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Home My WebLink About2022-10-27 Council Agenda PacketCorcoran City Council Agenda October 27, 2022 - 7:00 pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognitions a.Recognizing Fire Operator of the Year – Jeff Leuer 7.Consent Agenda a.Financial Claims* b.Resolution 2022-129 Honoring Fire Chief Jeff Leuer* c.Slabaugh Variance (City File 22-054)* d.Preliminary Plat, Final Plat, Site Plan, Variance “Water Tower” (City File 22-057)* e.Schedule Work Session* f.Final Plat “Kariniemi Meadows” (City File 22-059) * g.Updating Engineering Design Standards Proposal* h.Job Description Amendment – Public Works Maintenance Worker* 8.Planning Business – Public Comment Opportunity a.Rezoning, Preliminary Plat, Preliminary PUD Development Plan “Corcoran Farms Business Park” (City File 22-044)* b.Northeast District Plan Zoning Amendment (City File 22-060)* c.Tharp Accessory Structure CUP (City File 22-055)* 9.Unfinished Business – Public Comment Opportunity a.Hackamore Road Improvements Update* b.Trail Haven Bridge Update* c.Public Works Maintenance Worker Appointment* d.Water Tower – Accept Plans and Specs/Authorize Bids * 10.New Business – Public Comment Opportunity a.2023 Fee Schedule Direction b.2023A Bond Discussion* c.2023 Benefits Summary* d.St. Therese Conduit Bond Host Approval* 11.Staff Reports a.Active Planning Applications* 12.Closed Session a.City Administrator Performance Evaluation – Six Months b.Water Tower Land Purchase 13.2022 City Council Schedule* 14.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance . The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Council meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 834 3182 4963 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/83431824963 visit http://www.zoom.us and enter Meeting ID: 834 3182 4963 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment sections in the meeting. Participant video feeds will be muted. In-person comments will be received first, with the hybrid electronic means option following. For more information on options to provide www.corcoranmn.gov * STAFF REPORT Agenda Item 4. Council Meeting: October 27, 2022 Prepared By: Michelle Friedrich Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission rep resentatives for the October 27th Counc il meeting are as follows: • Planning Commission : Jon Horn • Parks and Trails Commission: Michelle Friedrich Financial/Budget: N/A Council Action: N/A Attachments: N/A Agenda Item 7a. Council Meeting Date:10/27/2022 Prepared By:Maggie Ung Amount Project name $0.00 -$ $214,435.87 214,435.87$ 130,372.10$ 344,807.97$ Date Paid to Amount Description 10/7/2022 RevTrak 4,340.00$ Credit Card Fee 10/11/2022 InvoiceCloud 1,267.62$ Credit Card Fee 10/12/2022 State of MN - Empower 5,027.62$ Employee Deferred Comp/Healthcare Savings 10/12/2022 Optum Bank 3,559.12$ Employee HSA 10/12/2022 MN PERA 19,666.97$ Employee Pension 10/14/2022 Optum Bank 255.38$ Employee HSA 10/17/2022 Postalia 400.00$ Postage 10/18/2022 MN Dept of Revenue 82.94$ Fuel Tax 10/20/2022 ADP 95,772.45$ Net Payroll and Taxes Total 130,372.10$ FINANCIAL CLAIMS CHECK RANGE FUND #500 ESCROW CLAIMS Paid to SEE THE REGISTER FOR #500 CLAIMS Total Total Fund #500 = (See attached Payments Detail) TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements ALL OTHER FINANCIAL CLAIMS Check Register (See attached Check Detail Registers) Total Checks Total of Auto Deductions CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32862 3286250.00 10/27/22614965786STOP PAYMENT FEEADP, LLC09/16/22100-41900-50300 32862333.96 10/27/22615558980PAYROLL PERIOD #19ADP, LLC09/23/22100-41900-50300 32862322.28 10/27/22616529946PAYROLL PERIOD #20ADP, LLC10/07/22100-41900-50300 706.24 Total For Check 32862 Check 32863 3286315.19 10/27/221QR3-DVJJ-9M3VSUPPLIESAMAZON CAPITAL SERVICES10/06/22100-41400-50207 3286322.94 10/27/221QR3-DVJJ-9M3VSUPPLIESAMAZON CAPITAL SERVICES10/06/22100-41900-50200 3286314.95 10/27/221QR3-DVJJ-9M3VSUPPLIESAMAZON CAPITAL SERVICES10/06/22100-41920-50210 32863177.21 10/27/221V7M-XV3K-77HNDOCKING STATIONAMAZON CAPITAL SERVICES10/06/22100-41920-50210 32863107.68 10/27/2213Y3-6H96-MDHHKEY TAGSAMAZON CAPITAL SERVICES10/10/22100-42100-50200 32863(21.20)10/27/221NFK-XW1N-HPL9RETURN CAM LOCKAMAZON CAPITAL SERVICES10/09/22100-42100-50210 32863113.54 10/27/221MMM-CM1H-L3W7LITHIUM BATTERIESAMAZON CAPITAL SERVICES10/10/22100-42100-50210 430.31 Total For Check 32863 Check 32864 3286453.65 10/27/222153390UNLEADED 87BEAUDRY OIL COMPANY10/03/22100-41900-50212 328642,360.36 10/27/222153390UNLEADED 87BEAUDRY OIL COMPANY10/03/22100-42100-50212 328642,799.93 10/27/222153389ULS #2 DYED KODIAK B20BEAUDRY OIL COMPANY10/03/22100-43100-50212 32864268.22 10/27/222153390UNLEADED 87BEAUDRY OIL COMPANY10/03/22100-43100-50212 5,482.16 Total For Check 32864 Check 32865 32865522.00 10/27/22143576PERMIT APPLICATION SERVICE FEEBS& A SOFTWARE11/01/22416-41920-50580 522.00 Total For Check 32865 Check 32866 3286616,065.03 10/27/22364513LETG ANNUAL SUBSCRIPTION 2022CENTRAL SQUARE TECHNOLOGIES09/30/22100-41920-50210 16,065.03 Total For Check 32866 Check 32867 32867109.21 10/27/224133397763CITY HALL MATSCINTAS - 47010/05/22100-41900-50401 3286713.19 10/27/224134074210LG TOWELCINTAS - 47010/12/22100-42100-50400 32867111.88 10/27/224134074227CRT BLUE/SM TOWELCINTAS - 47010/12/22100-43100-50400 3286715.10 10/27/224134074242MICROFIBER WIPECINTAS - 47010/12/22100-43100-50400 3286774.73 10/27/224133397788CRT BLUECINTAS - 47010/05/22100-43100-50400 32867162.62 10/27/224134074385UNIFORMSCINTAS - 47010/12/22100-43100-50417 32867162.62 10/27/224133397851UNIFORMSCINTAS - 47010/05/22100-43100-50417 649.35 Total For Check 32867 Check 32868 3286897.50 10/27/22BP22-0002.2BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 32868227.50 10/27/22BP22-0002.1BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286865.00 10/27/22BP22-0002.3BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 32868195.00 10/27/22BP22-0002.4BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286865.00 10/27/22BP22-0002.5BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286897.50 10/27/22BP22-0002.6BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286832.50 10/27/22BP22-0002.7BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286865.00 10/27/22BP22-0002.8BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 3286832.50 10/27/22BP22-0002.9BD Bond RefundCITY OF CORCORAN10/19/22100-00000-22205 877.50 Total For Check 32868 Check 32869 32869648.32 10/27/2209122022WATER USAGE 2022 3RD QTRCITY OF MAPLE GROVE10/12/22601-49400-50310 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32869 648.32 Total For Check 32869 Check 32870 32870144.18 10/27/2210052022INTERNETCOMCAST - 002320210/05/22100-41900-50321 32870144.17 10/27/2210052022INTERNETCOMCAST - 002320210/05/22100-42100-50321 288.35 Total For Check 32870 Check 32871 32871316.62 10/27/2210052022INTERNETCOMCAST 004489310/05/22100-43100-50380 316.62 Total For Check 32871 Check 32872 32872229.34 10/27/22154990102LANDLINESCOMCAST- 90294333609/15/22100-41900-50321 32872229.34 10/27/22154990102LANDLINESCOMCAST- 90294333609/15/22100-42100-50321 32872229.34 10/27/22154990102LANDLINESCOMCAST- 90294333609/15/22100-43100-50321 688.02 Total For Check 32872 Check 32873 328731,582.00 10/27/22334891AGREEMENT OFFICE 365COMPUTER INTEGRATION TECH09/15/22100-41920-50210 328734,811.00 10/27/22335516LAPTOP TOWER COMPUTERS COMPUTER INTEGRATION TECH09/16/22100-41920-50210 328732,622.00 10/27/22336726LAPTOP WITH DOCKING STATION - PWCOMPUTER INTEGRATION TECH10/11/22100-41920-50210 328732,436.00 10/27/22336103SERVICE AGREEMENTCOMPUTER INTEGRATION TECH09/30/22100-41920-50300 328734,410.00 10/27/22337109AGREEMENT MANAGED SERVICESCOMPUTER INTEGRATION TECH10/14/22100-41920-50300 32873885.00 10/27/22336528AGREEMENT MANAGED BACKUPCOMPUTER INTEGRATION TECH10/14/22100-41920-50300 328731,582.00 10/27/22336766AGREEMENT OFFICE 365COMPUTER INTEGRATION TECH10/14/22100-41920-50300 18,328.00 Total For Check 32873 Check 32874 32874272.42 10/27/22093022-316TRAINING - J PETERSONCREDIT CARD PURCHASES09/30/22100-41500-50207 32874272.42 10/27/22093022-314TRAINING - M UNGCREDIT CARD PURCHASES09/30/22100-41500-50207 3287457.76 10/27/2210.18.2022TZD CONFERENCE MEAL - EKENBERGCREDIT CARD PURCHASES10/18/22100-42100-50207 32874114.89 10/27/2269635TZD TRAINING LODGING - EKENBERGCREDIT CARD PURCHASES10/12/22100-42100-50207 3287430.00 10/27/2210/13/22TRAINING - TRAVELING FEES - GOTTSCHALKCREDIT CARD PURCHASES10/13/22100-42100-50207 32874125.00 10/27/22655310TOWARD ZERO DEATH TRAINING - EKENBERGCREDIT CARD PURCHASES09/08/22100-42100-50207 3287430.00 10/27/22368663FALL FORUMCREDIT CARD PURCHASES10/06/22100-42100-50207 32874156.00 10/27/2210/07/22AIRPORT PARKING TRAINING - GOTTSCHALKCREDIT CARD PURCHASES10/07/22100-42100-50207 32874100.00 10/27/22368795TRAINING-ANDRESSLEAGUE OF MINNESOTA CITIES10/14/22100-42100-50207 32874125.00 10/27/22121022C1DBCA TRAINING - BURNSMN BCA10/12/22100-42100-50207 3287482.40 10/27/2210182022PLEAA FALL TRINING - FADDEN/STEELMANPLEAA10/18/22100-42100-50207 32874100.00 10/27/22368796TRAINING - SHOULAKLEAGUE OF MINNESOTA CITIES10/14/22100-42100-50209 32874188.17 10/27/2220094MOBILE DETECT KITCREDIT CARD PURCHASES10/07/22100-42100-50210 32874570.00 10/27/22LEO-102022-0049RECRUITMENT HENNEPIN TECH COLLEGECREDIT CARD PURCHASES10/08/22100-42100-50300 3287462.20 10/27/22562167SQUAD MAINTENANCE FLEETIO10/09/22100-42100-50400 3287485.03 10/27/221414TRAINING - MEALCREDIT CARD PURCHASES10/06/22100-43100-50207 3287425.00 10/27/2211832022 MEMBERSHIP - CHRISTENSEN BUCKMN RECREATION/PARK FOUNDATION10/14/22100-45100-50433 3287429.90 10/27/22100722NIGHT TO UNITE POPCORN RENTALCREDIT CARD PURCHASES10/07/22202-42100-50210 3287447.00 10/27/2209282022NTU FOOD LICENSECREDIT CARD PURCHASES10/07/22202-42100-50210 2,473.19 Total For Check 32874 Check 32875 3287532.76 10/27/22114X88089707OFFICE WATERCULLIGAN BOTTLED WATER09/30/22100-41900-50210 32.76 Total For Check 32875 Check 32876 3287639,858.00 10/27/220229535-INMOWER 39498DIAMOND MOWERS10/10/22416-43100-50580 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32876 39,858.00 Total For Check 32876 Check 32877 32877471.24 10/27/220503397WATER METERSFERGUSON WATERWORKS #251810/14/22601-49400-50227 32877144.64 10/27/220503913WATER METERSFERGUSON WATERWORKS #251810/14/22601-49400-50227 32877692.00 10/27/220503020WATER METERFERGUSON WATERWORKS #251810/04/22601-49400-50227 1,307.88 Total For Check 32877 Check 32878 32878172.32 10/27/229478716062CITY HALL PAPER TOWELSGRAINGER10/14/22100-41900-50210 328789.86 10/27/229476442455HOSE BARBGRAINGER10/12/22100-45200-50210 3287839.68 10/27/229467609351UNIVERSAL COUPLING GRAINGER10/05/22100-45200-50210 221.86 Total For Check 32878 Check 32879 328791,541.48 10/27/221000193354PD RADIO LEASE SEPTEMBER 2022HENNEPIN COUNTY INFO TECH10/05/22100-42100-50323 32879308.88 10/27/221000193421RADIO FLEET SEPT 2022HENNEPIN COUNTY INFO TECH10/05/22100-43100-50323 1,850.36 Total For Check 32879 Check 32880 3288012.00 10/27/2210122022SPECIAL ASSESSMENT CANCELLATION FEEHENNEPIN COUNTY TAXPAYER SRVCS10/12/22100-41900-50430 12.00 Total For Check 32880 Check 32881 32881460.00 10/27/2227977CITY HALL TANK CLEANINGKOTHRADE SEWER WATER EXCAVATIN10/17/22100-41900-50221 460.00 Total For Check 32881 Check 32882 32882171.50 10/27/2233621BASS LAKE CROSSING FP/FPUD & DA #17-022LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-009 328821,054.50 10/27/2233622BASS LAKE CROSSING 2ND FP/FINAL PUD & AMENDMENT #18-035LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-009 328823,310.50 10/27/2233630COOK LAKE HIGHLANDS FP & FPUD PROJECT 21-057LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-017 32882402.00 10/27/2233633D&D SERVICE CUP SP & VAR PROJECT 21-012LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-024 3288222.50 10/27/2233631TAVERA 3RD ADDITION FP & FPUD CITY FILE 21-044LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-056 3288222.50 10/27/2233625TAVERA FP/FPUD #20-042LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-056 3288281.50 10/27/2233626RAVINIA 15TH FP, PUD AMEND 22-033LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-058 3288236.50 10/27/2233634NAPA CUP AND SP CITY FILE 21-004LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-075 32882146.00 10/27/2233628NELSON TRUCKING CUP, SP, VAR 20-022LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-076 3288222.50 10/27/2233629BELLWETHER 7TH FP & FPUD CITY FILE 21-060LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-087 32882104.00 10/27/2233632AMBERLEY/BELLWETHER 6TH FP/FPUD #21-037LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-087 32882613.00 10/27/2233623ENCORE FINAL PUD & FP PROJECT 18-027LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-087 328821,729.50 10/27/2233624BELLWETHER 3RD FP #19-017LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-087 3288245.00 10/27/2233627RUSH CREEK RESERVE FP & FPUD PROJECT 20-030LANDFORM PROFESSIONAL SERVICES10/17/22100-00000-22205-098 32882100.00 10/27/2233440.01CITY BUSINESS - PRINCIPAL PLANNER CITY MEETINGLANDFORM PROFESSIONAL SERVICES09/07/22100-41910-50300 7,861.50 Total For Check 32882 Check 32883 3288352,292.91 10/27/222-23394TH QUARTER 2022 FIRE PROTECTIONLORETTO FIRE DEPARTMENT10/05/22100-42200-50300 52,292.91 Total For Check 32883 Check 32884 3288435.58 10/27/22217948SIGNM-R SIGN CO., INC.10/13/22100-43100-50226 35.58 Total For Check 32884 Check 32885 3288524.42 10/27/22REFUNDUB refund for account: 20006346-77223002MATHUR, AMIT10/19/22601-00000-22200 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32885 24.42 Total For Check 32885 Check 32886 3288641.30 10/27/225738PAINTMENARDS MAPLE GROVE10/03/22100-42100-50210 3288680.11 10/27/225885SQUAD CAR SUPPLIESMENARDS MAPLE GROVE10/06/22100-42100-50220 3288635.99 10/27/225409BI-METAL HOLE SAWMENARDS MAPLE GROVE09/26/22100-43100-50210 3288610.50 10/27/225820BUSHINGMENARDS MAPLE GROVE10/05/22100-43100-50210 328866.87 10/27/225736SPRAY PAINTMENARDS MAPLE GROVE10/03/22100-45100-50210 3288689.95 10/27/225396TOOLSMENARDS MAPLE GROVE09/26/22100-45200-50210 264.72 Total For Check 32886 Check 32887 3288710.00 10/27/22INV2135685COPIER BASE RATEMETRO SALES INC10/01/22100-41920-50210 10.00 Total For Check 32887 Check 32888 3288837.35 10/27/22P84752SUPPLIESMINNESOTA EQUIPMENT10/14/22100-45200-50210 3288861.54 10/27/22P84989PINMINNESOTA EQUIPMENT10/18/22100-45200-50210 3288839.99 10/27/22P71570PW-SUPPLIES - IMATCH BUSHINGMINNESOTA EQUIPMENT05/12/22100-45200-50210 138.88 Total For Check 32888 Check 32889 328897,892.41 10/27/2203_20221ST QTR 2022 SURCHARGEMN DEPT OF LABOR & INDUSTRY03/01/22100-00000-20802 7,892.41 Total For Check 32889 Check 32890 328908,568.66 10/27/2206_20222ND QTR 2022 SURCHARGEMN DEPT OF LABOR & INDUSTRY06/01/22100-00000-20802 8,568.66 Total For Check 32890 Check 32891 3289112,517.07 10/27/2209_20223RD QTR 2022 SURCHARGEMN DEPT OF LABOR & INDUSTRY09/01/22100-00000-20802 12,517.07 Total For Check 32891 Check 32892 328925.60 10/27/22434906CLEANERNAPA AUTO PARTS - Corcoran10/03/22100-42100-50220 5.60 Total For Check 32892 Check 32893 32893192.31 10/27/2210182022DEPENDENT CARE REIMBURSEMENTNATALIE DAVIS MCKEOWN10/03/22100-00000-21710 192.31 Total For Check 32893 Check 32894 328946,720.00 10/27/227272FINANCIAL MANAGEMENT PLANNORTHLAND SECURITIES, INC.10/04/22100-41500-50300 6,720.00 Total For Check 32894 Check 32895 32895393.52 10/27/2249742016SUPPLIESNUTRIEN AG SOLUTIONS, INC.10/11/22100-45200-50221 393.52 Total For Check 32895 Check 32896 3289614.99 10/27/22267308841001NAME PLATEODP BUSINESS SOLUTIONS, LLC09/21/22100-41900-50210 14.99 Total For Check 32896 Check 32897 32897404.93 10/27/220894-005943726CITY HALL GARBAGE SEPTEMBER 2022REPUBLIC SERVICES09/30/22100-41900-50380 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32897 32897286.09 10/27/220894-005944677PUBLIC WORKS GARBAGE SEPT 2022REPUBLIC SERVICES09/30/22100-43100-50380 32897384.76 10/27/220894-005943548CITY PARK GARBAGE SEPTEMBER 2022REPUBLIC SERVICES09/30/22100-45200-50380 32897102.67 10/27/220894-005946008WILDFLOWER PARK GARBAGE SEPT 2022REPUBLIC SERVICES09/30/22100-45200-50380 1,178.45 Total For Check 32897 Check 32898 3289854.50 10/27/22A43513SAFE KEY REPLACEMENTRUSSELL SECURITY RESOURCE INC10/10/22100-41900-50210 54.50 Total For Check 32898 Check 32899 32899570.00 10/27/2210122022HRA REIMBURSEMENTSTEVE WARREN10/12/22100-00000-21710 570.00 Total For Check 32899 Check 32900 3290065.00 10/27/22522319COURIERSTREET FLEET09/30/22100-42400-50300 65.00 Total For Check 32900 Check 32901 32901304.99 10/27/22I1593325CONVERSION KITSTREICHER'S POLICE EQUIPMENT10/05/22100-42100-50207 3290140.00 10/27/22I1592602SHIRT ALTERATIONSSTREICHER'S POLICE EQUIPMENT09/30/22100-42100-50417 344.99 Total For Check 32901 Check 32902 32902370.42 10/27/2278990-00SUPPLIESTERMINAL SUPPLY CO10/06/22100-43100-50210 370.42 Total For Check 32902 Check 32903 32903335.00 10/27/2270011257OXYGEN LEASETOLL GAS AND WELDING SUPPLY10/07/22100-43100-50210 335.00 Total For Check 32903 Check 32904 3290489.00 10/27/22SIN17764SUPPLIESTRAFFIC LOGIX CORPORATION09/26/22100-42100-50210 89.00 Total For Check 32904 Check 32905 32905152.50 10/27/2210-07-2022TRAINING MILEAGE REIMBURSEMENTUNG, MAGGIE10/07/22100-41500-50207 152.50 Total For Check 32905 Check 32906 32906262.68 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-00000-22205-007 32906162.45 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-00000-22205-056 