINEERING.COM Per City Comments01/30/2510 Per City Comments02/18/2511 43 3 NO PA R K I N G LO A D I N G ZO N E CA R WA S H ZCL 10'-512" X 35'-912"20,000-GALLONZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 8'-6" X 34'-0" 12,000-GALLON ZCL 10'-512" X 35'-912" 20,000-GALLON 16.2 19.1 20.0 19.5 19.5 20.6 21.5 21.2 20.1 19.7 20.7 21.5 21.1 19.9 19.5 20.4 19.6 23.3 24.2 23.6 23.5 25.0 26.3 25.8 24.4 24.0 25.2 26.5 25.9 24.4 23.9 25.1 26.3 25.7 24.2 23.5 24.3 24.7 22.7 18.3 19.0 22.4 23.5 23.1 23.2 24.5 25.7 25.4 24.2 23.8 25.0 26.0 25.6 24.3 23.9 25.0 26.0 25.6 24.2 23.5 24.2 24.4 22.4 18.2 16.4 19.3 20.4 20.4 20.8 21.6 22.5 22.3 21.6 21.5 22.1 22.8 22.5 21.7 21.5 22.1 22.9 22.5 21.6 21.1 21.2 21.1 19.4 16.0 15.8 18.8 19.4 19.7 19.9 20.7 21.8 21.2 20.7 20.5 21.1 22.1 21.3 20.7 20.5 21.0 21.9 21.2 20.5 19.9 19.9 20.1 17.9 15.0 17.7 20.5 21.6 21.4 21.7 22.9 23.7 23.4 22.5 22.2 23.2 23.8 23.4 22.4 22.0 23.0 23.5 23.2 22.0 21.3 21.7 21.4 19.4 15.7 20.4 24.0 25.1 24.8 25.2 26.6 27.9 27.3 26.0 25.8 26.9 28.0 27.2 25.9 25.6 26.7 27.7 26.9 25.5 24.7 25.0 24.9 22.2 17.7 21.3 25.6 26.5 26.8 27.5 28.5 30.4 29.3 28.3 28.2 28.9 30.7 29.4 28.3 28.1 28.8 30.5 29.2 27.9 27.2 26.9 27.1 23.5 19.0 24.2 21.3 17.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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. 0 0 N89°44'07"E 467.00 | | | | | | | | | | | | | ||| ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u oh u ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue ue P1FL P1F P1F P1F P1F P1F POLE 2 P1F P1F P1F P1F P1F POLE 6 P1F POLE 7 P1F POLE 11 P1FL P1FL POLE 13 POLE 14 P1F POLE 15 P1F POLE 12 P1FL P:\Digital Sigs\DJW.jpg CO R C O R A N , M I N N E S O T A BR O C K T O N L N N & 9 7 T H A V E N WI T H 1 - B A Y C A R W A S H CO N V E N I E N C E S T O R E # 1 2 0 2 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. 9720-00 2023-02-15 GRAPHIC DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# Name: Signature: Date:License #:PRELIM I N A R Y Photometric Added02/27/231 3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM & S I D E D I E S E L Per Owner Comments05/19/232 PHOTOMETRIC SITE PLAN SCALE: 1'' = 30'-0'' 2023-0195.03 275 West Wisconsin Avenue, Suite 300 Milwaukee, WI 53203 414 / 259 1500 414 / 259 0037 fax KEYED NOTES: OVERALL SITE: AVERAGE: 2.0 MAXIMUM: 43.4 MINIMUM: 0.0 CALCULATION STATISTICS FUEL CANOPY: AVERAGE: 22.7 MAXIMUM: 30.0 MINIMUM: 13.2 MAX/MIN: 2.3:1 E1 PH O T O M E T R I C S I T E P L A N DLC 1 2 1 COORDINATE LOCATION AND MOUNTING HEIGHT OF SECURITY CAMERA WITH OWNER. D20 S7E CF C5 P13 P13L P1F P1FL PROVIDE (15) 16' POLES. FIXTURE QUANTITIES - 40 - 6 - 10 - 10 - 1 - 3 - 14 - 4 LED LIGHT MOUNTED UNDER FUEL CANOPIES LED STRIP LIGHT MOUNTED IN GABLE RECESSED LED DOWNLIGHT POLE MOUNTED LED FIXTURE FIXTURE SYMBOLS: S7E - FIXTURE TYPES: D20 - CF - C5 - CAMERA LSI LIGHTING: MRS-LED-18L-SIL-3-UNV-50-70CRI-WHT LSI LIGHTING: MRS-LED-18L-SIL-3-UNV-50-70CRI-WHT-IL LSI LIGHTING: MRS-LED-18L-SIL-FT-UNV-50-70CRI-WHT LSI LIGHTING: MRS-LED-18L-SIL-FT-UNV-50-70CRI-WHT-IL P13- P13L- P1F- P1FL- LSI LIGHTING: SCV-LED-15L-SC-UNV-DIM-50-WHT MOUNTED UNDER GAS CANOPY FIXTURES ARE SHOWN DIMMED DOWN TO 60%. LSI LIGHTING: SCV-LED-23L-SCFT-UNV-DIM-50-WHT MOUNTED UNDER GAS CANOPY MOUNT FIXTURES WITH FORWARD THROW OPTIC AIMING IN DIRECTION OF ARROW. FIXTURES ARE SHOWN DIMMED DOWN TO 60%. LED STRIP LIGHT MOUNTED IN GABLE LITHONIA TZL1N-L96-10000LM-FST-MVOLT RECESSED LED DOWNLIGHT GOTHAM EVO-35/30-8AR-WD-120-TRW CONTRACTOR SHALL INSTALL POLE MOUNT FIXTURE 12'-0" FROM THE OVER DIG OF UNDERGROUND FUEL TANK TO EDGE OF POLE BASE. 2 LOT LIGHT ELEVATION DETAIL NOT TO SCALE GRADE LEVELCURB CEME-TUBE FORM ABOVE GRADE DRILLED PIER FOUNDATION 3' 16 ' POLE SHALL BE RATED FOR WIND SPEED OF 125MPH 3' 1.FOOTCANDLE LEVELS SHOWN ON THIS PLAN ARE CALCULATED AT GRADE LEVEL. 2.ALL POLES SHALL BE INSTALLED A MINIMUM OF 3'-0" FROM BACK OF CURB TO EDGE OF POLE BASE UNLESS NOTED. 3.POLE THAT ARE LOCATED AT CORNER OF ISLAND SHALL BE A MINIMUM OF 6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE. POLES THAT MUST BE INSTALLED LESS THAN 6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE SHALL HAVE PROTECTIVE BOLLARDS INSTALLED AROUND THE POLE BASE. COORDINATE WITH KWIK TRIP PRIOR TO INSTALLATION. GENERAL NOTES: 43 4 BUILDING CODE SUMMARY MN Description of Work:New Building Building Occupancy:Classification: Store: Mercantile Group M Carwash: Business Group B Building Areas:11,033 sq. ft. (9,000 sq. ft. allowable) Number of Stories:One (one allowable) Type of Construction:Store: Type 5B: Non-Sprinklered Carwash: Type 5B: Non-Sprinklered Sprinkler Requirements:Per 903.2.7 An automatic sprinkler system is not required for Group M fire areas less than 12,000 sq. ft. Fire Alarm:Per 907.2.7 Group M- Manual fire alarm boxes are not required in a Group M occupancy having an occupant load less than 500 persons Area Modifications: Building Separations, Fire Partitions: Rated Areas Section 508.2.4 - no seperation is required between occupancy groups B & M. Fire Resistive Rating for Exterior Walls Table 602 Type V-B Construction, greater than 10 feet = 0 Rating Attic Separation: Occupant Load: Per Table 1004.5 Space Mercantile Grade Floor @ 60 sq. ft. Stock Area @ 300 sq. ft. Exit Requirements: "Required Exit Width" Based on occupant load - 103 x 0.2 = 20.6" ADA Accessibility: - The project will provide access to all areas of the facility. All spaces in the project will comply with ADA requirements. Sanitary Fixtures: Per Table 2902.1 Area U or WC (M) WC(F) Lav Showers D.F. Other Mercantile .14 .14 .19 --- .14 1 service sink Provided 4 4 4 --- See note below 1 service sink Required 2 2 2 --- 2 1 service sink Foam Plastic Insulation:2603.9 Special Approval - Cooler and freezer panels have passes UL1715 and conform to IBC 2603.9 for foam plastic insulation. See attached product data and Wisconsin Building Products Evaluation # 201305-I Drinking Fountain Note:Kwik Trip provides free cups of water from soda