329061,035.27 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-00000-22205-065 32906211.26 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-00000-22205-087 32906205.05 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-00000-22205-098 329061,707.77 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-41900-50381 3290659.95 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-42151-50381 32906195.32 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-43100-50381 3290683.78 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22100-45200-50381 32906306.36 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22601-49400-50380 32906219.01 10/27/2235029972718UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT10/10/22602-49450-50380 4,448.90 Total For Check 32906 Check 32907 32907391.00 10/27/22I13406PARK PORTABLE RENTALWRUCK SEWER & PORTABLE RENTAL09/06/22100-45100-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32907 391.00 Total For Check 32907 Check 32908 329084,264.75 10/27/22R-020743-000.2HACKAMORE RD FINAL DESIGN & CONSTRUCTIONWSB08/31/22419-43100-50300 3290813,753.75 10/27/22R-020743-000-3HACAMORE FINAL ROAD & TRAIL DESIGNWSB09/30/22419-43100-50300 18,018.50 Total For Check 32908 Check 32909 3290922.80 10/27/227982720279820 CO RD 101 STREET LIGHTXCEL ENERGY09/29/22100-43100-50381 22.80 Total For Check 32909 Check 32910 32910163.06 10/27/22798579098STREET LIGHTSXCEL ENERGY10/03/22100-41900-50381 163.06 Total For Check 32910 Check 32911 3291132.42 10/27/22798911401STREET LIGHTSXCEL ENERGY10/04/22100-43100-50381 32.42 Total For Check 32911 Check 4 417.04 10/27/22003P24210KNOBBOYER TRUCKS07/19/22100-43100-50220 431.77 10/27/22003P27408BLADEBOYER TRUCKS09/26/22100-43100-50220 48.81 Total For Check 4 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/7Page: 10/21/2022 08:46 AM User: mung DB: Corcoran EXP CHECK RUN DATES 10/14/2022 - 10/27/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 153,454.48 Fund 100 GENERAL FUND 76.90 Fund 202 POLICE DONATION FUND 40,380.00 Fund 416 CAPITAL-EQUIPMENT CERTS 18,018.50 Fund 419 HACKAMORE UPGRADE (LENNAR) 2,286.98 Fund 601 WATER 219.01 Fund 602 SEWER Fund Totals: 214,435.87 Total For All Funds: City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-129 Motion By: Seconded By: A RESOLUTION HONORING FIRE CHIEF JE FF LEUER WHEREAS, the Minnesota State Fire Association annually recognizes the efforts of outstanding fire officers in the state of Minnesota; and WHEREAS, Jeff Leuer, Loretto Fire Chief, was presented the Fire Officer of the Year Award on October 21, 2022; and WHEREAS, the Loretto Fire Department provides contracted services for the City of Corcoran; and WHEREAS, the City of Corcoran recognizes the prestigious honor of the Fire Officer of the Year Award; WHEREAS, the City of Corcoran recognizes the tremendous efforts of Chief Leuer in his 14 years of service as Fire Chief for the Loretto Fire Department; and NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, that the City Council hereby honors Jeff Leuer for his distinguished service to the Loretto Fire Department, City of Corcoran and residents of the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. Tom McKee – Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Page 1 of 1 Agenda Item: 7b. Page 1 of 12 STAFF REPORT Agenda Item: 7c. City Council Meeting: October 27, 2022 Prepared By: Natalie Davis McKeown Topic: Slabaugh Variance (City File 22-054) 9925 Ebert Road (PID 10-119-23-21-0014) Action Required: Approval Review Deadline: December 14, 2022 1.Application Request Gideon and Heather Slabaugh, the applicants, request a variance to expand the footprint of two nonconforming decks to allow for an upgraded, wraparound covered porch at 9925 Ebert Rd. 2. Planning Commission Review This item was reviewed by the Planning Commission at their October 6, 2022 meeting. No one participated in the public comment opportunity for this application. The variance to allow expansion of the legal nonconforming deck footprints was unanimously (3-0) recommended for approval as drafted by staff. Additionally, the Planning Commission stated they would like the nonconformity section of the Zoning Ordinance to be updated so that similarly situated properties can go through an administrative approval process in the future rather than a variance. Staff will work with the Commission over the next couple of months to prepare a 2023 work plan to forward to City Council, and this is one of the items anticipated to be listed. 3. Background The original home on the property was built in 1943 before the existing zoning regulations were adopted. Therefore, there are a few areas where the house was considered a legal nonconformity. The house did not meet the 25’ side setback applicable to the north property line or the 50’ front setback from the property line to the east (along Ebert Rd). The original home had a wooden deck of roughly 12’x12’ that was also legal nonconforming as it was roughly 12’ from the eastern property line where a 50’ front setback is required for front porches more than 120 square feet. Page 2 of 12 Furthermore, there was a similar wooden deck on the south side of the house that was located within the 50’ required front setback from the east property line. In December of 2021, a tree fell on the applicants’ original home, and this led to a house fire requiring extensive repairs. As a nonconforming structure, the exact footprint of the structure is “grandfathered” in as a legal nonconformity, and the building permit to rebuild the house was issued earlier this summer. The applicants are attempting to make the best of the unfortunate circumstances by upgrading their home. Due to the nonconforming nature of their property, some of the proposed upgrades to enhance the amount of livable space on their property conflicts with the Zoning Ordinance. This will be discussed further in the analysis section of this report. In reviewing the application, it is important to keep in mind that the City updated the nonconformities section last year to include the following definition of “Expansion, Enlargement, or Intensification” (highlights added for emphasis): Any increase in a dimension, size, area, volume, or height; any increase in the area of use; any placement of a structure or part thereof where none existed before; any addition of a site feature such as a deck, patio, fence, driveway, parking area, or swimming pool; any improvement that would allow the land to be more intensely developed; any move of operations to a new location on the property; any increase in intensity of use based on a review of the original nature, function, or purpose of the nonconforming use, such as the hours of operation, traffic, parking, noise, exterior storage, signs, exterior lighting, types of operations, types of goods or services offered, odors, area of operation, number of employees, and other factors deemed relevant by the City. 4. Context Level of City Discretion in Decision-Making The City’s discretion in approving or denying a variance is based on whether the proposed project meets the standards for a variance in the Zoning Ordinance. The City has a relatively high level of discretion with a variance request because the burden of proof is on the applicant to show that the variance standards are met. Zoning and Land Use The property is zoned Rural Residential (RR), and the Comprehensive Plan designates the property as Rural/Ag Residential. The property is located outside of the Metropolitan Urban Service Area (MUSA). The present land use of the site includes a single-family residential home with a chicken coop. Surrounding Properties All surrounding properties are zoned RR, guided for Existing Residential, and located outside of the MUSA. Most of the surrounding properties are used as single-family residences, but the property to the east is a non-homesteaded farm. Page 3 of 12 Natural Characteristics of the Site The Comprehensive Plan Natural Resource Inventory (NRI) map identifies a disturbed woodland along the northern property line. This area is not identified as a “High Quality Natural Community.” A wetland delineation was not required for this request or building permit since the proposed house footprint was identical to the previous home. The Hennepin County Natural Resources Map (shown right) indicates probable (light blue) and potential (yellow) wetlands on the southern end of the site. The expected impact to any possible wetlands is minimal considering the house is located in the far northeast corner of the property. 5. Analysis Variance The applicants’ desire to upgrade the wooden decks to a covered porch that wraps around the east, west, and south facades of the home. The newly added porch area on the western façade meets the required setbacks per the property survey submitted by the applicant. However, there are portions of the proposed porch along the eastern and southern facades that would meet the above definition of Page 4 of 12 “Expansion, Enlargement, or Intensification” as indicated in the red boxes on the image below. Section 1030.010, Subd. 3(D) allows for the following administrative approval processes for the expansion of nonconforming single-family residential structures (highlights added for emphasis): 1. Administrative Approvals The Zoning Administrator may approve the following expansions of legal nonconforming buildings and structures after a determination that the building expansion will have no external negative impacts upon adjacent properties or public rights-of-way, and subject to the provision of Corcoran City Code Section 1070.060, Subd 3.: a. Expansion of buildings found to be nonconforming only by reason of height, yard setback, or lot coverage area may be permitted provided the structural nonconformity is not increased and the expansion complies with the performance standards of the Zoning Ordinance. The upgrade from a wooden deck to a covered porch would be approvable through the administrative process if the footprint of the porch was identical to the previous deck. However, the expansion of the deck’s footprint to the north, south, and west does not meet the requirement for an administrative approval as the structural nonconformity is arguably increased and the expansion does not comply with the district setback (a performance standard of the Zoning Ordinance). Prior to the added definition of “Expansion, Enlargement, or Intensification,” the interpretation of this same clause allowed similar nonconforming structures to expand as long as they did not get any closer to the property line. For example, a front porch with a setback of 15’ from the east property line, could be expanded to the north and south as long as the expansion was no closer than 15’ to the property line. A porch expanded to be 13’ away from the property line would not have been allowed, administratively or otherwise. However, with the newly added definition, the prior interpretation does not seem to apply since “any placement of a structure or part thereof where none existed before” is considered an expansion, and the expansion must comply with the performance standards of the Zoning Ordinance. The applicants submitted a variance request in the hopes that the interpretation previously applied to similarly situated properties will be applied to their own home. The burden of proof is on the applicant to show that the following variance standards from Section 1070.040, Subd. 2(B) are met with their request: 1. That there are practical difficulties in complying with the Zoning Ordinance. Page 5 of 12 The League of MN Cities defines the following three-factor test for the term “practical difficulties”: a. The property owner proposes to use the property in a reasonable manner not otherwise allowed by the zoning ordinance; b. The plight of the landowner is due to circumstances unique to the property and not created by the landowner; and c. The variance will not alter the essential character of the locality. Section 1070.040, Subd. 2(B) of the Zoning Ordinance specifies the last two factors as an individual standard. Therefore, staff utilizes the first standard to focus on evaluating the “reasonableness” of the request. Favorable Arguments The City Council could find that there are practical difficulties and the variance request is reasonable based on the following findings: - A covered, wraparound porch is a reasonable residential use and is foreseeable in residential areas. - The proposed porch is a reasonable way for the applicants to increase their usable living space. - The proposed porch is open on the sides so that it has a similar impact as the previous wooden deck as opposed to an expansion of the house. - The proposed covered porch is reasonable as it would not be located closer to Ebert Rd than the existing deck. In fact, the proposed plans show the covered porch will encroach 2’ less than the wooden deck. - The proposed covered porch would not be located closer to the northern property line than the existing northern façade of the house. The structure is reasonable as it will align with the façade of the house (see left). - The proposed covered porch expansion is reasonable as it appears to be primarily motivated by a desire to upgrade their home and Page 6 of 12 expand their usable space rather than economic considerations. Counterarguments On the other hand, the Council could determine that there are no practical difficulties and the variance request is unreasonable based on the following findings of fact: - The expanded areas of the porch will increase the nonconformity with some portions of the porch being as close as 15’ to the front property line along Ebert Rd, which is not even half the required setback for a porch of this size. - The applicants could reasonably comply with the Zoning Ordinance by expanding their living space to the west. 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. Favorable Arguments The City Council could conclude the variance is based on unique conditions of that site that were not created by the landowner based on the following findings: - The placement of the house in relation to the lot lines far predates the setbacks required in the current Zoning Ordinance. The landowners did not create the nonconformity that limits their ability to reasonably expand their livable space. - Due to the unique design and placement of the house, a covered wraparound porch is the most aesthetically pleasing option to add usable space to their small house with a foundation footprint of just 576 square feet. - The applicants did not choose the original location of the house and had to rebuild in the same location in order to meet timelines set by their insurance company. - If the Zoning Ordinance had not been updated to define “Expansion, Enlargement, or Intensification,” then their upgraded porch would have been approved administratively. The update to the nonconformity section of the Code was finalized just one month prior to a fire that damaged their home extensively, neither of these events were foreseeable to nor caused by the property owners. Counterarguments The Council could find there are no unique conditions of the site and that there are circumstances created by the landowners based on the following findings: - The size constraint caused by the nonconforming location of the home is not unique since there are other nonconforming structures in the City that do not meet required setbacks due to their construction prior to the establishment of the current Zoning Ordinance. In fact, the adjacent property to the north also contains a nonconforming structure due to setbacks. Page 7 of 12 - The original placement of the house is a site condition that is the result of a decision made by a previous landowner. - The property owners could have chosen to rebuild their home in a location that allowed for a covered wraparound porch that complies with setbacks. - The home and/or porch could be expanded for more usable space on the western side of the house while complying with the setbacks. 3. That the granting of the variation will not alter the essential character of the locality. Favorable Arguments The City Council could determine that granting the variance will not alter the essential character of the locality based on the following findings: - The proposed porch would not be out of scale, out of place, or otherwise inconsistent with the surrounding neighborhood. - There is minimal traffic on Ebert Rd, so few are likely to be impacted by or notice an expanded porch. - The proposed porch will improve the aesthetic of the house from Ebert Rd. - Inviting front porches and/or wraparound porches are consistent with characteristics of rural architecture, such as the Farmhouse style and Agrarian Rural style discussed as a strategy to promote the rural character of Corcoran within Appendix B of the Zoning Ordinance. - Nonconforming structures are part of the essential character within the applicants’ immediate neighborhood. The adjacent property, also served by Ebert Page 8 of 12 Rd, was constructed in 1900 and is legally nonconforming due to its placement within the required front and side setbacks. Therefore, a reasonable expansion of a nonconforming porch that is within the established setback line for the original structure is unlikely to negatively impact the essential character of the locale. - The proposed porch is unlikely to negatively impact the essential character of the locale because the porch will actually be placed 2’ further back from the roadway as compared to the setback line of the original front deck. - There are no nearby buildings on the property to the east across Ebert Rd, so this property is unlikely to be impacted by an expansion of the nonconforming porch. - The house is in the far northeast corner of the lot and is slightly visible from Oakdale Drive (see the image below), which is a far busier road than Ebert Rd. Expansion of the porch will minimally impact the generous green space the property provides along Oakdale Dr, and therefore the rural character of the locality is unlikely to be negatively impacted. Counterarguments The City Council could conclude that granting the variance will alter the essential character of the locality based on the following arguments: Page 9 of 12 - While the porch itself is not out of scale, the porch is unusually close to Ebert Rd. The nonconforming front setback is out of scale with the majority of lots within the Rural Residential district. The expansion of the porch will increase the inconsistency. - The expansion of the nonconforming porch within the required 50’ front setback conflicts with establishing a greenway corridor along Ebert Rd, which is a strategy to preserve the rural character of the locale. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. In evaluating this standard, it is important to understand why the City has setbacks and limitations on the expansion of nonconformities within the Zoning Ordinance. There are several intentions behind the practice of setbacks. For example, setbacks are a way to maintain view corridors, ensure green space, protect the standard drainage and utility easements along property lines, and provide adequate separation of structures from other structures as well as streets. Large front yard setbacks are used as a strategy to protect the rural character of Corcoran by promoting open space and greenway corridors. The intent of the Zoning Ordinance’s limitations established for the expansion of nonconformities is to encourage eventual compliance with the prevailing Ordinance as the site redevelops. Favorable Arguments The City Council could determine the variance is in harmony with the general purposes and intent of the Ordinance based on the following findings: - The expanded porch is open on the sides which generally preserves the existing sight lines of the original wooden decks. The expansion will not reduce visibility in the immediate area. - The expanded porch will move the porch 2’ further away from Ebert Rd, which is a positive step towards compliance on the site. - The recorded drainage and utility easements are not impacted by the location of the expanded porch. - The view corridor along Oakdale Dr is maintained if the variance for an expanded porch is granted. - The variance is in harmony with the Zoning Ordinance’s general purpose to conserve the natural, scenic beauty, rural character, and attractiveness of the Corcoran countryside. Counterarguments The City Council could determine the variance is not in harmony with the general purposes and intent of the Ordinance based on the following findings: Page 10 of 12 - If the setback’s degree of nonconformity were to be expanded, this may conflict with the City’s intention to require sufficient structure separation from the roadway and the neighboring property’s structures. In this case, the structure will be unusually close to the neighboring property’s house to the north (which is also closer than normal to the shared property line). - Further expanding the porch will reduce the amount of green space along Ebert Rd. - Granting the variance for expansion of a nonconforming setback will grant perpetual protections to the nonconformity. This conflicts with the City’s intention to encourage compliance with the prevailing Zoning Ordinance as a site redevelops. 5. The variance is consistent with the Comprehensive Plan. Favorable Arguments The Council could determine the variance is consistent with the Comprehensive Plan based on the following findings: - Wraparound porches are a known feature of rural architecture. The variance is consistent with the Comprehensive Plan’s vision statement which stresses the importance of (and the desire to) protect the rural environment and rural character of Corcoran. - The Rural/Ag Residential land use designation is partially defined by natural areas. This request to expand the porch will minimize the impact to natural areas as the change is similar to the existing footprint of the original structure concentrated in the northeast corner of the property; most of the site will remain in a natural state. - By locating the porch 2’ further away from Ebert Rd, there will be increased open space and green space in the front yard which is consistent with a guiding principle of the Comprehensive Plan. Counterarguments The Council could determine that the variance is not consistent with a guiding principle of the Comprehensive Plan to provide protection of natural resources, open space, and rural character that define Corcoran’s qualify of life since there will be some impact to the previous green space along the southern and eastern façades of the house. 6. The City may impose conditions on the variance to address the impact of the variance. The applicant is willingly proposing a porch that is setback 2’ further from the property line along Ebert Rd than the original footprint of the wooden deck. The proposed structure is not within the City’s drainage and utility easement, so there are Page 11 of 12 no engineering or public works concerns to address. Additional landscaping seems unnecessary as there are several trees on the site already that screen the south and east façades of the house. Staff does not believe there are additional conditions to impost that will address the impact of granting the variance. The Council could disagree with this finding and offer conditions that are in direct connection with the impact of granting the variance. 6. Conclusion & Recommendation Staff finds that there are more arguments in favor of granting the variance than not. The request appears reasonable. The variance does not appear to be primarily motivated by economic considerations alone, but rather a desire to create desirable living space on their residential property as they work to make the best of an unfortunate situation. The property does have unique circumstances and physical conditions of the site that are beyond the applicants’ control and create practical difficulties in complying with the Zoning Ordinance. It is unlikely that granting the variance will alter the essential character of the neighborhood. Generally, the variance appears consistent with the intentions of the Zoning Ordinance and Comprehensive Plan. This seems to be particularly true since similar expansions of nonconforming structures would have been approved administratively less than 1 year ago, and it was not the intent of staff to further restrict that approval process as an option for residential property owners intending to invest in their property for the foreseeable future. Therefore, staff recommends approval of the variance. The Planning Commission agreed with this recommendation. It is recognized that the City Council could reach a different conclusion. Two resolutions are attached for this report for the Council’s consideration. The first resolution approves the variance as recommended by staff and the Planning Commission. The second resolution is an alternative providing findings of fact to deny the variance. - If the Council determines the variance standards are satisfied, then the Council should approve the first resolution (attachment #1) in the packet which provides findings of fact to approve the variance. o If the Council wants to add any conditions of approval, they should provide this change prior to approval of the resolution. - If the Council determines the variance standards are not met, then they should approve the alternative resolution (attachment #2) denying the variance. Attachments: 1. Resolution 2022-127 Approving the Variance 2. Alternative Resolution 2022-127 Denying the Variance 3. Applicant’s Narrative Page 12 of 12 4. Property Survey 5. Proposed Plans with Covered Porch 6. Engineering Memo City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A VARIANCE FOR A COVERED PORCH TO ENCROACH WITHIN THE SIDE AND FRONT YARD SETBACKS AT 9925 EBERT ROAD (PID 10-119-23-21-0014) (CITY FILE NO. 22-054) WHEREAS, Gideon and Heather Slabaugh (“the applicants”) request approval of a variance to allow a covered porch to encroach within the required front and side yard setbacks on property described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the variance request at a duly called public meeting and recommends approval of the variance, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a variance subject to the following findings and conditions: 1. The applicant requested a variance for a covered porch to encroach up to 35 ft. of the front yard setback along Ebert Rd and up to 1.6 ft. of the side yard setback along the northern property line as shown on the application materials received by the City on August 16, 2022. 2. The City Council finds the standards are met for the variance as requested, based on the following findings: a. There are practical difficulties in complying with the Zoning Ordinance. Upgrading and expanding the previous legal, nonconforming wooden decks to a wraparound, covered porch is reasonable. The proposed porch will result in a slightly larger setback from Ebert Rd, and the setback from the side property line will align with the northern façade of the house. A covered wraparound porch is a reasonable use of residential property as well as a reasonable strategy to increase the usable living space of a house footprint constrained by the structure’s legal, nonconforming setbacks. The proposed wraparound porch is designed to have a similar impact as the previous wooden decks by remaining open on the sides. It appears the request is primarily motivated in the applicants’ desire to upgrade their home and living space and is not primarily based on economic considerations. b. The conditions upon which the variance is requested are unique to the parcel and are not caused by the landowner. The placement of the house in relation to the lot lines far predates the setbacks required in the Zoning Ordinance. The existing landowners did not create the nonconformities that limit their ability to reasonably expand their livable space. Due to the unique design and placement of the house, a covered wraparound porch is the most aesthetically pleasing option to add usable space to the applicants’ relatively small house with a footprint of 576 square feet. The applicants did not choose the original location of City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 2 of 4 the house and rebuilt the house as-is after a fire caused extensive damages to satisfy time constraints outside of their control. Prior to a code update in 2021 that included a new definition of “Expansion, Enlargement, and Intensification”, the applicants’ expansion request would have been approved administratively. The update to the nonconformity section of the Zoning Ordinance was finalized just one month prior to the house fire, neither of these circumstances were foreseeable to, nor caused by, the property owners. c. Granting the variance will not alter the essential character of the locality. The proposed porch would not be out of scale, out of place, or otherwise inconsistent with the surrounding neighborhood. There is minimal traffic on Ebert Rd, so few are likely to be impacted by or notice an expansion of the nonconforming porch. The proposed porch is expected to improve the aesthetic of the house from Ebert Rd. Inviting front porches and wraparound porches are consistent with characteristics of rural architecture desirable throughout the City. The character of the immediate surroundings of the property can be argued to include nonconforming structures that long predate the Zoning Ordinance as the other residential home served by Ebert Rd was built in 1900 and also has nonconforming setbacks from the front and side property lines. There are no nearby buildings on the property to the east across Ebert Rd. Therefore, a reasonable expansion of the nonconforming porch as requested by the applicants is unlikely to impact the essential character of the area. Further, the proposed porch is unlikely to impact the essential character of the locale because the applicants intend to locate the porch 2’ further away from the front property line along Ebert Rd as compared to the original footprint of the front wooden deck. Lastly, the house’s location in the far northeast corner of the property means the house is minimally visible from Oakdale Dr, which accommodates far more traffic than Ebert Rd. The proposed expansion will result in minimal alterations to the open green space provided by the property along Oakdale Dr. d. The variance is in harmony with the general purposes and intent of the Ordinance. The expanded porch is open on the sides which will generally preserve the existing sight lines of the original house, and visibility in the immediate area is unlikely to be reduced. The expanded porch will be placed 2 ft. further from the property line along Ebert Road, which is an improvement to the site’s overall compliance with the Ordinance. The recorded drainage and utility easements are not impacted by the location of the expanded porch. The view corridor along Oakdale Dr will be maintained if the variance for an expanded porch is granted. The variance is in harmony with the Zoning Ordinance’s general purpose to conserve the natural, scenic beauty, rural character, and attractiveness of the Corcoran countryside. e. The variance to allow the covered porch is consistent with the Comprehensive Plan. Wraparound porches are a known feature of rural architecture, so granting the variance will be consistent with the Comprehensive Plan’s vision statement, which stresses the importance of protecting the rural environment and character of Corcoran. The Rural/Ag Residential land use designation is partially defined by natural areas. The applicants’ request to expand the porch will minimize the impact to natural areas as the expansion is closely tied to the existing footprint of City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 3 of 4 the original structure and is concentrated within the northeast corner of the property. Most of the site will remain in a natural state. The additional 2 ft. setback from Ebert Rd will provide increased open green space in the front yard, which is consistent with a guiding principle of the Comprehensive Plan. 3. The approving resolution must be filed at Hennepin County prior to release of the applicant’s escrow account with the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 4 of 4 ATTACHMENT A LEGAL DESCRIPTION PER WARRANTY DEED, DATED May 22, 2018. (DOC NO. A10556082): Lot Two (2), Block One (1), Ebert Addition, Hennepin County, Minnesota. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 1 of 3 Motion By: Seconded By: A RESOLUTION DENYING A VARIANCE FOR A COVERED PORCH TO ENCROACH WITHIN THE SIDE AND FRONT YARD SETBACKS AT 9925 EBERT ROAD (PID 10-119-23-21-0014) (CITY FILE NO. 22-054) WHEREAS, Gideon and Heather Slabaugh (“the applicants”) request approval of a variance to allow a covered porch to encroach within the required front and side yard setbacks on property described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the variance request at a duly called public meeting and recommended approval of the variance, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council denies the request for a variance subject to the following findings: 1. The applicant requested a variance for a covered porch to encroach up to 35 ft. of the front yard setback along Ebert Rd and up to 1.6 ft. of the side yard setback along the northern property line as shown on the application materials received by the City on August 16, 2022. 