machine to all who enter. Exhaust Hood: - The Restrooms have toilet compartments with toe clearance on two sides since the interior partitions continue to the floor. Per 718.4 Draft stopping shall be installed in attics such that any horizontal area does not exceed 3,000 sq. ft. provide access to each separated area. Applicable Codes: Section 604.9.5.1 Exception 1 & 2 - Min size for floor mounted toilets 65" deep x 66" wide min. Business .9 .9 1.1 --- .4 1 service sink 2018 International Building Code with State Amendments/ Chapter 1305 (2020 MN Building Code) 2020 Minnesota State Building Code 2020 Minnesota Accessibility Code 2020 Minnesota State Fire Code (2018 IFC as amended by the State of Minnesota) 2023 National Electrical Code 2020 Minnesota Plumbing Code (Reference to 2018 Uniform Plumbing Code) Minnesota Mechanical Code/ Chapter 1346/2018 IMC/2018 IFGC (2020 MN Mechanical and Fuel Gas Code) 2024 Minnesota Commerical Energy Code Minimum Plumbing Fixtures/ 2018 IBC Chapter 29, as amended Snow Loads/ MSBC Rules 1303.1700 Frost Depth/ MSBC Rules 1303.1600 Wind Speed/ Minimum 90 MPH Recycling Space/MSBC 103.1500 Table: 1005.3.2 Number of Exits & Exit Access Doorways Egress based on occupant load and common path of egress travel distance. Min. aisle width per section 1005.3.1 = 103 Occupant x .2 = 20.6 inches required. Tables: 1006.2.1 & 1006.3.2 Two exits required where more than 30 person occupant load and less than 500 persons 1006.2.1 Section: 1006 Common path: Common path of egress travel shall not exceed 75ft. Travel distance: 200 ft. Non-sprinkleredTable: 1017.2 Table: 1006.2.1 Dead end corridors shall not exceed 20'. There are no dead end corridors on this project. Section: 1020 Corridors Corridor Width & Capacity1020.2 Table: 1020.2 Minimum corridor width = 44" 1020.4 Section: 1018 Aisles 1018.2.2 Isle width shall not be less than 36" 506.3 Frontage Increase (312/440-.25) 30/30 = 0.45 x 9,000 sq. ft. = 4,050 sq. ft. additional per floor Exit & Exit Access Doorway Configuration Two exits shall be located a min. of 1/2 the diagonal distance of the building1007.1.1 Section: 1007 Exit Access Travel DistanceSection: 1017 Fire Extinguishers: 906.1 - Required in groups B & M 906 per NFPA 10 906.1.2 - Required within 30 feet distance of travel from commerical cooking equipment. 906.3.1 Class A Fire Hazards - Maximum distance of travel to extinguisher 75ft. - See floor plans for designated locations 906.4 Cooking equipment fires Required Areas Fire Hazard Classifications 906.4.2 Class K portable fire extinguisher to be included in hazard areas that contain deep fat fryers. See floor plan for location of all fire extinguishers (FE & FEK) 1346.0507 Section 507 Commerical Kitchen Hoods 507.2.1 Type I Hood - Type I hood shall be installed where cooking appliances produce grease 507.2.2 Type II Hood - Type II hood shall be installed where cooking or dishwashing appliances produce heat, steam, or products of combustion and do not produce grease or smoke. See floor plan for locations of both type I & II hoods 5,500 sq. ft./60 sq. ft. = 91 persons 3,610 sq. ft./300 sq. ft. = 12 persons Total occupant load = 103 persons Kitchen 104 Kitchen Storage 107 Walk-In Cooler 108 CBT Room 110 Mens Toilet Room 113 Utility Room 118 Delivery Room 109 Womens Toilet Room 114 Family Toilet Room 115 5 Dr. Freezer 116 19 Dr. Cooler 106 Queing 111 Walk-In Freezer 105 Vestibule 100 Coffee 103 Checkout 102 104'-1" SEPARATION OF EXITS 36" EXIT EMERGENCY FLUSH TRANSITION 84" EXIT WIDTH w/ FLUSH TRANSITION 36" EXIT EMERGENCY FLUSH TRANSITION 42" EXIT ADA ACCESSIBLE COUNTER 48" EXIT FLUSH TRANSITION 42" EXIT 1 3 6 ' - 3 " 5' - 8 1 / 2 " 6' - 1 1 / 2 " 4' - 6 " Equipment Room C101 Carwash Bay 1 C100 G101 2 Sales 101 Vestibule 119 FE FE FE-K FE Pop Cave 117 Retail Storage 120 CO2 Closet 109A Electrical 118A FE FE-K FLAMMABLE WASTE COVER 30" X 48" CLEAR FLOOR SPACE30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE BATTERY OPERATED PUSH PAD. MOUNT AT 34" A.F.F. TO CENTER. BATTERY OPERATED PUSH PAD. MOUNT AT 34" A.F.F. TO CENTER. BATTERY OPERATED PUSH PAD. MOUNT ON BOLLARD. BATTERY OPERATED PUSH PAD. MOUNT AT 34" A.F.F. TO CENTER. BATTERY OPERATED PUSH PAD. MOUNT AT 34" A.F.F. TO CENTER. 12" 12" 1' - 8 " 10 0 B 10 0 A 100C100D 10 0 F 10 0 E 10 " X 2 4 " MA X 7' - 0" 7' - 0" SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 08/16/2024 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 08/16/2024 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 G101 Life Safety Plan/ Code Compliance Permit Set Author 08.16.2024 1081.657 St o r e # 1 7 4 7 G 3 - M N - R H - 1 C W - S V SW I n t e r s e c t i o n o f N o v o t n y R d . & Ed g e w o o d D r . Ba x t e r , M N Kw i k T r i p , I n c . 1/8" = 1'-0"1 LIFE SAFETY PLAN 1/4" = 1'-0"2 ADA PUSH PAD PLAN NORTH NO. DATE 435 A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATE @ AT BD BOARD BRG BEARING BIT BITUMINOUS BLKG BLOCKING BR BRICK BLDGBUILDING BM BEAM B.O.BOTTOM OF BOTT.BOTTOM BRG BEARING BTWN.BETWEEN CAB CABINET CB CONCRETE BLOCK CIP CAST-IN-PLACE CF CUBIC FEET CPT CARPET CLG CEILING CLK CAULK CLR CLEAR CT CERAMIC TILE CTR CENTER CO CLEAN OUT COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONST CONSTRUCTION CONTR CONTRACTOR CJ CONTROL JOINT COORD COORDINATE CRPT CARPET CY CUBIC YARD DBL DOUBLE DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DN DOWN DRS DOORS DS DOWNSPOUT EWC ELECTRIC WATER CHILLER ELECT ELECTRICAL EL ELEVATION ELEV ELEVATOR EP EPOXY PAINT EQUIP EQUIPMENT EXIST EXISTING EPS EXPANDED POLYSTYRENE EXP EXPOSED EXT EXTERIOR EIFS EXTERIOR INSULATION FINISH SYSTEM FV FIELD VERIFY FIN FINISH FE FIRE EXTINGUISHER FL FLOOR FD FLOOR DRAIN FTG FOOTING FDN FOUNDATION GEN GENERAL GC GENERAL CONTRACTOR GL GLASS OR GLAZING GFCMU GROUND FACE CMU Typical Abbreviations List GYP BD GYPSUM BOARD H&V HEATING & VENTILATION HC HOLLOW CORE HM HOLLOW METAL HO HOLD OPEN ARM HR HOURS HYD HYDRANT INSUL INSULATION INT INTERIOR JT JOINT JST JOIST