2. The City Council finds the variance standards are not satisfied for the variance as requested, based on the following findings: a. There are no practical difficulties in complying with the Zoning Ordinance standards. The requested expansion is unreasonable as it increases the nonconformity with a setback as close as 15’ from the lot line along Ebert Rd, which is less than half the required front yard setback. The landowners could reasonably comply with the Zoning Ordinance by focusing the expansion of their living space along the west side of the home. b. The conditions upon which the variance is requested are not unique to the parcel and were created by the previous landowners. The size constraint caused by the nonconforming location of the home is not unique since there are other nonconforming structures in the City that do not meet required setbacks due to their construction prior to the prevailing Zoning Ordinance. The original placement of the house is a site condition that is the result of a decision made by a previous landowner. The property owners could have chosen to rebuild their home in a location that allowed for a covered wraparound porch that complies with the setbacks. There are no physical site constraints that prevent expansion of livable space along the western side of the house. c. Granting the variation will alter the essential character of the locality. The expansion of the porch will increase the intensity of a nonconforming structure that is already abnormally close to Ebert Road. The nonconforming setback is City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 2 of 3 out of scale with the majority of lots within the Rural Residential District, and the expansion of the porch will increase this inconsistency. The expansion of the nonconforming porch within the 50 ft. front setback conflicts with the establishment of a greenway corridor along Ebert Rd, which is a strategy to preserve the rural character of the locale. d. The variance would not be in harmony with the general purposes and intent of the Ordinance. If the setback’s degree of nonconformity were to be expanded, this would conflict with the City’s intent to require proper separation of the structure from the roadway and neighboring buildings. Further expanding the porch will reduce the amount of open green space along Ebert Road. Granting the variance for the expansion of a nonconforming setback will grant the property perpetual protections that conflict with the City’s intention to encourage compliance with the prevailing Zoning Ordinance as a site redevelops. e. The variance to allow an expansion of a nonconforming porch is not consistent with the guiding principle of the 2040 Comprehensive Plan to provide protection of natural resources, open space, and rural character that define Corcoran’s quality of life since there would be a negative impact to the previous green space along the southern and eastern façades of the house. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-127 Page 3 of 3 ATTACHMENT A LEGAL DESCRIPTION PER WARRANTY DEED, DATED May 22, 2018. (DOC NO. A10556082): Lot Two (2), Block One (1), Ebert Addition, Hennepin County, Minnesota. Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE City Engineer Project: Slabaugh Variance Date: September 26, 2022 Summary • The existing deck is outside the 10 foot easement and the proposed structure is further away (15 feet from the Ebert Road ROW). No public works or engineering items are affected. Page 1 of 12 STAFF REPORT Agenda Item: 7d. City Council Meeting: October 27, 2022 Prepared By: Chris Hong through Kendra Lindahl, AICP Topic: Preliminary Plat, Site Plan, Variance and Final Plat for “Corcoran Water Tower” Located at 19951 Oswald Farm Road (PID 11-119-23-14-0004) (City File No. 22-057) Action Required: Approval 60-Day Review Deadline (site plan, variance):November 26, 2022 120-Day Review Deadline (preliminary plat):January 25, 2023 1. Request This is a City-initiated request for approval of a preliminary plat, site plan, variance and final plat to construct a water tower on the property located at 19951 Oswald Farm Road. 2.Background Hope Community Church was approved in 2001. As part of the original approvals, the landowner provided concept plans for future build out of the entire church property including senior housing, office/retail on the property east of the church and a future cemetery west of the church. No approvals for future phases were granted as they were conceptual plans only. In 2004, the church submitted a request for a zoning ordinance amendment and a conditional use permit to allow a daycare on site. The request was approved in 2005 (Resolution 2005-50/Ordinance 221). In 2006, the church submitted a request for a zoning ordinance amendment to allow development of land in the MUSA prior to availability of municipal services, subject to several conditions. This request was approved in 2006 (Resolution 2006-66/Ordinance 239). In 2012, the City approved a conditional use permit and a site plan amendment to allow a 498-plot cemetery on 1.50 acres of land west of the existing church. 3.Planning Commission Review The Planning Commission reviewed this item on October 6, 2022. In addition to the applicant and landowner, three people spoke at the public hearing. The Planning Page 2 of 12 Commission voted 3-0 to recommend approval of the site preliminary plat, site plan and variances for the lot size, overhead door and driveway setback. 4. Context Zoning and Land Use The site is guided Public/Semi-Public and zoned Public/Institutional (PI) district. The site is located within the 2040 Metropolitan Urban Service Area (MUSA) boundary and the Northeast District. The purpose of the PI district is to provide a zoning district specifically for uses oriented to the general public and semi-public uses. This district is unique in that it generally provides services to the public (churches, schools, city buildings, etc.) rather than sale of goods. Surrounding Properties Surrounding properties to the south and east are guided Mixed Use and zoned General Mixed Use (GMU). The property to the west is guided Mixed Residential and zoned Urban Reserve (UR). The properties to the north are guided Existing Residential and zoned Urban Reserve. The existing land use of the surrounding properties are undeveloped, agricultural and single family detached. Natural Characteristics of the Site There are no natural resources on site identified in the Natural Resources Inventory Areas map from the Comprehensive Plan nor are there any on the surrounding properties. 5. Analysis Staff has reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City is the applicant for this project and the City engineer will ensure compliance with City engineering standards. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the preliminary plat. The City’s discretion in approving a site plan is limited to whether or not the plans meet the standards outlined in the Zoning Ordinance and Comprehensive Plan. If it meets these standards, the City must approve the site plan. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that variance standards have been met. Page 3 of 12 The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. B. Consistency with the Ordinance Standards Preliminary Plat The preliminary plat for “Hope Place Second Addition” would create two parcels from the existing 28.93-acre lot. Lot 1 with the existing church and cemetery would be 27.73 acres and Lot 2 with the proposed water tower would be 1.2 acres. A variance from the 10-acre minimum lot size is required and discussed in the variance section of the staff report. The plat shows a 10-foot drainage and utility easement along the existing lot perimeter and a drainage and utility easement over the wetland, which were provided with the Hope Place plat. These easements will remain unchanged. Site Plan The request is for approval of a site plan to allow a water tower in the PI district. The water tower is considered an “essential service” by the Zoning Ordinance. Essential Services are defined as “the erection, construction, alteration or maintenance by private or public utilities, or municipal departments of underground or overhead telephone, gas, electrical, steam, hot water, waste, or water transmission, distribution, collection, supply or disposal systems, including poles, wires, mains, drains, sewers, pipes, conduits, cables, fire alarm boxes, police call boxes, traffic signals, hydrants and other similar equipment and accessories in connection therewith for the furnishing of adequate service by such private or public utilities or municipal departments. Essential services shall not include waste facilities.” Essential services are allowed in all districts subject to the standards in Section 1030.090 of the Zoning Ordinance. They are allowed in all districts because they are essential utilities that the City needs to function and the Council developed an ordinance with performance standards to ensure transition to adjacent uses. These types of Figure 1: Site Plan Page 4 of 12 services are likely to be located near development because development drives the need. A site plan must be submitted for review and approval for essential services with permanent structures. The proposed development plan includes a 750,000-gallon water tower. When the project is bid, the City will include a bid alternative to increase the size to a 1,000,000- gallon water tower. The City Council will make the decision based on the bid costs and this site plan approval would grant approval for either option. The water tower will be 156 feet in height, 28 feet in diameter at its base and 62 feet in diameter at its widest. The site plan has been reviewed for compliance with the proposed plan for a 750,000-gallon water tower. An electric transformer will be located just east of the water tower’s south entrance. Lot Standards and Setbacks Lot standards for the PI district are as follows: Public/Institutional District Water Tower Site (Lot 2) Church Site (Lot 1) Minimum Lot Area 10 acres 1.2 acres 27.73 acres Minimum Lot Width 200 feet 340.44 feet 500 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet n/a n/a Front, From all other streets 50 feet 69 feet 250 feet Side 50 feet 85.7 feet 100 feet Rear 50 feet 98.0 feet n/a Maximum Principal Building Height 45 feet 156 feet** n/a Maximum Impervious Surface Coverage 70% 12% n/a *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2040 Roadway Functional Classification map in the 2040 Comprehensive Plan. **Water towers are exempt from district building height limits per Sec. 1030.080 Subd. 1.J. The proposed lot has frontage on unimproved right-of-way on Oswald Farm Road. The right-of-way is platted, but the improved street section ends 15 feet east of the proposed Lot 2. There is an undeveloped parcel between the proposed water tower and County Road 30, creating 500 feet of separation between the water tower and County Road 30. The transformer is set back 125 feet from the closest lot line. Access A driveway is proposed to extend from the existing cul-de-sac in the Oswald Farm Road right-of-way to give access to the water tower. The street will be constructed to the west property line of Lot 1 when the adjacent parcel to the south of the project site is developed. Page 5 of 12 Parking and Drive Aisles Two parking stalls are proposed for the water tower. The parking is adequate to serve the site. The stalls are situated 15 feet to the west of the water tower. The access driveway provides access to both the water tower and the parking stalls. Proposed parking complies with the minimum 100-foot front setback and 10-foot side yard setback. Because there are only two parking stalls proposed and there is no adjacent public sidewalk, no screening is required by either the Zoning Ordinance or the Northeast District Design Guidelines. Landscaping The site complies with the minimum landscape standards required by Section 1060.070 of the Zoning Ordinance. The Zoning Ordinance requires one overstory tree per 50 linear feet of site perimeter and one understory shrub per 30 linear feet of site perimeter. The landscape plan shows plantings at sizes and percentages that comply with the ordinance requirements. The plans show 11 deciduous overstory trees, 10 coniferous overstory trees and 35 understory shrubs. A salt, shade and drought tolerant turf grass seed mix will be planted in the remaining unoccupied land area. The proposed landscaping complies with the Northeast District required plant materials list, utilizing a full complement of native overstory trees, native understory shrubs, and ground covers. The Northeast District also requires the use of three resiliency options in each development. The landscaping plans satisfy three required resiliency options through landscaping with native species, rain gardens/bioretention systems and xeriscaping. At least 50% of the plantings provided will be native species as specified in the Northeast District guidelines. The majority of species provided also qualify for xeriscaping, which utilizes plants that have lower water use requirements and are able to withstand periods of drought. The plans show a rain garden that will be planted with a mixture of native, drought-resistant perennial and ornamental grasses. Figure 2. Landscape Plan Page 6 of 12 Section 1060.070, Subd. 2.H. of the Zoning Ordinance requires underground irrigation for all new non-residential development where municipal water is available. However, the Northeast District guidelines impose greater restrictions on landscaping that abrogate the requirement for irrigation. The proposed plant materials are also more resilient and do not require regular watering. Buildings and Architecture The primary structure complies with the building standards in Section 1060.050 of the Zoning Ordinance and additional standards for buildings for the Northeast District. Current architecture plans show that the water tower will have a steel body as is typical for a water tower. Final paint colors and logo details will be approved by the City Council. Screening The water tower includes an electric transformer on site, which is required to be screened from off-site views. Plans show a 6-foot screening fence that will enclose the transformer as required by the Northeast District guidelines. Stormwater A rain garden is proposed on the site west of the water tower. The Northeast District Guidelines require the use of at least three resiliency options for new developments, one of which is a rain garden. As a City-owned and operated facility, additional easement or a stormwater maintenance agreement is not required. If the facility changed ownership at a future date, the City could establish additional easement and a maintenance agreement for the pond at that time. Figure 3. Section and Elevation Plan Page 7 of 12 Parks and Trails The Comprehensive Plan Parks and Trails Plan Map shows a proposed off-road trail on the east side of County Road 116 and existing on-road trails within the County Road 116 and 30 rights- of-way. The final alignment of the Three Rivers Park District Diamond Lake trail was not known at the time the Comprehensive Plan was adopted but the trail was contemplated. The June 2022 Diamond Lake Regional Trail Draft Master Plan routes this off-road trail through the existing parcel. Because no new development is proposed on Lot 1 and Lot 2 will be developed for public purposes, no park dedication is required at this time. Park dedication would be required if Lot 1 was further subdivided in the future. We will work with the applicant to acquire easements when said development occurs and park dedication would be due that time. Public Safety The Public Safety Committee reviewed the plans and provided a memo dated September 27, 2022 (attached). Prior to initiation of grading, or any other site work, the applicant must address these comments. Variances There are three variances requested and they are discussed individually below. Lot Size Variance A variance has been requested to allow the proposed water tower on a 1.2-acre lot. The City Code requires a minimum lot size of 10 acres in the PI district. However, lots for essential services must be at least 1.5 times the minimum lot area required in the zoning district (Sect 1030.090 Subd. 4.A.). This means that the minimum lot area for this water tower would be 15 acres. The burden of proof is on the applicant to show that all of the following criteria have been met: 1. There are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties in complying the Zoning Ordinance. The proposed water tower lot is boxed in by the existing cemetery, church parking lot and a public right-of-way and could therefore not be expanded to meet the 15-acre Figure 4: Diamond Lake Regional Trail route through Corcoran in purple. The site location is marked with a red dot. Page 8 of 12 requirement. It is appropriate to locate this type of public use in the PI zoning district. The other essential services recently approved by the City were located in residential zoning districts and Section 1030.090 of the Zoning Ordinance requires a minimum lot size of one acre in those districts. If the variance is denied, the City could rezone the property and a variance would not be required. 2. The conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions are unique to the parcel and were not created by the landowner. As noted above, the proposed lot abuts a cemetery to the northwest, a church parking lot to the northeast and a public right-of-way to the south. Abutting these properties effectively restricts the size of the proposed lot. 3. The granting of the variation will not alter the essential character of the locality. Granting the variation will not alter the essential character of the locality. The PI district was created to provide municipal services to the general public, so a water tower is consistent with the purpose of the district. Siting the water tower on a smaller lot that is more in line with the needs for the operation of a water tower will not create any harmful effects to nearby properties nor alter the overall character of the area. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed variance is in harmony with the general purposes and intent of the Ordinance. Section 1030.090 requires that parcels of land for essential services in Agricultural and Residential zoning districts be at least one acre in size. In all other districts, the minimum lot area is required to be at least 1.5 times the minimum lot area required in the zoning district. This is to account for districts where the minimum lot size is significantly smaller than one acre. The minimum lot size in PI districts is 10 acres in order to accommodate typical uses such as educational facilities and places of worship. This requirement does not reflect instances where essential services would be sited in a PI district, which need a much smaller area to operate from. The one-acre lot size requirement is more in line with the intent of the Ordinance. 5. The variance is consistent with the Comprehensive Plan. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement Page 9 of 12 projected future demands. Approval of the variance will allow the water tower to be built as identified in the Comprehensive Plan. Overhead Door Variance A variance has been requested to allow an overhead door visible from County Road 30. The Northeast District guidelines require that no loading docks or overhead doors shall be visible from County Roads or residential property. The burden of proof is on the applicant to show that all of the following criteria have been met: 1. There are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties in complying with the Northeast District standard that no overhead doors shall be visible from County Roads. The water tower site is currently about 500 feet north of County Road 30 and is separated by Oswald Farm Road and a vacant parcel that is planned for future development. The water tower entrance must face south to be accessible from the driveway and to minimize disturbance to the adjacent cemetery and church. Moving the overhead door location would require additional paving to extend the driveway. The overhead door is necessary for the operation of the water tower and will be least impactful on neighboring uses in the current location. Additionally, once development on the vacant lot just south of the water tower site has occurred, the overhead door will not be visible from County Road 30. The City Council could find that redesigning the site and shifting the overhead door to the north does create a practical difficulty and that the tower could be reoriented to face the door to the north. 2. The conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions are unique to the parcel and the water tower use and were not created by the landowner but are results of the characteristics of the parcel of land available for a water tower. As noted above, the water tower abuts a cemetery to the northwest and faces County Road 30 to the south on the other side of vacant property. 3. The granting of the variation will not alter the essential character of the locality. Granting the variation will not alter the essential character of the locality. The overhead door will face the least intrusive direction, towards the public street and away from the church. The door will be buffered by landscaping proposed between the water tower and Oswald Farm Road. Moving the water tower door to the east or west would make the overhead door visible from County Road 116 or residential property. Turning the water tower to face would require additional Page 10 of 12 paving for access and would face the existing cemetery and church rather than a street. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The water tower is necessary to provide municipal water to support current and future development in northeast Corcoran. The proposed variance is in harmony with the general purposes and intent of the Ordinance. The overhead door is proposed to face south, which is less intrusive for the existing adjacent uses. The purpose of this design guideline was to prevent visible industrial equipment and overhead doors on properties abutting County Roads. The water tower site will be abutting a local road in keeping with the intent of the Ordinance. 5. The variance is consistent with the Comprehensive Plan. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement projected future demands. Drive Lane Setback Variance A variance has been requested to allow a drive aisle 37 feet from the lot line. Parking must meet the minimum front setback for principal structures in the zoning district, which is 50 feet in the PI district. There are no additional requirements in the Northeast District guidelines. The burden of proof is on the applicant to show that all of the following criteria have been met: 1. There are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties in complying with the City Code requirement that drive lanes be set back at least 50 feet from the front property line. The water tower is set back as far as possible while leaving enough room between it and the existing cemetery and church. The proposed location is 126 feet from the cemetery, 98 feet from the church parking lot and 200 feet from the church building. The entrance and the drive aisle must face south as outlined in the Overhead Door Screening Variance section. If the City Council finds that standards are not met and the variance is denied, the water tower would need to be shifted north 13 feet closer to the church and cemetery. 2. 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. Page 11 of 12 The conditions are unique to the parcel and were not created by the landowner. As noted above, the water tower abuts a cemetery to the northwest and a church parking lot to the northeast. The location of these existing uses and a desire to keep separate from them restricts the placement of the water tower and the drive aisle to access it. 3. The granting of the variation will not alter the essential character of the locality. Granting the variance will not alter the essential character of the locality. The water tower is located so as not to disturb the existing cemetery, while still allowing space for a substantial drive aisle setback. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The water tower is also necessary to provide water utilities to support current and future development in northeast Corcoran. The proposed variance is in harmony with the general purposes and intent of the Ordinance. The drive aisle is needed to access the water tower and its location is the least intrusive option for the existing adjacent uses. 5. The variance is consistent with the Comprehensive Plan. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement projected future demands. Final Plat The applicant is requesting approval of a final plat for one water tower. The final plat is consistent with the preliminary plat. Conclusion Staff finds the proposed plan is consistent with the Comprehensive Plan and Zoning Ordinance and finds that the standards for a site plan and variance have been met with conditions. The staff report notes outstanding issues that must be addressed, and staff has included conditions in the attached resolutions to address these issues. However, the Council could find that the variance standards have not been met and recommend denial of one or more of the variances. Staff has included findings in the staff report for both approval and denial of the variances. Page 12 of 12 6. Recommendation Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2022-122 approving the preliminary plat b. Resolution 2022-123 approving the final plat c. Resolution 2022-124 approving the site plan and variances Attachments 1. Resolution 2022-122 approving the preliminary plat 2. Resolution 2022-123 approving the final plat 3. Resolution 2022-124 approving the site plan and variances 4. Project description 5. Location map 6. Preliminary Plat dated September 16, 2022 7. Section and Elevation Plans dated August 18, 2022 8. Site Plans dated September 28, 2022 9. Civil and Landscape Plans dated September 28, 2022 10. Final Plat dated September 16, 2022 11. Public Safety Memo dated September 27, 2022 City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-122 Page 1 of 2 Motion By: Seconded By: A RESOLUTION TO APPROVE A PRELIMINARY PLAT FOR “HOPE PLACE SECOND ADDITION” AT 19951 OSWALD FARM ROAD (PID 11-119-23-14-0004) (CITY FILE NO. 22- 057) WHEREAS, the City of Corcoran and Hope Ministries International Inc. have requested approval of a preliminary plat to allow for the subdivision of the property legally described as: Lot 1, Block 2, HOPE PLACE, Hennepin County, Minnesota WHEREAS, the Planning Commission reviewed the submitted preliminary plat at a duly called Public Hearing, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CIT OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved, in accordance with the plans received by the City on August 19, 2022, and additional materials received on September 6, 2022, September 19, 2022 September 27, 2022, and September 28, 2022, except as amended by this resolution. 2. The new lot being created for development will be for municipal services; therefore, park dedication is not required. 3. Park dedication will be required if Lot 1 is subdivided for development in the future. 4. When the vacant lot south of Lot 2 is developed, a new public street must be constructed to replace the proposed driveway. 5. Prior to issuance of building permits: a. Lot monuments shall be installed as required by the Subdivision Ordinance. b. Record the approving resolutions, mylar and all related documents at Hennepin County and provide proof of recording to the City. 6. Approval of the preliminary plat shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-122 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-123 Page 1 of 2 Motion By: Seconded By: A RESOLUTION TO APPROVE A FINAL PLAT FOR “HOPE PLACE SECOND ADDITION” AT 19951 OSWALD FARM ROAD (PID 11-119-23-14-0004) (CITY FILE NO. 22-057) WHEREAS, the City of Corcoran and Hope Ministries International Inc. have requested approval of a final plat to allow for the subdivision of the property legally described as: Lot 1, Block 2, HOPE PLACE, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CIT OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final plat, subject to the following conditions: 1. A final plat is approved, in accordance with the plans received by the City on August 19, 2022, and additional materials received on September 6, 2022, September 19, 2022 September 27, 2022, and September 28, 2022, except as amended by this resolution. 2. Development is subject to all conditions of the Water Tower preliminary plat, site plan and variances (Resolutions (2022-122 and 2022-124). 3. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 4. Prior to issuance of building permits, the applicant shall: a. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. Lot corner monuments shall be installed as required by the Subdivision Ordinance. 5. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings have been correctly installed in compliance with the plans and specifications will suffice. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-123 Page 2 of 2 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-124 Page 1 of 4 Motion By: Seconded By: A RESOLUTION TO APPROVE A SITE PLAN AND VARIANCES FOR “HOPE PLACE SECOND ADDITION” AT 19951 OSWALD FARM ROAD (PID 11-119-23-14-0004) (CITY FILE NO. 22-057) WHEREAS, the City of Corcoran and Hope Ministries International Inc. have requested approval of a site plan and variances to allow for the development of a water tower on the property legally described as: Lot 1, Block 2, HOPE PLACE, Hennepin County, Minnesota WHEREAS, the Planning Commission reviewed the site plan and variances at a public meeting, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CIT OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan and variances, subject to the following conditions: 1. Site plan and variances are approved to allow for the construction of a water tower as shown on the applicant and plans received by the City on August 19, 2022 and additional materials received on September 6, 2022, September 19, 2022 September 27, 2022, and September 28, 2022, except as amended by this resolution. 2. The approvals are granted for either the 750,000 gallon or 1,000,000 gallon capacity water tower option. 3. The applicant must comply with the Public Safety Plan review comments dated September 27, 2022. 4. The administrative permit required for essential services is approved, subject to the conditions in this resolution. 5. A 6-foot screening fence shall be built to enclose the electric transformer as required by the Northeast District Plan and Design Guidelines. 6. The variance to allow the 1.2-acre lot in the PI zoning district, where 15 acres is required for essential services is approved based on the following findings: a. There are practical difficulties in complying the Zoning Ordinance. The proposed water tower lot is boxed in by the existing cemetery, church parking lot and a public right-of-way and could therefore not be expanded to meet the 15-acre requirement. It is appropriate to locate this type of public use in the PI zoning district. The lot size is appropriate for essential services and is consistent with the minimum lot size required in all other zoning districts. The PI district lot size is larger to accommodate planned institutional uses. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-124 Page 2 of 4 b. The conditions are unique to the parcel and were not created by the landowner. As noted above, the proposed lot abuts a cemetery to the northwest, a church parking lot to the northeast and a public right-of-way to the south. Abutting these properties effectively restricts the size of the proposed lot. c. Granting the variation will not alter the essential character of the locality. The PI district was created to provide municipal services to the general public, so a water tower is consistent with the purpose of the district. Siting the water tower on a smaller lot that is more in line with the needs for the operation of a water tower will not create any harmful effects to nearby properties nor alter the overall character of the area. d. The proposed variance is in harmony with the general purposes and intent of the Ordinance. Section 1030.090 requires that parcels of land for essential services in Agricultural and Residential zoning districts be at least one acre in size. In all other districts, the minimum lot area is required to be at least 1.5 times the minimum lot area required in the zoning district. This is to account for districts where the minimum lot size is significantly smaller than one acre. The minimum lot size in PI districts is 10 acres in order to accommodate typical uses such as educational facilities and places of worship. This requirement does not reflect instances where essential services would be sited in a PI district, which need a much smaller area to operate from. The one-acre lot size requirement is more in line with the intent of the Ordinance. e. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement projected future demands. Approval of the variance will allow the water tower to be built as identified in the Comprehensive Plan. 7. The variance to allow an overhead door visible from County Road 30 is approved based on the following findings: a. There are practical difficulties in complying with the Northeast District standard that no overhead doors shall be visible from County Roads. The water tower site is currently about 500 feet north of County Road 30 and is separated by Oswald Farm Road and a vacant parcel that is planned for future development. The water tower entrance must face south to be accessible from the driveway and to minimize disturbance to the adjacent cemetery and church. Moving the overhead door location would require additional paving to extend the driveway. The overhead door is necessary for the operation of the water tower and will be least impactful on neighboring uses in the current location. Additionally, once development on the vacant lot just south of the water tower site has occurred, the overhead door will not be visible from County Road 30. b. The conditions are unique to the parcel and the water tower use and were not created by the landowner but are results of the characteristics of the parcel of land available for a water tower. As noted above, the water tower abuts a cemetery to City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-124 Page 3 of 4 the northwest and faces County Road 30 to the south on the other side of vacant property. c. Granting the variation will not alter the essential character of the locality. The overhead door will face the least intrusive direction, towards the public street and away from the church. The door will be buffered by landscaping proposed between the water tower and Oswald Farm Road. Moving the water tower door to the east or west would make the overhead door visible from County Road 116 or residential property. Turning the water tower to face would require additional paving for access and would face the existing cemetery and church. d. The water tower is necessary to provide municipal water to support current and future development in northeast Corcoran. The proposed variance is in harmony with the general purposes and intent of the Ordinance. The overhead door is proposed to face south, which is less intrusive for the existing adjacent uses. The purpose of this design guideline was to prevent visible industrial equipment and overhead doors on properties abutting County Roads. The water tower site will be abutting a local road in keeping with the intent of the Ordinance. e. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement projected future demands. 8. The variance to allow for a 37-foot drive aisle setback is approved based on the following findings: a. There are practical difficulties in complying with the City Code requirement that drive lanes be set back at least 50 feet from the front property line. The water tower is set back as far as possible while leaving enough room between it and the existing cemetery and church. The proposed location is 126 feet from the cemetery, 98 feet from the church parking lot and 200 feet from the church building. b. The conditions are unique to the parcel and were not created by the landowner. As noted above, the water tower abuts a cemetery to the northwest and a church parking lot to the northeast. The location of these existing uses and a desire to keep separate from them restricts the placement of the water tower and the drive aisle to access it. c. Granting the variance will not alter the essential character of the locality. The water tower is located so as not to disturb the existing cemetery, while still allowing space for a substantial drive aisle setback. d. The water tower is also necessary to provide water utilities to support current and future development in northeast Corcoran. The proposed variance is in harmony with the general purposes and intent of the Ordinance. The drive aisle is needed to access the water tower and its location is the least intrusive option for the existing adjacent uses. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-124 Page 4 of 4 e. The variance will enable the development of this facility which will support the existing and future development of the Northeast District. The Comprehensive Plan expects the City to develop its own municipal water supply to supplement projected future demands. 9. A building permit is required prior to beginning construction. FURTHER, that the following conditions must be met prior to issuance of building permits 10. Record the approving resolution and associated documents at Hennepin County and provide proof of recording to the City. 11. Approvals shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 12. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator Hennepin County Property Map Date: 9/27/2022 Comments: 1 inch = 400 feet PARCEL ID: 1111923140004 OWNER NAME: Hope Ministries Interntl Inc PARCEL ADDRESS: 19951 Oswald Farm Rd,Corcoran MN 55374 PARCEL AREA: 28.93 acres, 1,260,174 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $61,200 TAX TOTAL: $655.48 ASSESSED 2022, PAYABLE 2023 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $61,200 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 2022 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS OSWALD FARM R O A D HUNT E R S RIDGE S82°21'31"E 663.73N20°09'11"E 350.26N37°28'56"W 136.84 C H =63.30L =6 3 .4 5 R =264.93Δ =1 3 °43'23"C H B =S 3 0°37'15"EN23°45' 3 7 " W 2 4 7. 3 0CH=112.49L=113.79 R=216.99Δ=30°02'46"CHB=N38°47'00"WN1°10'16"E 1346.66S89°09'42"E 523.52L=192.57R=214.55Δ=51°25'29"N39°24'49"E 424.60L=139.92R=199.86Δ=40°06'41"N0°41'52"W 225.34CH=63.24L=63.27 R=569.99Δ=6°21'35"CHB=S02°28'55"WN5°37'44"E 150.77L=162.62R=230.15Δ=40°29'04"1219951 Oswald Farm RdCorcoran, MN 55374PRELIMINARY PLAT OF OSWALD FARM ROAD9 4 5 95 0 9 4 6 94 7 9 4 8 9 4 9 95 1 952 953950948949951952951 952 95 2 952 953 95 4 953 95 3 951 952 952952951 952 950 951 C001 EXISTING CONDITIONS PLANMDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:33pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C003 EXISTING CONDITIONS PLAN.dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, Utility - BW Van, 227705274_TTLB, 227705274_XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX l llllll l l l l l l l l l l l l l l l l l l l l l lSB-16SB-17 N=224578.12 E=457814.70 N=224578.12 E=457750.70 OSWALD FARM ROADBITUMINOUS DRIVEWAY RIBBON CURB (TYP.) CONNECT TO EXISTING PAVEMENT EXISTING ROADWAY R.O.W. ELECTRIC TRANSFORMER PROPOSED PROPERTY BOUNDARY PROPOSED PROPERTY BOUNDARY PROPOSED WATER TOWER NORTHING=224578.12 EASTING=457782.70 1,000,000 GAL WATER TOWER ALTERNATE 750,000 GAL WATER TOWERR14.00R19.004' CONCRETE SIDEWALK CONCRETE APRON 30.00B612 CURB AND GUTTER (TYP.) EXISTING CEMETARY PLAT LIMITS CONCRETE DRIVEWAY APRON R31.00R3 1 . 0 0 R45.00R15.0024.00R25.00R 2 5 . 0 0 32.00 24.0010.00PATCH EXISTING PAVEMENT. MATCH EXISTING SECITON TWO (2) PARKING STALLS (9'x18.5')18.5085.66126.4798.019.00 49.35 61.66C101 SITE PLAN MDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:35pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C101 SITE PLAN (updated).dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, Utility - BW Van, 227704426 PARCEL EXHIBIT, 227705274_XSNO, 227704426_XSNV, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSM S MSMSMSMSMSMSM S MSM S M S MSM S MSM S M S MSMSMSM S MS OSWALD FARM ROADl llllll l l l l l l l l l l l l l l l l l l l l l l9 4 5 9 5 0 9 4 6 94794 8 94 9 95 1 952 953 952952 953 95295295 3 952 951 952950947948949951952952953954954 955953954 955955953953953954954954 955 953 954 952 952 953 954 952 953 954 954 952 953952 953954 954 C201 POST CONSTRUCTION EROSION CONTROL PLANMDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:37pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C201 POST CONSTRUCTION EROSION CONTROL PLAN.dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, Utility - BW Van, 227704426 PARCEL EXHIBIT, 227705274_XSNO, 227704426_XSNV, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXXINSTALL ROCK CONSTRUCTION ENTRANCE INSTALL MACHINE SLICED SILT FENCE (TYP.) MS MS CONSTRUCTIONENTRANCE / EXIT MACHINE SLICED SILT FENCE EROSION CONTROL LEGEND INSTALL MACHINE SLICED SILT FENCE (TYP.) LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) SOIL MAPTHE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: CORCORAN WATER TOWER IMPROVEMENTSPROJECT LOCATION: NW CORNER OF COUNTY ROAD 116 AND 97TH AVE NPROJECT TYPE: MUNICPAL WATER TOWER PROJECT WITH PAVED ACCESS ROADWAY AND ASSOCIATED WATERMAINCONNECTION.TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 1.20 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 1.20 ACRES.ESTIMATED CONSTRUCTION DATES: SPRING 2023 - FALL 2023CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±0.14 ACRE NET INCREASE/DECREASE IN IMPERVIOUS SURFACE WITHIN THELIMITS OF DISTURBANCE. INCLUDE ANY INFORMATION ABOUT FUTURE EXPANSION IMPERVIOUS HERE.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RUSH CREEK, WHICH IS LISTED AS AN IMPAIRED WATERFOR AQUATIC LIFE AND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FORDISSOLVED OXYGEN, E. COLI, FISHES BIO, AND INVERTEBRATES BIO.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): CITY OF CORCORAN,MNCONTACT: KEVIN MATTSON, P.E.CONTACT PHONE: 763-400-7028CONTACT EMAIL: WWW.CI.CORCORAN.MN.USPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): (TBD OR CONTRACTOR NAME)CONTRACTOR: (FOREMAN NAME)CONTRACTOR PHONE: (PHONE #)CONTRACTOR EMAIL: (EMAIL)CONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.CORCORAN WATER TOWER CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED SEPTEMBER, 2022RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1. THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (CONSTRUCTION ENTRANCE, SILT FENCE)SHOWN ON THE CONSTRUCTION DRAWINGS WILL BE INSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3. PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5. PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6. PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7. BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10. PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11. TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 14 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1. INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2. SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3. VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4. STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAPGENERAL SWPPP NOTESDEWATERING IS (NOT) ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THEEVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTSFOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THE PROJECT WILL DISTURB MORE LESS THAN 5 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION,THEREFORE A TEMPORARY SEDIMENT BASIN WILL NOT BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THECONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS, IFTHEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESS THAN 3,600CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNEDTO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OFFLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TOPREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS LOCATED WITHIN ONE MILE OF, RUSH CREEK, AN IMPAIRED WATER. RUSH CREEK IS LOCATEDNORTHWEST OF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR AQUATIC LIFE AND AQUATIC RECREATION.DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OF SECTION 23.1 OF THE PERMIT AS INCORPORATEDINTO THIS SWPPP DOCUMENT.THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.SHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 09/27/2022 - 7:37pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C202 SWPP.dwgXrefs:, 227705274_TTLB THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. CITY OF CORCORAN, MN WATER TOWER 227705274733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.comXX XX, XXXXC202SITE PLAN MDHMDHPROFESSIONAL ENGINEER MINNESOTAIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. MICHAELHIMMERICH'S CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31ST, 2023. l llllll l l l l l l l l l l l l l l l l l l l l l lOSWALD FARM ROAD9 4 5 9 5 0 9 4 6 94794 8 94 9 95 1 952 953952952 953 95295295 3 952 951 952950947948949951952955955 952 953 953953 954954 955 953 954 955 9 5 3 954 9529559539549 5 2 953 954 954 953 954953 954954 1.39%26.36%25.72%13.09%2.02%8.34%6.80%9.04%25.01%6.46%25.00%5.64%5.89%2.61%1.52 %2.59%1.35% 25.14%7.95%1.51%1.51%1.49%1.49%1.50%1. 1 4% 3' CURB TRANSITION - ZERO TO FULL HEIGHT 3' CURB TRANSITION - ZERO TO FULL HEIGHT 952.50 952.66 952.36 952.15 952.11 952.20 952.53 952.48 952.60 952.8010.17%1.61%3.13%6.46%9.89%1.30%24. 1 9 % 15.82% 1 6 . 1 5%2.36%7.95%1.52%1.38%11.63%4.51%953.94 953.79 953.79 954.11 954.29 954.29 953.65 952.43 952.47 953.73 953.29 953.15 953.91 953.92 952 3.11 % 7.46% 6.41% 22.47%952C301 GRADING PLANMDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:39pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C301 GRADING PLAN.dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, Utility - BW Van, 227704426 PARCEL EXHIBIT, 227705274_XSNO, 227704426_XSNV, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX l llllll l l l l l l l l l l l l l l l l l l l l l lOSWALD FARM ROAD6" HYDRANT 6" GV 20" GV 20" TO 6" REDUCER 20" TEE 20" TEE CONNECT TO PROPOSED WATER TOWER C.L. ELEVATION = 945' 20" 45° BEND 6" HYDRANT 6" GV 6" 45° BEND 47 LF OF 20" PVC WM 9 LF OF 6" PVC WM 234 LF OF 20" PVC WM CONNECT TO EXISTING WATERMAIN. VERIFY INVERT, MATERIAL, SIZE, AND LOCATION IN FIELD 20" TO 6" REDUCER 18 LF OF 20" DIP WM 9 4 5 9 5 0 9 4 6 94 7 9 4 8 9 4 9 9 5 1 952 95 3950950951951952 9 5 2 9 5 2 953 954 953 952 953 951950948949951952955955953953954954 955 952 953 954 953 954 955 952 953 954 952 955 9 5 2 9 5 3 9 5 4 9539 5 4 954954954 10 LF OF 20" PVC WM 31 LF OF 6" PVC WM 9 5 2 95 3 954 954 48 LF OF 20" PVC WM 10 LF OF 20" PVC WM 6 LF OF 20" PVC WM 7 LF OF 6" PVC WM 7 LF OF 6" PVC WM 6" FES 6" PVC CLEANOUT (TYP.) 6" PVC DRAINTILE (TYP.) C401 UTILITY PLAN MDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:41pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C401 UTILITY PLAN.dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, 227704426_XSNV, Utility - BW Van, 227704426 PARCEL EXHIBIT, 227705274_TTLB, 227705274_XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX C801 SITE PLAN MDH MDHPROFESSIONAL ENGINEERMINNESOTASHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:42pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C801 DETAILS.dwgXrefs:, Utility - BW Van, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX C802 SITE PLAN MDH MDHPROFESSIONAL ENGINEERMINNESOTASHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/27/2022 - 7:42pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C801 DETAILS.dwgXrefs:, Utility - BW Van, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX l llllll l l l l l l l l l l l l l l l l l l l l l l(2) CS (2) AF (2) QB (3) TA (2) PG (2) PR (2) CO (6) CR (5) JC (8) CR (6) JC (5) AM (5) AM SCREENING FENCE (14) CC (6) JE (36) CV (38) AI (29) SH (3) PG (3) PR L101 LANDSCAPE PLANRJB RJBLANDSCAPE ARCHITECTMINNESOTA0 20 40 N LEGEND DECIDUOUS TREE SEED: MNDOT SEED MIX 25-131 LOW MAINTENANCE TURF SHRUBS & PERENNIALS EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE PROPERTY BOUNDARY SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/28/2022 - 10:51amDrawing name: \\us0242-ppfss01\shared_projects\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_L101 LANDSCAPE - Copy.dwgXrefs:, 227705274_TTLB, 227705274_XSXZ, 227705274_LANDSCAPE, 227705274_XSNO, 227705274_XSNZ, 227705274_XSXT, 227704426_PARCELS, 227704426 PARCEL EXHIBITTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXXCONIFEROUS TREE 8" PERF PVC PIPE DRAIN - UNDERDRAIN. HWL (TBD) RIGHT-OF-WAY LIMIT 18"36"SEE PLANS FOR RAIN GARDEN LAYOUT BIO RETENTION PLANTING MEDIA TO CONSIST OF 90% CLEAN SAND FREE OF DELETERIOUS MATERIAL. 10% OF THE MIXTURE TO CONSIST OF ORGANIC LEAF COMPOST SUB-BASE GEOTEXTILE FABRIC TYPE 5 PERMANENT TURF REINFORCEMENT MAT TO BE PLACED ON TOP OF GRADED BIORETENTION AREA PRIOR TO PLANTINGS. L801 LANDSCAPE NOTES & DETAILSRJB RJBPROFESSIONAL LANDSCAPE ARCHITECTMINNESOTA1.REFER TO LANDSCAPE SPECIFICATIONS. LANDSCAPE NOTES PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (4") MIN. ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOT BALL IS ABOVE FINISHED GRADE. BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE. 2X ROOT BALL DIA. MIN DECIDUOUS TREE PLANTING SPECIES AS SHOW ON PLAN 2 NOT TO SCALE SHRUB PLANTING DOUBLE SHRED, HARDWOOD MULCH (3") MIN. COMMERCIAL METAL EDGING, SEE PLAN CONTAINER GROW MATERIALS SHALL HAVE ROOTS HAND LOOSENED UPON PLANTING UNDISTURBED SUBGRADE SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL 6" MIN. PREPARE SOIL FOR THE ENTIRE BED PLANTING SOIL18" MIN.SEE PLAN 1 NOT TO SCALE L-801 L-801 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/28/2022 - 11:04amDrawing name: \\us0242-ppfss01\shared_projects\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_L101 LANDSCAPE - Copy.dwgXrefs:, 227705274_TTLB, 227705274_XSXZ, 227705274_LANDSCAPE, 227705274_XSNO, 227705274_XSNZ, 227705274_XSXT, 227704426_PARCELS, 227704426 PARCEL EXHIBITTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comXX XX, XXXX1. ALL WORK AND MATERIALS TO BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AMERICANS WITH DISABILITIES, AND OTHER APPLICABLE LAWS OR REGULATION. 2. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 3. FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR AS REQUIRED TO COMPLY WITH THESE RULES AND REGULATIONS, THOUGH THE WORK IS NOT MENTIONED IN THESE PARTICULAR CONSTRUCTION DOCUMENTS. 1. BECOME ACQUAINTED WITH ALL SITE CONDITIONS. LOCATE EXISTING UTILITIES AND EQUIPMENT TO REMAIN. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE DRAWINGS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY ENGINEER. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE ARISING FROM OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON DRAWINGS. 2. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. REPAIR ANY DAMAGED ITEM TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUIVALENT REPLACEMENT AT NO ADDITIONAL COST TO OWNER. 1. THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCES AND WITH THE ESTABLISHED CODES ALLOCABLE THERETO. 2. THE CONTRACTOR SHALL TAKE OUT ALL REQUIRED PERMITS, ARRANGE FOR ALL NECESSARY INSPECTION, AND PAY ANY FEES AND EXPENSES IN CONJUNCTION WITH THE SAME AS PART OF THE WORK UNDER THIS CONTRACT. 1. SCHEDULE AND COORDINATE WORK WITH OTHER TRADES TO FACILITATE WORK AND AVOID CONFLICTS IN CONSTRUCTION SEQUENCE AND EQUIPMENT INSTALLATION. 2. REVIEW ENTIRE PLAN SET AND COORDINATE WITH OTHER TRADES AS REQUIRED BY SEQUENCE OF CONSTRUCTION TO ENSURE PROVISION OF MAINLINE AND ELECTRICAL CONDUIT STUB-OUTS AT ALL REQUIRED LOCATIONS. CODES AND INSPECTION QUALITY ASSURANCE PROTECTION OF EXISTING CONDITIONS COORDINATION RAIN GARDEN PLANTING 3 NOT TO SCALE L-801 Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: September 27, 2022 Re: City File 22-057 Water Tower Preliminary Plat & Site Plan A Public Safety plan review meeting was held on September 7, 2022. In attendance were: Lieutenant Ryan Burns, Police Chief Gottschalk, Planner Davis McKeown, Fire Chief Feist, Fire Chief Leuer, Building Official Geske, and Construction Services Specialist Pritchard. The comments below are based on the concept plans received by the City on August 31, 2022 and are intended as initial feedback as further plan review will need to be completed as construction plans are available. 1. If the parking stalls will be delineated, the parking lot must still satisfy the hammerhead specifications. 