MBD MARKER BOARD MAS MASONRY MO MASONRY OPENING MAX MAXIMUM MECH MECHANICAL MTL METAL MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PNT PAINT PLAS PLASTER PLAM PLASTIC LAMINATE PL PLATE PLBG PLUMBING PLYWD PLYWOOD PCT PORCELAIN CERAMIC TILE P/C PRECAST P/C TERR PRECAST TERRAZZO PREFAB PREFABRICATED PREFIN PREFINISHED PT PRESSURE TREATED QT QUARRY TILE REINF REINFORCING OR REINFORCEMENT REQ'D REQUIRED R RISERS RD ROOF DRAIN RFG ROOFING RFS ROOM FINISH SCHEDULE RM ROOM SCHED SCHEDULE S SEALED SIM SIMILAR SC SOLID CORE S.SURF SOLID SURFACE SPEC SPECIFICATION ST STAIN SS STAINLESS STEEL STRUCT STRUCTURE OR STRUCTURAL SW SITE WASTE TBD TACKBOARD TEMP TEMPERED TERR T TERRAZZO TILE T&G TONGUE & GROOVE T/TOP OF TP TOILET PARTITION TR TREADS TYP TYPICAL UNFIN UNFINISHED VB VAPOR BARRIER VERT VERTICALLY VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING VB VINYL BASE WWF WELDED WIRE FABRIC WDW WINDOW W/WITH WD WOOD Room name 101 A101 1 A101 A101 1 10 1 ROOM TAG SECTION CALLOUT ELEVATION CALLOUT DETAIL CALLOUT DOOR NUMBER CW- A1 CURTAIN WALL TYPE WALL TYPE VERTICAL WORKING POINT ELEVATION 1 0 REVISION INDICATOR GRID LINE -CENTER OF STEEL STUD Graphic Symbols EARTH CONCRETE CONCRETE MASONRY UNIT FACE BRICK SPRAY-FOAM INSULATION STRUCTURAL STEEL BATT INSULATION ROUGH LUMBER RIGID INSULATION GYPSUM BOARD PLYWOOD Material Symbols CAR WASH THERMAL ENVELOPE NOTES EXTERIOR WALLS: TYPICAL EXTERIOR WALLS: 3" POLYISOCYANURATE INSULATION (R-18.5) AND EPOXY PAINT ON ALL INTERIOR SURFACES. 1. 2. PACK ALL DOOR AND WINDOW VOIDS. FOAM ALL PENETRATIONS.3. SEAL ALL VAPOR BARRIER PENETRATIONS (OUTLETS, LIGHT FIXTURES, ETC.) 4. INTERIOR WALLS: NO SOUND INSULATION 1. ROOF: AT CENTER FLAT ROOF: TPO MEMBRANE ROOFING SYSTEM FULLY ADHERED OVER A MIN. OF 6" TAPERED POLYISOSANUATE INSUL. (R-35) OVER VAPOR BARRIER OVER 8" CONC. PLANK 2. FOUNDATION PERIMETER: 1. AIR BARRIER CARWASH AIR BARRIER IS EXTERIOR BRICK VENEER.A. FENESTRATION SYSTEMAREA PRECAST DECK - CONCRETE SEALANT.3. R-10 EXTRUDED RIGID INSULATION (2"THICK). SEE SPEC. CONTINUOUS FROM TOP OF FOOTING TO TOP OF FOUNDATION WALL. COMMON WALLS: (R-20) SPRAY FOAM POLYURETHANE (3"). APPLY INTUMESCENT COATING @ ALL EXPOSED AREAS. 1. FIBERGLASS REIN. PANEL DOOR & FRAME: U = 0.500 OVERHEAD POLYCARBONATE DOORS: U = .260 (INCLUDES VINYL & AIR FILMS) ALUMINUM WINDOWS: U = 0.36, SHGC: 0.40 ZONES 5 & 6 ALUMINUM WINDOWS: U = 0.29, SHGC: 0.45 ZONE 7 SLOPED COLD ATTIC: (R-36) BLOWN FIBERGLASS (14") PLUS 2" CLOSED-CELL SPRAY FOAM (R 13.0) 1. SYMBOL LEGEND F1 GRID LINE - FACE OF BRICK VENEER & FOUNDATION WALL CA GRID LINE - CENTER OF STEEL MATCH LINE SEG A SEG B RETAIL STORE THERMAL ENVELOPE NOTES KNEE WALL AT CEILING: R-27 SPRAY FOAM POLYURETHANE (4") APPLY INTUMESCENT COATING @ ALL EXPOSED AREAS. 1. EXTERIOR WALLS: TYPICAL EXTERIOR WALLS: 3" UNFACED POLYISOCYANURATE INSUL. (R18.5) WITH VAPOR BARRIER COATING ON ALL INTERIOR GYP. BD. SURFACES 1A. WALLS AT FREEZER AND COOLER: 3" UNFACED POLYISOCYANURATE INSUL. (R18.5) WITH 5/8" DENS SHIELD, BEAD OF SEALANT AT ALL EDGES. NO ADDITIONAL FINISH OR VAPOR BARRIER. NO TAPE OR PAINT. 1B. PACK ALL DOOR AND WINDOW VOIDS.2. FOAM ALL PENETRATIONS.3. SEAL ALL VAPOR BARRIER PENETRATIONS (OUTLETS, LIGHT FIXTURES, ETC.) 4. INTERIOR WALLS: NO SOUND INSULATION 1. ROOF: FLAT AREA: R-35 TAPPERED POLYISOCYANURATE (6" MIN) 2 LAYERS W/ STAGGERED JOINTS. 2. FOUNDATION PERIMETER: R-10 EXTRUDED RIGID INSULATION (2"THICK). SEE SPEC. CONTINUOUS FROM TOP OF FOOTING TO TOP OF FOUNDATION WALL. 1. AIR BARRIER FENESTRATION SYSTEMAREA USE VAPOR BARRIER COATING ON ALL INTERIOR DENS SHIELD SURFACES. 5. HEATED SLAB: R-20 EXTRUDED RIGID INSULATION (4"THICK) SEE SPEC. UNDERSLAB RADIANT FLOOR. 1. AIR BARRIER AT KNEE WALL WITHIN TRUSS SPACE, BETWEEN STORE AND ATTIC IS 4" CLOSED CELL SPRAY FOAM OVER GYPSUM BOARD THERMAL BARRIER. 2. SEAL ALL UTILITY PENETRATIONS TO AIR BARRIER.3. SEAL ALL WINDOW AND DOOR FRAMES.4. VAPOR BARRIER:5. GYP. BD. WALLS AND SPRAY FOAM KNEE WALL PAINTED: HALMAN LINSAY 530-1 FOR PERM RATING OF 0.30 A. 4 MIL POLY AT ATTIC CEILING.B. AIR & VAPOR BARRIER SPRAY @ ALL EXTERIOR WALLS. SEE SPEC & DETAIL 1. . ALUMINUM WINDOWS: U = 0.36, SHGC: 0.40 ALUMINUM DOORS: U = 0.67, SHGC: 0.35 H.M. INSULATED DOORS: U = 0.44 ALUMINUM DOORS AND WINDOWS VALUES PER NFRC100 BY TUBELITE FOR T14000 WINDOWS AND NARROW STYLE DOORS. ZONES 5 & 6 ALUMINUM WINDOWS: U = 0.29, SHGC: 0.45 ZONE 7 SLOPED COLD ATTIC: R-49 BLOWN FIBERGLASS WITH 4 MIL POLY VAPOR BARRIER AT GYP. BD. SURFACES. PROVIDE DEPTH MARKERS ON TRUSSES 1. F1 F1 F2 F2 F3 F3 F4 F4 F5 F5 FA FA FD FD FE FE Kitchen 104 Kitchen Storage 107 Walk-In Cooler 108 CBT Room 110 Mens Toilet Room 113 Utility Room 118 Delivery Room 109 IT Closet 112 Womens Toilet Room 114 Family Toilet Room 115 5 Dr. Freezer 116 19 Dr. Cooler 106 Queing 111 29' - 4"33' - 6"17' - 8" 16' - 10" CA CA C1 C1 C3 C3 C4 C4 Walk-In Freezer 105 Vestibule 100 Coffee 103 Checkout 102 C2 C2 11" 29' - 2"34' - 6"31' - 10"11" Sales 101 8' - 6" SEG B SEG A SEG B SEG A Vestibule 119 12' - 8"3' - 4"3' - 4"3' - 4"22' - 8"3' - 4"3' - 4"3' - 4"12' - 8" Equipment Room C101 Carwash Bay 1 C100 SEG C SEG B S E G CS E G B FG FG 27 ' - 4 " 11 ' - 0 " 84 ' - 4 " 97' - 4" 11"31' - 10"34' - 6"29' - 2"11" 12 2 ' - 8 " 38 ' - 4 " 12 2 ' - 8 " 4' - 4 " 10 ' - 0 " 17 ' - 0 " 3' - 1 0 " 3' - 2 " 68' - 0"29' - 4" 97' - 4" FE FE-KFE-K FE 2' - 4"15' - 4"16' - 0"30' - 4"3' - 4"30' - 0" FE FE FB FC F6 4' - 4 " 10 ' - 0 " 7' - 0 " 5' - 4 " 5' - 4 " 3' - 1 0 " 5' - 6 " 3' - 4 " 9' - 8 " 10 ' - 8 " 52 ' - 0 " 3' - 4 " 2' - 4 " 27 ' - 4 " 11 ' - 0 " 40 ' - 3 1 / 2 " 13 ' - 5 " 30 ' - 7 1 / 2 " 51 ' - 9 " 43 ' - 7 " 28 ' - 8 " 4' - 4 " 51 ' - 4 " 40 ' - 9 " 43 ' - 7 " 4' - 0 " 6' - 0 " 7' - 0" Pop Cave 117 Recycling 120 CO2 Closet 109A Electrical 118A SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 01/27/2023 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 01/27/2023 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 A000 Overall Floor Plan & Thermal Envelope Insulation Values & Notes CD Set Author 01.27.2023 1081.560 St o r e G e n 3 - R H - 1 C W -S V Corcoran, M N Kw i k T r i p , I n c . 1/8" = 1'-0"1 Overall Plan PLAN NORTH TRUE NORTH NO. DATE 436 8' x 30" SHELF 4' x 30" SHELF 4' x 30" SHELF 1 8 "x 4 8 " T S S (5 ) S H E L F O N C A S T E R S 6 3 " P O L E S 18 " x 4 8 " T S S (5 ) S H E L F O N C A S T E R S 63 " P O L E S 18 " x 4 8 " T S S (5 ) S H E L F O N C A S T E R S 63 " P O L E S 6' x 3 0 " S H E L F 6' x 3 0 " S H E L F DU N N A G E RA C K 22 " X 3 6 " DU N N A G E RA C K 22 " X 3 6 " DU N N A G E RA C K 22 " X 3 6 " 18"x48" TSS (5) SHELF ON CASTERS 63" POLES Kitchen 104 Mens Toilet Room 113 Womens Toilet Room 114 Family Toilet Room 115 5 Dr. Freezer 116 19 Dr. Cooler 106 Queing 111 Walk-In Freezer 105 Vestibule 100 Checkout 102 17 2 8 9 8 8 72 1 45 35 35 4 14 BELOW 16 RE G R E G R E G 3' C I G 4' R Y O 3' R Y O ST O R A G E 3' C I G RE G 7 13' - 6 3/8" A411 1 A4112 A411 3 A4114 A412 2 A412 3 8' - 0" 3' - 0" 6' - 1 3/8" FROM FIN. GYP. BD. 6' - 1 1/2" 4' - 6" 32' - 3 1/4" INSIDE ICE MERCHANDISER HOLD 7' - 6" 5' - 0" MIN. 12" 92 89 A412 1 8' - 6 1/2" 7' - 4 1/4" 5' - 9 1/2" 46 27 28 46 FROM F/CABINET TO FIN. WALL BASKETS CARTSCARTS BASKETS 1/2 PLATFORM 44 4 4 4 4444 4 4 4 444 4 44 4 4 44444 5 5 555 20 20 6" 6" 5' - 0" 2' - 0" 2' - 8 1/2" 1' - 6" 2' - 8 1/2" 2' - 0" 2' - 9" 6" 3' - 4 1/8" 23 3' - 0" 5 A412 1 A4212 78 5 5 TOTES CHIP 4 3 TRASH 5 4 3' - 0" 6" 23 CO29 10' - 9" ±5 1/2" 7' - 0" 5' - 4" MILK 23 11 24' - 0 1/2" 5 1/2" FR O M S T U D FA C E T O S I D E OF F R E E Z E R CA S E 16' - 2 1/2" TO FRONT OF THM CASE 12' - 0 5/8" +/- 8' - 6 1/2" 4' - 0" 16' - 5 1/8" 15' - 4" 16' - 5 3/4" 2' - 11" 1 1/2" 2' - 11" 6' - 0" 6' - 7 3/4" 5' - 0" 3' - 0" 88 19 4 4 4 4 87 83 53 55 Vestibule 119 18 5' - 6" FE 7 TRASH 7" 19 15 121212 15 1111 9797 5 1/2" SEG B SEG A SEG B SEG A LP CAGE 5 1/2" TO CHECKOUT SIDE OF THM CASE 28' - 11 5/8" +/- 5' - 11 1/4" 4' - 6 1/2" A400 12 A400 FE-K 5' - 8 1/2" 3' - 0" 8' - 1 3/8" SNACK SEATING AREA 10 81 10 22 22 21 9" 21 22 9" 2"HD-2 2"HD-2 2"HD-2 2"HD-2 4"FCO 4"FCO 3"FD-1 3"HD-1 3"FD-1 2"HD-2 3"HD-1 2"HD-2 4"FCO 3"HD-1 3"HD-1 3"HD-1 3"HD-1 3"HD-1 4"FCO 3' - 0" 24 29 3' - 5 3/4" 7' - 7 3/4" 3' - 11" 26 4 ' - 10 1 /2" 18 VERIFY W/ ELECTRICAL CONDUIT 22' - 6 5/8" 31 25 34 30 ST O R . L I D S CU P S MA L T CU P S Pop Cave 117 3"FD-1 8' - 5 1/2" 26 5' - 10 3/4" 5' - 10 3/4" 3' - 2 3/4" 5' - 0"5' - 4 3/4" CO2 Closet 109A 99 84 90 85 LEARNN TREE NE W S P A P E R FINANCIAL CENTER SU N G L A S S E S ATM ATMBAITATM 6" 5' - 11 3/4" 3' - 7 1/2" 33' - 5 1/4" 4' - 4" 6' - 1 1/8" 6' - 1 1/8" 2"HD-2 /5 A420 /8 A420 /6 A420 /10 A420 /9 A420 /7 A420 /12 A420 /13 A420 /11 A420 /4 A420 /2A A420 /1 A423 /2 A423 SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 01/27/2023 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 01/27/2023 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 A120A Equipment Floor Plan - Seqment 'A' CD Set ams 01.27.2023 1081.560 St o r e - G e n 3 - R H - 1 C W -S V Corcoran, M N Kw i k T r i p , I n c . GENERAL NOTES EQUIPMENT A. ALL CASEWORK, SHELVING AND FIXTURES BY OWNER (TYP.) B. CAULK ALL EXPOSED SEAMS IN FOOD AREAS. C. CAULK SINK COUNTERTOPS AT WALL. D. CAULK/ ROPE INSIDE COOLER/FREEZER GLASS DOORS. E. SEAL (CAULK) ALL OPENINGS AROUND PIPES AND OTHER CONDUITS, WHERE THEY PASS THROUGH WALLS AND FLOORS. SEAL ALL JUNCTIONS BETWEEN THE WALL SURFACE AND THE EDGES OF ATTACHED EQUIPMENT WITH APPROVED CAULK/SEALING COMPUND. F. EXTEND CONDUIT PIPES FOR BEVERAGE LINES AT LEAST FOUR INCHES ABOVE THE FINISHED FLOOR ELEVATION AT BOTH ENDS. THE SPACE BETWEEN THE BEVERAGE LINES AND THE CONDUIT PIPE MUST BE SEALED WITH A HARD MATERIAL AND PROVIDE A CLEANABLE FINISH. G. MECHANICAL SYSTEM CONTROLS SHALL BE LOCATED MAXIMUM OF 48" AND MINIMUM OF 15" ABOVE FINISHED FLOOR. H. DIMENSIONS ARE FROM FINISHED FACE. EQUIPMENT SCHEDULE #TYPE 1 FRESH CASE 2 BAKERY SHELF 4 NSF APPROVED SHELVES - COOLERS/FREEZERS 5 NSF APPROVED SHELVES - COOLERS/FREEZERS 7 UTILITY CART 8 3'-0" METAL LIGHTED CIGARETTE MERCHANDISER 9 4'-0" METAL LIGHTED CIGARETTE MERCHANDISER 11 ROLLER GRILL 12 HOT FOOD DISPLAY 3'-0" 15 CHILI CHESSE DISPLAY 17 MULTI-TERRIA CONDIMENT 18 SOUP WELL 20 BAG-IN-A-BOX RACK 21 ADA 6"X6" MEN/WOMEN SIGNAGE WITH BRAILLE SEE INTERIOR ELEVS. FOR TYP. LOCATION 22 ADA 3"X6" EXIT SIGNAGE WITH BRAILLE SEE INTERIOR ELEV. FOR TYP. LOCATION 23 SECURITY MIRROR 26 PRODUCE CART 27 MALT BLENDER 28 MALT BLENDER FREEZER 29 TRUE FREEZER 30 FOUNTAIN MACHINE 31 HOT FOOD DISPLAY 2'-0" 34 ICE TEA MAKER 35 SLUSHEE MACHINE 45 BAKERY CASE 46 SMOOTHIE MACHINE 53 SOAP DISPENSER 55 PAPER TOWEL DISPENSER-KITCHEN 72 WHIPPED CREAM DISPENSER 78 INSIDE ICE MERCHANDISER 81 8"W. X 3"H. BABY CHANGING STATION SIGN 83 GILES DUMP TABLE 84 AYRKING BREADER 85 HENNY PENNY OPEN FRYER 87 6'-8" TYPE I HOOD 88 BAKERY TABLE 89 TAKE HOME MEAL CASE 90 48" STAINLESS TABLE 92 OPEN AIR MEAT CASE 97 DISPLAY RACK 99 27" REFRIGERATED PREP TABLE 1/4" = 1'-0"1 EQUIPMENT FLOOR PLAN - SEG A EQUIPMENT PLAN KEY NOTES # Description 14 BREAD CART. SEE DETAIL 15 VERTICALLY HUNG VINYL STRIPS PROVIDED BY COOLER MANUFACTURER. 16 STORGAE CABINET. SEE DETAIL 17 AIR CURTAIN UNIT ABOVE. 18 HATCH INDICATES ELECTRICAL RACE WAY. 19 END OF ELECTRICAL FACEWAY. PROVIDE SOLID SURFACE END CAP. 20 SOLID SURFACE TOP ONLY. 21 SHELVES ON MTL. STANDARDS AND BRACKETS (VERIFY MTG. HTG. OF STANDARDS SHELVES). SEE INTERIOR ELEVATIONS A412. 22 8" x 8" BOX OUT FOR PLUMBING CASE. MATERIAL FOR BOX OUT PROVIDED BY OWNER. 23 36" L. X 6" W. GRIP STRIPS ON FREEZER FLOOR. STRIPS TO BE SPACED 6" APART. 24 WALL AND BASE CABINET W/ CONCRETE SOLID SURFACE TOPS. SEE DETAIL 25 HYBRID SNACK TABLE ASSEMBLY. SEE DETAIL 26 36" WIDE STAND-A-LONE SNACK TABLE. SEE DETAIL EQUIPMENT PLAN KEY NOTES # Description 1 CAPPUCCINO AND BAKERY ISLAND. SEE DETAIL 2 CONDIMENT DISPLAY (TYP. OF 2). SEE DETAIL 3 SOUP CART. SEE DETAIL 4 ROLLING GRILLE MOVABLE CART. SEE DETAIL 5 HOT FOOD DISPLAY MOVABLE CART. SEE DETAIL 6 BAKERY DISPLAY. SEE DETAIL 7 1'-0" H. X 5'-0" L. WOOD CART BUMBER. MOUNT DIRECTLY ABOVE WALL BASE. 8 PRODUCE CART. SEE DETAIL 9 CO2 FILL W/ 3/4" PEX PIPING TO MOP ROOM. RISE UP EXT. WALL AND FOLLOW CEILING. MOUNT AT 42" A.F.F.. R.O. 8 1/8"H. X 7 1/8"W. MIN. 10 BABY CHANGING STATION SIGNS TO BE MOUNTED ON FRONT OF BATHROOM DOOR AT 5' - 0" A.F.F. 11 LOTTO SCANNER. SEE DETAIL 12 8'-0" STANDARDS AT 4" A.F.F. FOR SHELVING (TYPICAL AT 3 WALLS.) 13 32"D. COUNTER MOUNTED 31 3/4" A.F.F. TO TOP PLAN NORTH TRUE NORTH NO. DATE 437 Kitchen 104 CBT Room 110 Mens Toilet Room 113 Utility Room 118 IT Closet 112 Family Toilet Room 115 Queing 111 Walk-In Freezer 105 Coffee 103 45 35 35 Delivery Room 109 Walk-In Cooler 108 Kitchen Storage 107 19 Dr. Cooler 106 4848 64 5252 61 62 61 4849 63 42 42 42 42 41 40 TRASH CUPS CUPS CUPS 39 38 38 36 TRASH 44334743 43 A414 3 2 1 4 A411 5 A200 5 6 A413 4 13 2 A412 4 5 6 7 7' - 0" 30 30 75 60 83FE-K FE-K 20 20 68 5553 5553 87 RTI OIL TANKS RTI OIL TANKS SEG B SEG A SEG B SEG A 10 5 5 CO2 1 25 A414 5 TRASH TRASH MILK BAKERY A414 9 13 6 7 6 6 7 71 7 6 TRASH 5 5 76 1' - 9"3' - 4" 1' - 4" 3' - 4"1' - 9" 19 2" 2' - 6" 8" 2' - 6" 2" CU P S 75 75 3' - 0" 2' - 6 1/2" 10' - 1 3/8" 5 1/2" CUPS 2 8 5 1/2" 9' - 6" ±13' - 9"8' - 10" 2 3 A4114 A413 5 SEG C SEG B S E G CS E G B 11 1' - 0" 5' - 6" A412 1 4 4 4 4 4 4 51 5' - 0" 5' - 6 1/2" 12 8 YD SLANT TOP BIN 8 YD SLANT TOP BIN MB1 34 5' - 9" 99 65 22 9595 3"FD-1 3"HD-1 4"FCO 3"HD-1 4"FS-1 DW-1 2"FD-1 S4 S-1 2"HD-2 3"HD-1 3"HD-1 3"HD-1 3"HD-13"HD-13"HD-1 3"HD-1 3"HD-1 3"FCO 3"FD-1 3"FD-1 4"FS-1 3"FD-1 4"HD-1 4"FD-1 FE FE OU T S I D E I C E ME R C H A N D I S E R OU T S I D E I C E ME R C H A N D I S E R 22 ST O R . L I D S C U P S LI D S CU P S TR A S H 3"FD-1 6"FCO 4"FCO S-4S-2 2"FD-1 S-3 90 8584 644' - 1 3/4" Recycling 120 CO2 Closet 109A Electrical 118A 13 76 A414 7 8 58 9491 56 59 58101 102102 3 TIER UTILITY CART LOCKERS OU T S I D E I C E ME R C H A N D I S E R 9' - 6" /5 A420 /8 A420 SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 01/27/2023 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 01/27/2023 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 A120B Equipment Floor Plan - Seqment 'B' CD Set Author 01.27.2023 1081.560 St o r e - G e n 3 - R H - 1 C W -S V Corcoran, M N Kw i k T r i p , I n c . GENERAL NOTES EQUIPMENT A. ALL CASEWORK, SHELVING AND FIXTURES BY OWNER (TYP.) B. CAULK ALL EXPOSED SEAMS IN FOOD AREAS. C. CAULK SINK COUNTERTOPS AT WALL. D. CAULK/ ROPE INSIDE COOLER/FREEZER GLASS DOORS. E. SEAL (CAULK) ALL OPENINGS AROUND PIPES AND OTHER CONDUITS, WHERE THEY PASS THROUGH WALLS AND FLOORS. SEAL ALL JUNCTIONS BETWEEN THE WALL SURFACE AND THE EDGES OF ATTACHED EQUIPMENT WITH APPROVED CAULK/SEALING COMPUND. F. EXTEND CONDUIT PIPES FOR BEVERAGE LINES AT LEAST FOUR INCHES ABOVE THE FINISHED FLOOR ELEVATION AT BOTH ENDS. THE SPACE BETWEEN THE BEVERAGE LINES AND THE CONDUIT PIPE MUST BE SEALED WITH A HARD MATERIAL AND PROVIDE A CLEANABLE FINISH. G. MECHANICAL SYSTEM CONTROLS SHALL BE LOCATED MAXIMUM OF 48" AND MINIMUM OF 15" ABOVE FINISHED FLOOR. H. DIMENSIONS ARE FROM FINISHED FACE. EQUIPMENT SCHEDULE #TYPE 64 REFRIGERATED PREP TABLE 65 UNDERCOUNTER FREEZER KITCHEN 68 42" STAINLESS DRY RACK 71 CO2 SIGNAGE BY OWNER 75 30" DRIP TRAY 76 40" DRIP TRAY 83 GILES DUMP TABLE 84 AYRKING BREADER 85 HENNY PENNY OPEN FRYER 87 6'-8" TYPE I HOOD 90 48" STAINLESS TABLE 91 VECTOR OVEN 94 HOT FOOD HOLDING CABINETS 95 BEAN-TO-CUP 99 27" REFRIGERATED PREP TABLE 101 CONVERGE MULTI-COOK OVENS 102 STAND WITH CASTERS EQUIPMENT SCHEDULE #TYPE 44 CREAMER 45 BAKERY CASE 47 MICROWAVE - SNACK 48 MICROWAVE - KITCHEN 49 SCALE/LABEL MACHINE 51 CLEANING CART 52 BIN RACK 53 SOAP DISPENSER 55 PAPER TOWEL DISPENSER-KITCHEN 56 TURBOCHEF i3 OVEN RACK 58 TURBOCHEF i3 OVEN 59 CART (STAINLESS STEEL) 60 6'-0" STAINLESS TABLE 61 6'-0" STAINLESS TABLE w/ CENTER SHELF ABOVE 62 BAKERY RACK WITH COVER 63 CAPTIVE AIRE HOOD EQUIPMENT SCHEDULE #TYPE 4 NSF APPROVED SHELVES - COOLERS/FREEZERS 13 NITRO COFFEE 19 ICE CREAM NOVELTY CASE 20 BAG-IN-A-BOX RACK 22 ADA 3"X6" EXIT SIGNAGE WITH BRAILLE SEE INTERIOR ELEV. FOR TYP. LOCATION 25 FLOOR SCRUBBER 30 FOUNTAIN MACHINE 33 HOT WATER DISPENSER 34 ICE TEA MAKER 35 SLUSHEE MACHINE 36 SURESHOT FLAVORSHOT 2 38 COFFEE BREWER 39 COFFEE GRINDER 40 XPRESS TOUCH 41 ICE DISPENSER 42 IMIX-3 MACHINE 43 COFFEE CONDIMENT DISPLAY 1/4" = 1'-0"1 EQUIPMENT FLOOR PLAN - SEG B EQUIPMENT PLAN KEYNOTES # Description 1. CAPPUCCINO AND BAKERY ISLAND. SEE DETAIL 2. CONDIMENT DISPLAY (TYP. OF 2). SEE DETAIL 3. SHELVES ON MTL. STANDARDS AND BRACKETS (VERIFY MTG. HTG. OF STANDARDS & SHELVES). SEE INTERIOR ELEVATIONS A412. 4. SNOW MELT 5. 8'-0" STANDARDS AT 4" A.F.F. FOR SHELVING (TYPICAL AT 3 WALLS) 6. HATCH INDICATES ELECTRICAL RACEWAY. 7. END OF ELECTRICAL RACEWAY. PROVIDE SOLID SURFACE END CAP. 8. SOLID SURFACE TOP ONLY. 9. PROVIDE 8" X 32" OPENING AT 10' - 0" A.F.F. TO 10' - 8" A.F.F 10. AIR CURTAIN UNIT ABOVE. 11. 12"W x 7-1/2"D. BOX FOR POP LINES CHASE. MATERIAL FOR BOX OUT PROVIDED BY OWNER. 12. 10L. CLASS "K" FIRE EXTINGUISHER 13. 32" D. COUNTER MOUNTED 31 3/4" A.F.F. TO TOP PLAN NORTH TRUE NORTH NO. DATE 438 EF (ABOVE) SALT STORAGES E G B S E G C ENTER ELECTRICAL PANELS SEG B SEG C A125 1 CAR WASH EQUIPMENT BY OTHERS TRAVEL DIRECTION REFER TO A125 FOR CW EQUIPMENT SCHEDULE GRH-1 (ABOVE) TR CW MB FL C BB A K TK BU GR WST DC CPO DR T FL G SS F LEP P DE GD JBMD UC FLGD DE P PP1 EC D EXIT FE CHEMICAL CONTAINERS CAR WASH EQUIPMENT BY OTHERS DEDE Equipment Room C101 Carwash Bay 1 C100 GRH-1 (ABOVE) GR TK SGB FD FLOOR HEAT PUMP & MANIFOLDSBOILER TRASH 8 YD SLANT TOP BIN 8 YD SLANT TOP BIN E H DR 3"FD-2 4"FCO 3"FD-2 3"FD-2 4"HD-1 4"HD-1 4"HD-1 4"FCO 4"FD-3 4"FCO 3"FD-2 3"FD-2 SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 01/27/2023 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 01/27/2023 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 A120C Equipment Floor Plan - Seqment 'C' CD Set Author 01.27.2023 1081.560 St o r e - G e n 3 - R H - 1 C W -S V Corcoran, M N Kw i k T r i p , I n c . GENERAL NOTES EQUIPMENT A. ALL CASEWORK, SHELVING AND FIXTURES BY OWNER (TYP.) B. CAULK ALL EXPOSED SEAMS IN FOOD AREAS. C. CAULK SINK COUNTERTOPS AT WALL. D. CAULK/ ROPE INSIDE COOLER/FREEZER GLASS DOORS. E. SEAL (CAULK) ALL OPENINGS AROUND PIPES AND OTHER CONDUITS, WHERE THEY PASS THROUGH WALLS AND FLOORS. SEAL ALL JUNCTIONS BETWEEN THE WALL SURFACE AND THE EDGES OF ATTACHED EQUIPMENT WITH APPROVED CAULK/SEALING COMPUND. F. EXTEND CONDUIT PIPES FOR BEVERAGE LINES AT LEAST FOUR INCHES ABOVE THE FINISHED FLOOR ELEVATION AT BOTH ENDS. THE SPACE BETWEEN THE BEVERAGE LINES AND THE CONDUIT PIPE MUST BE SEALED WITH A HARD MATERIAL AND PROVIDE A CLEANABLE FINISH. G. MECHANICAL SYSTEM CONTROLS SHALL BE LOCATED MAXIMUM OF 48" AND MINIMUM OF 15" ABOVE FINISHED FLOOR. H. DIMENSIONS ARE FROM FINISHED FACE. 1/4" = 1'-0"1 EQUIPMENT FLOOR PLAN - SEG C PLAN NORTH TRUE NORTH CAR WASH EQUIPMENT SCHEDULE TAG DESCRIPTION A AIR COMPRESSOR B WATER SOFTENER BU BOILER UNIT C REVERSE OSMOSIS UNIT CP0 CP0 CONTROLLER CW CHOICEWASH XT GANTRY CWB** *CITY WATER BOOST PUMP D RO WATER PUMP DC DOOR CONTROL - MARK VII DE DOOR SENSOR EYE DR DRYER CONTROL BOX (40hp) DT DRYER COUNTDOWN TIMER E SPOTFREE STORAGE TANK EC ENERGY CHAIN FEED SYSTEM EP ELECTRICAL PANELS (BY OTHERS) F BRINE TANK FD FS-40D FREESTANDING DRYER FL FLOOR LOOP SENSORS G RO REJECT WATER PUMP GD GARAGE DOORS GR GUIDE RAILS, SST LOW PROFILE H CARBON FILTER JB IN BAY JUNCTION BOX K AIR DOOR CONTROL BOX L CPC PANEL MB MENU BOARD - 7 POSITION MD MAIN DISCONNECT P DOOR CONTROL BOX PP PUMPING PLANT/ STAND SGB STOP-GO-BACK UP SIGN SS SALT STORAGE T COIN/ CODE BOX, POINT OF SALE TK GANTRY TRACK 33', LOW PROFILE TR TREADLE SENSOR PAD UC UNDERCARRIAGE WASH MANIFOLD W/ FLAT COVER WST WASH STAT NO. DATE 439 ABBREVIATIONS LIST AL ALUMINUM ACT ACOUSTICAL CEILING TILE BRK FACE BRICK CG-# CORNER GUARD CMU CONCRETE MASONRY UNIT CONC CONCRETE CPT CARPET CT-# CERAMIC TILE GT-# GLASS TILE QT-# QUARRY TILE EPI EXTRUTECH PLASTIC PANELS FRP FIBERGLASS REINFORCED PLASTIC GLB GLASS BOARD GWB GYPSUM WALL BOARD L# LAMINATE P/C PRECAST CONCRETE PCT-# PORCELAIN TILE P# PAINT PREFIN PREFINISHED SC SEALED CONCRETE SS-# SOLID SURFACE SS STAINLESS STEEL TBB TILE BACKER BOARD VB-# VINYL BASE WCT WALL CERAMIC TILE GENERAL NOTES - ROOM FINISH SEE A131 & A132 REFLECTED CEILING PLAN FOR CEILING HEIGHT A. B. C. SEE A133 & A134 FOR CEILING SOFFIT COLORS. SEE A610 FOR WALL COLORS. D. HOLD ALL GYPSUM BD. A MIN. OF 1/2" OFF OF FLOOR. E. ALL SALES FLOOR COUNTERS/TOILET VANITY TOPS TO BE SOLID SURFACE, SEE COLOR SCHEDULE ON A610. F. COORDINATE W/ TILE SUPPLIER ON ALL TILE MATERIALS. /2 A313 SHEET TITLE TYPE: DRAWN BY: DATE: JOB #: PR O J E C T T I T L E : PR O J E C T L O C A T I O N : A R C H I T E C T S I N C SHEET NO. REVISIONS 75 0 N . T h i r d S t r e e t L a C r o s s e , W I 54 6 0 1 (6 0 8 ) 7 8 4 - 2 7 2 9 Ph (6 0 8 ) 7 8 4 - 2 8 2 6 Fa x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: CARL N. FINK DATE: 01/27/2023 REG. NO. 42448 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAW OF THE SATE OF MINNESOTA. SIGNATURE: JERREL SCHOMBERG DATE: 01/27/2023 REG. NO. 19710 KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 A600 Room Finish Schedule CD Set Author 01.27.2023 1081.560 St o r e - G e n 3 - R H - 1 C W -S V Corcoran, M N Kw i k T r i p , I n c . ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILINGS REMARKSNUMBER NAME FRONT SUBSTRATE FRONT FINISH LEFT SUBSTRATE LEFT FINISH REAR SUBSTRATE REAR FINISH RIGHT SUBSTRATE RIGHT FINISH CLG FIN 100 Vestibule PCT-1 BRK BRK, GWB P1 BRK, GWB P1 BRK, GWB P1 BRK, GWB P1 ACT-1 2, 3, 11 101 Sales PCT-1 QT-1 GWB P1 GWB P3 GWB P3 GWB P1 ACT-1/ ACT-2 2, 3 102 Checkout PCT-1 VB/ QT-1 GWB P1 -- -- GWB P1 GWB P1 ACT-1 2, 3 103 Coffee PCT-1 QT-1 -- -- GWB CT-2 GWB CT-1 GWB CT-2 ACT-1/ ACT-2 2, 3 104 Kitchen QT-2 QT-2/ (S.S COVED) PLWD FRP-1 PLWD FRP-1 PLWD FRP-1 PLWD FRP-1 GWB (P1) 3 105 Walk-In Freezer MTL -- MTL -- MTL -- MTL -- MTL -- MTL NO QT UNDER UNIT 106 19 Dr. Cooler QT-2 -- MTL -- MTL -- MTL -- MTL -- MTL 107 Kitchen Storage QT-2 QT-2 PLWD FRP-1 PLWD FRP-1 PLWD FRP-1 PLWD FRP-1 GWB (P1) 3 108 Walk-In Cooler QT-2 -- MTL -- MTL -- MTL -- MTL -- MTL 109 Delivery Room QT-2 VB PLWD P1 PLWD P1 PLWD P1 PLWD P1 GWB (P1) 3 109A CO2 Closet QT-2 NONE NONE NONE NONE NONE NONE NONE NONE NONE 109B Break Room QT-2 VB PLWD FRP-1 PLWD P1 PLWD FRP-1 PLWD FRP-1 GWB (P1) 110 CBT Room QT-2 VB GWB P1 GWB P1 GWB P1 GWB P1 ACT-1 3 111 Queing PCT-1 CT-3 GWB CT-3 & P1 GWB CT-3 & P1 GWB CT-3 & P1 GWB CT-3 & P1 ACT-1 2, 3, 6 112 IT Closet QT-2 NONE NONE NONE NONE NONE NONE NONE NONE NONE GWB (P1) 10 113 Mens Toilet Room PCT-1 QT-1 GWB GT-1/CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB (P1) 1, 3, 5, 12 114 Womens Toilet Room PCT-1 QT-1 GWB CT-3, CT-4 & P1 GWB GT-1/CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB (P1) 1, 3, 5, 12 115 Family Toilet Room PCT-1 QT-1 GWB CT-3, CT-4 & P1 GWB GT-1/CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB CT-3, CT-4 & P1 GWB (P1) 1, 3, 5, 12 116 5 Dr. Freezer MTL -- MTL -- MTL -- MTL -- MTL -- MTL NO QT UNDER UNIT 117 Pop Cave QT -- MTL PT MTL PT MTL PT MTL PT MTL (PT) 13 118 Utility Room SC -- PLWD P1 PLWD P1 PLWD P1 PLWD P1 OSB/PLY. WD. (P1) 118A Electrical SC -- PLWD P1 PLWD P1 PLWD P1 PLWD P1 OSB/PLY. WD. (P1) 119 Vestibule PCT-1 BRK BRK, GWB P1 BRK, GWB P1 BRK, GWB P1 BRK, GWB P1 ACT-1 11 120 Recycling SC -- PLWD P1 PLWD P1 PLWD P1 PLWD P1 OSB/PLY. WD. (P1) C100 Carwash Bay 1 SC -- CMU EPI CMU EPI CMU EPI CMU EPI CONC (EPI) 7, 9 C101 Equipment Room SC -- CMU UNFINISHED CMU UNFINISHED CMU UNFINISHED CMU UNFINISHED UNFINISHED 8, 9 3. ORANGE PEEL TEXTURE ON GYP. BD SURFACES. 7. CMU AND PRECAST FINISH IN WASH BAY: 1. EPI PANEL SYSTEM (1/2" SYSTEM). MATERIALS SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR. 8. CMU AND PRECAST FINISH IN EQUIPMENT ROOM: 1. UNFINISHED WALLS & CEILINGS. 9. SEALANTS: 1. AT PRECAST JOINTS, CORNERS, FLOORS, DOORS AND WINDOWS. 2. TREMCO/ VULCUM 116, ONE PART POLYURETHANE, COLOR: WHITE. COLOR GRAY AT FLOOR JOINTS ONLY. 3. EQUAL PRODUCTS BY TNEMEC.: SEAL INTERIOR WINDOW SILLS AND GLASS BLOCK GROUT JOINTS. 10. ROOM TO BE COMPLETELY SEALED 11. EIFS FINISH TO BE APPLIED TO WALL ABOVE MAIN EXTERIOR VESTIBULE DOORS. SEE DETAIL FOR CLAIRFICATION. 5. TILE RUNS VERTICALLY 6. TILE RUNS HORIZONTAL 1. SEE SHEET A410 FOR TOILET ELEVATIONS 12. GLASS TILE ACENT IS TO BE LOCATED AT BATHROOM SINK WALLS ONLY. 13. BLACK PREFINISHED METAL COOLER PANEL. 2. CEILING TILE: 2X2 REVEAL EDGE USG #808 SANDRIFT WITH 15/16" GRID. COLOR: 053-MIST. PROVIDE 2X2 VINYL FACE TILE ("VINYLSHIELD A" BY CERTAINTEED) PAINTED TO MATCH AT FOOD SERVICE AREAS AS SHOWN ON PLAN. 4. N/A NO. DATE 440 441 442 443 444 44 5 44 6 44 7 44 8 44 9 45 0 STAFF REPORT Agenda Item: 9.a Council Meeting: April 24, 2025 Prepared By: Deb Johnson, City Clerk Topic: Planning Commission Appointment Action Required: Discuss Appointment; Approval Summary The decision of Commissioner Yang to not seek reappointment to the Planning Commission at the end of the term in February, 2025 left a vacant seat. The vacant seat was posted on the City website, social media and on the City's signboard. Applications were accepted in March 2025. Interviews are being conducted by Council and a recommendation for appointment will be brought for consideration at the April 24, 2025 City Council Meeting. Options 1. Appoint Diane Luten to the Planning Commission. 2. Appoint Craig Espelien to the Planning Commission. 3. Appoint Randy Baudler to the Planning Commission. 4. Appoint Jay Zachman to the Planning Commission. Recommendation Staff recommends discussion and consideration of applicants for the vacant Planning Commission seat for a term ending February 28, 2028. Council Action Consider a motion to appoint an individual to the Planning Commission for a term ending February 28, 2028. Attachments 1. 2025-03-25 Commission Application D.Luten redacted_Redacted.pdf 2. 2025-03-07 Planning Commission Application C. Espelien redacted_Redacted.pdf 3. 2025-03-06 Planning Commission Application R. Baudler Redacted_Redacted.pdf 4. 2025-03-18 Commissions Application J.Zachman redacted_Redacted.pdf 451 City of Corcoran Commissions Application OIGINAL COMMISSIONS APPLICATION Please indicate by order which of the following you are interested in (1, 2, 3 etc.): Parks and Trails Commission Meets the 3rd Thursday of the month at 7:00 p.m. - City Hall Planning Commission Meets the 1st Thursday of the month at 7:00 PM - City Hall Watershed Commission Meets the 2nd Wednesday of the month, 11:30 AM – Plymouth Community Center Charter Meets once yearly The City welcomes you as an applicant for one of the City’s commissions. Residents of Corcoran are eligible for nomination to any of the City’s commissions as established by the City Council. Please complete the following information, attach extra sheets if necessary, and return. Accommodations will be provided, upon request, to allow individuals with disabilities to participate in the application process. DATA PRACTICES ADVISORY The City is required to provide the following information to you. Under Minnesota law, your name and home address are public information, which must be provided to anyone who requests it. If appointed to a commission, the following information will also be public: education and training background, previous work experience, work location, a work telephone number, and any expense reimbursement. The other information requested below is classified as private. This information will be used by the Commissioners and the City Council in determining qualification for appointment to a commission. Therefore, all of the information will be provided to the Commissioners and City Council in a public forum and will be reviewed in public. Failure to provide the requested information may result in forfeiture of a commission appointment. Please complete the information below: Name: Address: (w) (c) E-mail: Continued on the next page… 452 City of Corcoran Commissions Application Please answer the following questions (use the back side if more space is needed): 1) How long have you been a Corcoran resident? 2) Please list any city committees/ commissions you have served on in the past, either for the City of Corcoran or another community. Please include the dates of service and if you held any positions such as Chair or Secretary. 3) Please describe why you feel qualified to serve on the Commission for which you are applying, including any other relevant experience with the issues faced by the Commission. 4) Why are you interested in serving on this Commission? If appointed, I agree to disclose any conflict of interest I might have in reviewing or approving any contract, license, permit, application, appointment, land use decision, public improvement, or other matter that comes before me. Please sign and date this application and return to City Clerk Deb Johnson at dkjohnson@corcoranmn.gov or to City Hall located at: City of Corcoran 8200 County Road 116 Corcoran, MN 55340 ______________________________________ _________________ Applicant Signature Date 453 • ~.,_fl. ~ CORCORAN ~~ )\-"~ /~ ✓7 ~ City of Corcoran Commissions Application COMMISSIONS APPLICATION Please indicate by order which of the following you are interested in (1, 2, 3 etc.): Parks and Trails Commission Meets the 3 rd Thursday of the month at 7:00 p.m. -City Hall Planning Commission Meets the 1st Thursday of the month at 7:00 PM -City Hall Watershed Commission Meets the 2 nd Wednesday of the month, 11:30 AM -Plymouth Community Center Charter Meets once yearly The City welcomes you as an applicant for one of the City's commissions . Residents of Corcoran are eligible for nomination to any of the City's commissions as established by the City Council. Please complete the following information, attach extra sheets if necessary, and return. Accommodations will be provided, upon request, to allow individuals with disabilities to participate in the application process . DATA PRACTICES ADVISORY The City is required to provide the following information to you. Under M i nnesota law, your name and home address are public information, which must be provided to anyone who requests it. If appointed to a commission, the following information will also be public: education and training background, previous work experience, work location, a work telephone number, and any expense reimbursement. The other information requested below is classified as private. This information will be used by the Commissioners and the City Council in determining qualification for appointment to a commission. Therefore, all of the information will be provided to the Commissioners and City Council in a public forum and will be reviewed in public. Failure to provide the requested information may result in forfeiture of a commission appointment. Please complete the information below: Name : CO.Al~ ~~~~L\~u Phone : (h) I (w) l Continue d on the next page ... 454 CORCORAN City of Corcoran Commissions Application ~ Please answer the following questions (use the back side if more space is needed): 1) How long have you been a Corcoran resident? 2) 3) 4) Please list any city committees/ commissions you have served on in the past, either for the City of Corcoran or another community. Please include the dates of ser:Yice and if you held any positions such as Chair or Secretary. V ~l)~~\~ U,s . ~.Ail.I'.~ ft~ . C::.~"" (S"S1otJ (~ \ ~~i -\~?. ) Please describe why you feel qualified to serve on the Commission for which you are applying, including any other relevant experience with the issues faced by the Commission. ,~~v,._)G Q._'-'i-l ~ <:;"~ ~i.:i~1L,.\ ~ "-\:: -~~ ~1w,a.:i~ <s-c-uDl~t) ~oe..~F"UL. (~~ u~~~.ss~·°'-\ 'e.rr~ \)~v£Lo~ ~\:tq" ow7 ,~~ _\._ ~~\R ~ \.A,'til.~\t.q ~,ce,w~~t)<;~ ~ ~ l.\-OJJ \) ~Sl QA i~ ~1 l~ ~C!V\'\ ~ \~Y;\L-\~Q . Gm~, tv~O w~ fl'l\.l I.:\, OLS. ~ ~L~ y \> il..<5:r'c.C\ ~ ~t..), t.JG ~"S";:)\~"->~~l\>1S ~uflltV:; f'\)~~(J. Why are you interested in serving on this Commission? C. A ~n. ~, Cl 1 , I',... ~ ~JST~ ~'"-~""G Q"'\,\l.~ 100 ~ \t\"l~\JY,St~~ l "S\O \-\¼LP -, (\ C ~ ~ llAtJ ~ ~ow \"3\~ \l-1 E: l ~\ 1i ~oL\ . C ,,~ A~~ £-s,Dx)..11s S)~s£Qv~ if appointed, I agree to disclose any conflict of interest I might have in reviewing or approving any contract, license, permit, application, appointment, land use decision, public improvement, or other matter that comes before me. Please sign and date this application and return to City Clerk Deb Johnson at dkjohnson@corcoranmn.gov or to City Hall located at: City of Corcoran 8200 County Road 116 ran, MN 55340 455 456 457 458 459 STAFF REPORT Agenda Item: 12.a Council Meeting: April 24, 2025 Prepared By: Deb Johnson, City Clerk Topic: 2025 City Council Schedule Action Required: None- Information Only Council Action None Attachments 1. 2025 City Council Meeting Calendar as of 4.25.24.pdf 460 1 2025 CITY OF CORCORAN Meetings Mayor Contracted Services Council Tom McKee tmckee@corcoranmn.gov Planning 612-638-0225 Council Quarterly Work Sess. Council Members Engineer 763-479-4209 Planning Commission Michelle R. Friedrich michelle.friedrich@corcoranmn.gov Building Inspector 763-479-1720 Parks & Trails Commissions Mark Lanterman mlanterman@corcoranmn.gov City Assessor 612-348-2943 City Holiday Jeremy Nichols jnichols@corcoranmn.gov Septic / Henn Co. 612-543-5200 Alternative Meeting Dates Dean Vehrenkamp dvehrenkamp@corcoranmn.gov Republic Services 763-972-3335 JANUARY S M T W T F S 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 FEBRUARY S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 6 7 8 MARCH S M T W T F S 23 24 25 26 27 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 APRIL S M T W T F S 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 MAY S M T W T F S 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 JUNE S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 JULY S M T W T F S 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 AUGUST S M T W T F S 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 SEPTEMBER S M T W T F S 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 OCTOBER S M T W T F S 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 NOVEMBER S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 DECEMBER S M T W T F S 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 461 2 City of Corcoran 2025 City Council Schedule (as of April 24, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. April 26 2025 Firearms Safety Field Day and Awards May 3, 2025 City-wide Clean-up Day May 8, 2025 Work Session – 5:00-6:30pm • Fire Services May 8, 2025 • RFP Space Needs Analysis • Chisholm Trail Improvements • Police Department Strategic Opportunitiy • Industrial/Commercial Update • Northwest Trails Snowmobile Club Grant • Heather Meadows DA Amendment • DRAFT On-Call Policy • Chisolm Trails Improvement • Questica Software Discussion (CIP/Budgeting/Budget Book/Open Book) • Hennepin County Fragmites Agreement Renewal May 20, 2025 I-94 Chamber First Responders Luncheon May 22, 2025 • Chastek • Quarterly Financial Update • St Thomas Site Plan and Variance • City Park Remaster Site Plan Amendment and Variance • City Park Remaster Bid Award June 12, 2025 • Employee Handbook Updates • Experience/Longevity Pay Discussion • RFP Recycling June 23, 2025 Work Session - Ribbon Cutting and Elected Tour: 5:00-6:30pm • Water Treatment Plant Grand Opening June 23, 2025* (*NOTE: Monday Regular Council Meeting*) June 25-27, 2025 League of Minnesota Cities Annual Conference (Duluth) July 10, 2025 July 24, 2025 August 5, 2025 (*NOTE: Tuesday*) NITE TO UNITE August 14, 2025 462 3 August 15-16 Corcoran Country Daze August 28, 2025 September 11, 2025 • Firearms Ordinance September 25, 2025 October 9, 2025 October 16, 2025 November 13, 2025 November 24, 2025* (NOTE: Monday) December 11, 2025 463