2. A fill hydrant should be located on the south side of the cul-de-sac entrance to the site. 3. No parking signs should be located along the entrance road. 4. If this site will not be located, “no trespassing” signs should be installed. 5. The tower must meet the same specifications as the City’s emergency outdoor warning points for wireless network connection. STAFF REPORT Agenda Item: 7e. Council Meeting: October 27, 2022 Prepared By: Michelle Friedrich Topic: Schedule Work Session Action Required: Schedule Work Session Summary: It is recommended Council schedule a w ork session on November 21st to review the rental ordinance draft. Financial/Budget: N/A Options: 1.Schedule a work session for 5:30 pm on November 21, 2022. 2.Schedule a work session for a different day and time. Recommendation: Schedule a work session for 5:30 pm on November 21, 2022. Council Action: Mayor to schedule a work session for 5:30 pm on November 21 , 2022. Attachments: None Page 1 of 4 STAFF REPORT Agenda Item: 7f. City Council Meeting: October 27, 2022 Prepared By: Kevin Shay through Kendra Lindahl Topic: Final Plat for “Kariniemi Meadows” at 23185 County Road 10 (city file 22-059) Action Required: Approval Review Deadline: November 22, 2022 1. Request The applicant, Nate Kariniemi, is requesting approval of a final plat to create 9 rural residential lots on the 124.5-acre property. Lot 10 is the remaining area west of the rural residential lots and it does not show a home site. Outlot A will retain four development rights and may be platted in the future. 2.Context The site is an existing 124.5-acre lot with a single-family residential structure on the northeast corner of the site. There are 13 development rights on the property. The City Council approved the preliminary plat on May 26, 2022 and the variance to allow a reduced lot depth on Lot 1. Zoning and Land Use The site is guided Rural/Ag Residential in the Comprehensive Plan and is zoned RR (Rural Residential). A shoreland overlay district runs through the center of the property for Rush Creek. Surrounding Properties The properties to the east, south and west are guided Rural/Ag Residential and zoned RR (Rural Residential). The properties to the north are guided Rural Service/Commercial and zoned CR (Rural Commercial). The public works facility is surrounded by this property on the western portion of the site. Figure 1-Preliminary Plat Page 2 of 4 Natural Characteristics of the Site Rush Creek runs through the center of the site and creates a larger floodplain area. There are natural plant communities on the site identified as a high-quality maple/basswood area on the Natural Resource Inventory Areas Map in the Comprehensive Plan. Multiple wetlands are shown on Hennepin County’s Natural Resources mapping software as shown on the Site Location map. 3. Analysis Final Plat Development Rights The site has 13 development rights. The applicant’s proposal shows 9 new residential lots with the four remaining development rights being assigned to Outlot A, for future development. Lot Standards The plat shows compliance with the RR for all lots except Lot 1. The City Council approved a variance for the reduced lot depth. Outlot A shall provide a drainage and utility easement over all of Outlot A as recommended by the city engineer. Shoreland The shoreland overlay district for Rush Creek applies to the area within 300 feet of the ordinary high-water level of Rush Creek or the landward extent of floodplain of the river, whichever is greater. The boundary of the shoreland overlay is indicated on the plans. The applicant complies with these shoreland requirements in Section 1050.020 of the Zoning Ordinance. Floodplain The site includes a large area of floodplain and the plans indicate the boundary of the 100-year flood area including floodway, flood fringe and general floodplain as defined in Section 1050.030 Subd. 3. All areas within the floodplain boundary are covered with a drainage and utility easement. Transportation/Access The applicant is proposing a single public street (Ellery Lane) access to serve the residential lots. Hennepin County comments require dedication of the 50-foot half right of way and a right turn lane on County Road 10. Hennepin County notes that a left turn lane would be necessary when the property to the east develops but that would be done by the developer of the property to the east. Trails and Sidewalks Page 3 of 4 There is an existing on-road trail in the County Road 19 right-of-way and this trail is separated from the street by a landscaped boulevard. The 2040 Comprehensive Plan has a proposed on-road trail shown along the northern boundary of this property on the south side of County Road 10. The County has requested a 10-foot trail easement beyond the right-of-way be included for the on-road trail. This is included on the plans. The Parks and Trails Plan map in the 2040 Comprehensive Plan identifies a proposed off-road trail that runs along the Rush Creek corridor. A proposed off-road trail is shown along the western side of Rush Creek with a connection to County Road 19 on the southern part of the property. A trail easement has been provided and a recordable version is required to be recorded with the final plat City policy is to require an 8-ft. wide trail in a 20-ft wide easement for off-road trails and give credit for the net area (gross area minus wetlands and areas below the 100-year ordinary high water elevation) of off-road trails shown in the Comprehensive Plan. The trail easement is located almost entirely within the floodplain and the majority of the current easement location will not qualify for park dedication. Park Dedication Calculation Under the current ordinance, park dedication of land is required at 4% of the net pre- development area for Rural/Ag Residential land. Park dedication is only taken for newly created lots (9 new lots). The ordinance would require 1.98 net acres of park dedication for the 49.5 net acres (124.54 gross acres) being platted. The applicant provided a trail easement along the western side of Rush Creek and southern portion of the property, consistent with the city council approval. The trail easement is 2.04 (gross) acres in size. A large portion, 1.15 acres of this trail easement is located within the floodplain and will not receive park dedication credit. The remaining 0.85 acres of trail easement will qualify for park dedication credit. For residential developments, the current cash-in-lieu of land fee has been calculated on the per capita share of park system costs at $4,628 per single family unit. This calculation is shown below. The calculations below outline the park dedication fees for each use based on the current plan. Staff recommends the City accept the amended trail easement and the remainder of the park dedication be cash-in-lieu of land. The park dedication fee would be as follows: 9 Single Family Units x $4,628 = $41,652 Dedicated Park Land Credit = 0.85 net acres/1.98 acres (43%) = $17,910.36 TOTAL = $23,741.64 The final park dedication calculation will be based on final land area calculations. Page 4 of 4 Utilities The entire site is located outside the MUSA and will be served with well and septic. Ponding Stormwater ponding can be provided on site in compliance with local and state requirements. Wetlands There are a number of wetlands on site. The applicant shows the wetland buffer and setback requirements in compliance with Section 1050.010 of the Zoning Ordinance. 4. Recommendation Move to adopt Resolution 2022-125 approving the final plat and development contract for “Kariniemi Meadows”. Attachments 1. Resolution 2022-125 approving the final plat and development contract for “Kariniemi Meadows” 2. Draft Development Contract 3. Site Location Map 4. City Engineer’s Memo dated October 17, 2022 5. Hennepin County memo dated March 21, 2022 6. Preliminary Plat dated September 13, 2022 7. Final Plat dated September 13, 2022 City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-125 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “KARINIEMI MEADOWS” AT 23185 COUNTY ROAD 10 (PID 18-119-23-11-0002) (CITY FILE NO. 22-059) WHEREAS, Nate Kariniemi (“the applicant”) has requested approval of a final plat for “Kariniemi Meadows” a rural residential plat on property legally described as follows: Outlot A, Roehlke Addition, Hennepin County, Minnesota, according to the recorded plat thereof. FURTHER, that the development contract for said plat shall be completed by City staff and the Mayor and City Administrator be authorized to execute the development contract on behalf of the City; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request for a final plat, subject to the following conditions: 1. A final plat is approved to create nine lots and one outlot for “Kariniemi Meadows”, in accordance with the plans and application received by the City on September 13, 2022 and revisions received on September 21, 2022, except as amended by this resolution. 2. Development is subject to all the conditions of the Kariniemi Meadows preliminary plat approval (Resolution 2022-62). 3. A development right will be applied to each platted lot. Outlot A shall contain the remaining 4 development rights. 4. The applicant shall comply with all requirements of the City Engineer’s memo, dated October 17, 2022. 5. The applicant must comply with all requirements of Hennepin County. 6. The applicant must provide cost estimates for the development contract for landscaping and wetland buffer installation. FURTHER, prior to release of the final plat for recording: 7. The development contract must be executed by the developer and the City and must be filed with the final plat. 8. The financial guarantee and fees required by the development contract must be paid. 9. Park dedication is due and shall be cash-in-lieu of land and an off-road trail. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-125 Page 2 of 3 10. All permanent wetland buffer signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. The final locations must be approved by City staff. b. Wetland signs must be purchased from the City. c. Monuments and signs shall be installed prior to approval of building permits. d. The installation of the wetland monument buffer signs according to the approved plan must be certified by a registered land surveyor. e. Wetland buffer planting shall be seeded with MnDOT 43-261 or 35-241 seed mix. 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. 11. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 12. The following documents must be approved by the City Attorney and recorded at Hennepin County with the final plat: a. Development Contract b. Stormwater Maintenance Agreement c. Trail Easement for off-road trail. 13. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. FURTHER, the following conditions must be met prior to release of remaining escrow: 14. Lot corner monuments shall be installed as required by the Subdivision Ordinance. a. The installation of the lot monuments according to the approved plan must be certified by a registered land surveyor. 15. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-125 Page 3 of 3 Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator Hennepin County Natural Resources Map Date: 9/14/2021 Comments: 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 notsuitable 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 2021 1 inch = 800 feet Legend Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 1811923110002 Address: 23185 Co Rd No 10, Corcoran 55374 Owner: Willow 1 Llc Acres: 124.54 ¯ (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) KARINIEMI MEADOWS This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Willow1, LLC (the “Developer”) and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Kariniemi Meadows (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in the attached Exhibit A (the “Subject Property”). 2. CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Administrative Services Director, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has authorized the Developer to proceed, in writing. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. - 2 – 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless the initial phase is final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. Notwithstanding the provisions of this paragraph, in the event that changes to federal or state law prohibit or limit the City’s authority to collect the costs of off-site improvements for this project as contemplated in Section 9 herein and the parties do not mutually agree to remain bound to the terms contemplated in said Section 9, the City shall have the right to substitute off-site improvement cost collection provisions which are: 1) in compliance with applicable law; and 2) which result in reasonably comparable cost contribution from the Developer. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms herein shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated _____ Plan B – Final Grading, Drainage, and Erosion Control Plan, dated _____ Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated ____ Plan D – Final Tree Preservation and Reforestation Plan, dated _____ Plan E– Final Landscape Plan, dated _____ Plan F – Permanent Traffic Control Plan, dated _____ Plan F– Revised Preliminary Plat, dated ____ Plan H – Phasing Plan, dated ____ 8. IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes - 3 – • Miscellaneous Facilities In addition to the above-listed improvements, Developer shall be responsible for all other costs necessary to construct the improvements pursuant to the City-approved plans. The Developer shall submit plans which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or designee. The Developer may instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre- construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans and Standards will be permitted unless authorized by the City Engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans, City Engineering Design Standards and Standard Details. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • City of Corcoran for Building Permits and Building Demolition • Watershed Permits 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2023, with the exception of the final wear course of asphalt on streets. The City - 4 – will not accept new public streets until 80% of the homes have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 13. CONSTRUCTION ACCESS. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. 14. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 15. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. The City is an MS4 City and all erosion control shall comply with the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 16. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the public improvements lying within public easements or right-of-way shall become City property. This provision shall not apply to private improvements (e.g. private retaining walls) which encroach upon public easement or right-of-way, and such encroachments shall be subject to any applicable and separate encroachment agreement. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Record Drawings - 5 – • Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. • The warranty/performance financial guarantee 18. PARK DEDICATION. The Developer shall dedicate to the City the trail easement identified on the preliminary plat, except as modified by the approving resolutions and construct all trails to be mown or woodchipped as shown on the plans. The developer shall construct the bituminous trails in the subdivision and shall work with the city on the final location within the public park. No credit shall be given for trail construction. Credit shall be given for the net area of the park land and trail easement area. The remainder of the required park dedication shall be satisfied with cash-in-lieu of land. Prior to release of the final plat, the Developer shall satisfy the park dedication requirements for this phase by a cash contribution of $23,741.64. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance as follows: 9 single family units x $4,628.00 per unit ($41,652.00) x 57% (remaining land dedication) = $23,741.64. 19. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Prior to issuance of building permits other than the model home; utilities, curbing and one lift of bituminous shall be installed on public streets. B. Utilities shall be installed and reasonable access to the lot from a public street shall be provided prior to issuance of a model home permit. One model home will be allowed per product type (single family, twin home, townhome, etc.) per development and shall be on lots acceptable to the City. C. No sewer and water connection permits may be issued until the utilities are tested and approved by the City Engineer. D. The Developer shall comply with the City of Corcoran Engineering Design Standards. E. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Monument signs shall be purchased from the City. The land surveyor must certify that the wetland buffer signs have been installed in accordance with the approved plans. F. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, the halting of all work in the plat, and/or the denial of certificates of occupancy. G. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. - 6 – 20. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 21. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 22. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal (including, without limitation, attorneys’ fees), planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, - 7 – on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 23. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals, Preliminary Plat approval (Resolution 2022-62) is required. B. Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City. C. The Developer shall post a $900.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 9 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. D. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. E. The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 24. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special - 8 – conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Third parties shall have no recourse against the City under this Contract. E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. J. The Contract may be executed in any number of counterparts, each of which shall be deemed to be an original. K. The laws of the State of Minnesota shall govern all issues relating to this Contract and any action brought to enforce rights or obligations herein shall be brought in Hennepin County, Minnesota. L. All exhibits, plan documents, City approval documents, and City planning or engineering memos referenced herein are hereby incorporated into and shall become a part of this Contract as if attached hereto. - 9 – M. Upon completion of construction, the Developer shall provide the City with as-built records of all soil corrections and utility infrastructure installations made by the Developer on the Subject Property or within any affected public right-of-way. N. Upon completion of installation of the same (as applicable), any sanitary sewer installed on the Subject Property shall be televised at the Developer’s expense and the Developer shall submit a recording of the same to the City for the City’s records. 25. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 26. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 27. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $XXX,XXX.XX, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. - 10 – The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the City Engineer may reduce the letter of credit to the amount reasonably estimated by the City Engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the City Attorney and the City Engineer has been provided by the Developer or its subcontractor. - 11 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System Watermain System Stormwater System $101,300.00 $101,300.00 Street Construction $350,044.50 $350,044.50 Street Lighting Grading/Erosion Control $228,072.35 $228,072.35 Landscaping/Tree Preservation xx xx Setting Iron Monuments $900.00 $900.00 Installing Wetland Buffer Monuments* xx xx SUB-TOTAL: xx xx City Design, Inspection and Administration (8%) xx xx Total: xx xx Total Project Cost (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. This breakdown is for historical reference; it is not a restriction on the use of the security. If a letter of credit is used to post any portion of the security, the bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Contract or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City- approved replacement security has been provided. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City, both actual and anticipated, have been satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 28. INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until six months after the City’s acceptance of the public improvements: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an - 12 – Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder. Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Park Dedication 23,741.64 Engineering Escrow 25,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 48,741.64 30. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Willow1, LLC 19927 Larkin Road Corcoran, MN 55340 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. - 13 – The Developer shall notify the City within five (5) days of change of address. [Signatures on pages to follow] CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Jessica Beise, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Jessica Beise, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT A (the “Subject Property”) Lots 1 through 9, Block 1, KARINIEMI MEADOWS, Hennepin County, Minnesota. FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGEE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Karinemi Meadows – Preliminary Plat Review Date: October 17th, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Response Letter, Dated August 12, 2022 2. Preliminary Plans Kariniemi Meadows, Dated September 9, 2022 3. Stormwater Management Report Kariniemi Meadows, Dated September 07, 2022 4. Trail Easement Exhibits, Dated September 9, 2022 5. Construction Plans, Dated September 06, 2022 6. Lot Exhibits, Dated September 13, 2022 7. Wetland Buffer Narrative, No Date 8. Final Plats Dated, September 9, and September 13, 2022 Comments: General: 1. The City process requires the applicant to submit a written response to this memorandum. Submit the written response with revised plans. 2. In addition to engineering related comments per these plans, the proposed plans are subject to additional planning, zoning, land-use, and other applicable codes of the City. 3. An encroachment agreement shall be required for all site improvements or items placed within the City or County ROW or easements. 4. Individual grading plans need to be shown for each lot to ensure that the grading is possible and that grading will not impact adjacent lots. Please show individual lot grading on plans, not just SWMP as grading differs from contours shown on plans. If grading is modified, SWMP will need to be updated if grading changes drainage divides as ponds were sized based on drainage area. 5. When accommodating plan comments, septic areas shall not be located in D&U easements.  Revise septic locations on Lot 2 Block 1, Lot 4, Block 1, Lot 6 Block 1, Lot 7 Block 1 and Lot 8 Block 1 as they are shown within D&U easements for the lot plans 6. Septic plans shall be reviewed and approved by Hennepin County. Plat: 1. Wetland buffer sign locations will be reviewed and approved by Planning. 2. Much of the area designated as wetland buffers proposed are currently agricultural cropland. All wetland buffer areas will be required to remain vegetated and will require a restoration planting plan. 3. Provide Drainage and utility easement over all of Outlot A October 17, 2022 Kariniemi Meadows Kevin Mattson Page 2 of 3 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP in accordance with MPCA requirements shall be required for construction. 2. Provide double row silt fence along the edge of all delineated wetlands. Transportation 1. Hennepin County should review and approve the proposed 8’ wide widening of County Road 10 and any other work in their right-of way. Submit copy of County permit to City. 2. Hennepin County shall review and approve of the extension of the existing culvert underneath County Road 10 and the methods in which that connection will be made. Grading /Stormwater 1. Wetland impacts have been proposed through the WCA process. All associated permits shall be approved prior to grading activities within the site. 2. All MIDS EMC values shall be reviewed and approved by the Elm Creek Watershed Management Commission. 3. Provide MIDS BMP properties sheets or actual electronic model to verify the parameters used for modeling. Response from applicant was noted that model was provided. Provided model was not in submittal package. Please resubmit. 4. Drain tile routes from Pond 4 to Pond 3 will not be allowed to cross the right of way. 5. Storm culvert between Lot 7 and Lot 8 to be RCP. 6. Road drainage ditch to be defined on the west side of Ellery Lane between Station 6+00 and 10+00. 7. City requires that all structures, including accessory structures, additions to existing structures, and manufactured homes, shall be constructed so that the basement floor, or first floor if there is no basement, is at least 2 feet above the regional flood elevation. On Grading plans, the BFE labels do not correspond to the FEMA DFIRM Cross Section elevations. Please reference these elevations and update BFE labels shown on the grading plan accordingly. After updating, ensure that separation requirements for all structures are still met. See image below for FEMA DFIRM Cross Sections labeled on Hennepin County Website. October 17, 2022 Kariniemi Meadows Kevin Mattson Page 3 of 3 8. If any grading is proposed in the floodplain or below the Base Flood Elevation (BFE - which ranges from 994.0-992.0 from south to north on the property) compensatory storage shall be provided. Provide compensatory storage analysis after BFE information is updated. 9. Elm Creek HUC-8 DNR Study is in progress. This study will have updated floodplain modeling and mapping which will eventually replace the current effective model and mapping. City provides this reminder as a courtesy to Kariniemi development to consider in their development process. End of Comments Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us March 21, 2022 Ms. Kendra Lindahl, AICP Principal Consultant City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Preliminary Plat Review – Kariniemi Meadows (Received 2/28/22) County State Aid Highways (CSAH) 10 and 19 Hennepin County Plat Review ID #3922B (Reviewed 3/08/22) Ms. Lindahl: Please consider the following comments of this preliminary plat to develop 124 acres into nine single-family homes along CSAH 10, preserving wetlands, and potential future phase(s) of development along CSAH 19. Access: County staff support the proposed access to CSAH 10 on Chaparral Lane. For safety and operations purposes, a full eastbound right-turn lane will be required at this access. County staff will need to approve a complete turn lane plan set prior to permitting. Chaparral Lane will also need to provide access for future development to the east, which may require a westbound left-turn lane on CSAH 10. Right-of-way: We support the proposed 50-foot half right-of-way dedication along CSAH 10. A 10-foot trail easement is recommended to be included with the drainage and utility easement to provide space for maintenance access to the Rush Creek culvert under CSAH 10 and a potential future trail connection to the regional trailhead ½-mile to the west. Please ensure the existing trail remains entirely within public right-of-way or trail easement(s) along CSAH 19. Storm Water/Drainage: Please ensure stormwater discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. Contact: Eric Vogel at 612-596-0316 or eric.vogel2@hennepin.us 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, trail development, and landscaping. Please ensure the applicant coordinates with the county for the right-turn lane and any utility work. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or michael.olmstead@hennepin.us Please contact Jason Gottfried at 612-596-0394, jason.gottfried@hennepin.us for any further discussion. Sincerely, Carla Stueve, PE County Highway Engineer Hennepin County Property Map Date: 3/3/2022 Comments: 1 inch = 800 feet PARCEL ID: 1811923110002 OWNER NAME: Willow 1 Llc PARCEL ADDRESS: 23185 Co Rd No 10, Corcoran MN 55374 PARCEL AREA: 124.54 acres, 5,424,987 sq ft A-T-B: Abstract SALE PRICE: $1,200,000 SALE DATA: 05/2021 SALE CODE: Warranty Deed ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $940,400 TAX TOTAL: $10,867.94 ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $1,235,600 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 2022 CREEK 34567821019COUNTY ROAD NO. 10CHAPARRAL LANEBLOCK 1COUNTY ROAD NO. 19 DITCH RUSHCOUNTY ROAD NO. 19 2-18-22PRELIMINARY PLAT - OVERVIEWKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comN19PRELIMINARY PLAT OF KARINIEMI MEADOWSNVicinity MapFeet0200400I hereby certify that this survey, plan, or report was prepared by myor under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota.__________________________________________________Paul E. OttoLicense #40062 Date:_________________________ 45678109COUNTY ROAD NO. 10CHAPARRAL LANEBLOCK 1COUNTY ROAD NO. 19 RU S H CREEK 2-18-22PRELIMINARY PLAT - NORTHKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comNFEET010020029PRELIMINARY PLAT OF KARINIEMI MEADOWSI hereby certify that this survey, plan, or report was prepared by myor under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota.__________________________________________________Paul E. OttoLicense #40062 Date:_________________________ CREEK 3456782OUTLOT A19COUNTY ROAD NO. 10ELLERY LANE COUNTY ROAD NO. 19 DITCH RUSHCOUNTY ROAD NO. 19 BLOCK 12-18-22PRELIMINARY PLAT - OVERVIEWKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comN110PRELIMINARY PLAT OF KARINIEMI MEADOWSNVicinity MapFeet0200400I hereby certify that this survey, plan, or report was prepared by myor under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota.__________________________________________________Paul E. OttoLicense #40062 Date:_________________________ 45678OUTLOT A9COUNTY ROAD NO. 10ELLERY LANEBLOCK 1COUNTY ROAD NO. 19 RU S H CREEK BLOCK 12-18-22PRELIMINARY PLAT - NORTHKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comNFEET0100200210PRELIMINARY PLAT OF KARINIEMI MEADOWSI hereby certify that this survey, plan, or report was prepared by myor under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota.__________________________________________________Paul E. OttoLicense #40062 Date:_________________________ RUSH CRE E K 3452OUTLOT A1COUNTY ROAD NO. 19 DITCH COUNTY ROAD NO. 19 ELLERY LANE BLOCK 12-18-22PRELIMINARY PLAT - SOUTHKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comN2001000FEET310PRELIMINARY PLAT OF KARINIEMI MEADOWSI hereby certify that this survey, plan, or report was prepared by myor under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota.__________________________________________________Paul E. OttoLicense #40062 Date:_________________________ COUNTY ROAD NO. 10ELLERY LANE COUNTY ROAD NO. 19 45678OUTLOT A9BLOCK 1RU S H CREEK BLOCK 1NFeet01002002-18-22KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com410PRELIMINARY WETLAND BUFFERPLAN - NORTHI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: COUNTY ROAD N ELLERY LAN E COUNTY ROAD NO. 19 RUSH CRE E K 34562OUTLOT A1DITCH BLOCK 12-18-22KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com510PRELIMINARY WETLAND BUFFERPLAN - SOUTHNFeet0100200I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: ELLERY LANEDETAIL ASTA 0+00 TO STA 11+004 5 6 7 8 9 ELLERY LANECOUNTY ROAD 10 2-18-22PRELIMINARY STREET & STORM SEWER PLANELLERY LANE STA 0+00 TO STA 11+00KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com610N Feet050100I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: ELLERY LANESTA 11+00 TO STA 19+563 45 2 1ELLERY LANE2-18-22PRELIMINARY STREET & STORM SEWER PLANELLERY LANE STA 11+00 TO STA 19+56KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com710N Feet050100I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: 45678OUTLOT A9BLOCK 1COUNTY ROAD NO. 10COUNTY ROAD NO. 19 CRE E K R U S H CREEK 810SILT FENCE DETAILFeet01002002-18-22PRELIMINARY GRADING & EROSIONCONTROL PLAN - NORTHKARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comNI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: 34562OUTLOT A1COUNTY ROAD N ELLERY LAN E RUSH CRE E K COUNTY ROAD NO. 19 DITCH 2-18-22KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comN910PRELIMINARY GRADING &EROSION CONTROL PLAN - SOUTHSILT FENCE DETAILFeet0100200I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: COUNTY ROAD 10ELLERY LANE COUNTY ROAD 10912-18-22PRELIMINARY ROAD WIDENINGPLAN - COUNTY ROAD 10KARINIEMI MEADOWSNathan KariniemiCorcoran, MN21-0188SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com1010I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date:NPROPOSED TYPICAL ROAD WIDENING SECTION - COUNTY ROAD 10STA 0+00.00 TO STA 4+78.84SEE SHEET 8Feet03060 STAFF REPORT Agenda Item: 7g . Council Meeting: October 27, 2022 Prepared By: Kevin Mattson Topic: Engineering Design Standards Update Action Required: Approval Summary: With the recent changes to the MS4 Stormwater permit requirements and City Code, along with routine updates to other City contract, planning, and engineering documents, staff recommends a comprehensive update of the Engineering Design Standards. Attached is an engineering proposal to complete the work. Financial/Budget: Staff recommends allocating the costs 50/50 between the stormwater and general engineering line items in the 2022 General Budget. Options: 1. Approve the Engineering Design Standards proposal from Stantec in the amount of $9,000. 2. Send back to staff for further review. 3. Decline. Recommendation: Approve the Engineering Design Standards proposal from Stantec in the amount of $9,000. Council Action: Consider a motion to approve the Engineering Design Standards proposal from Stantec in the amount of $9,000. Attachments: 1. Engineering Design Standards Proposal - Stantec October 5, 2022 File: 2277 Attention: Kevin Mattson 9100 County Road 19 Corcoran, MN 55340 Dear Kevin, Reference: City of Corcoran Engineering Design Standards As the City of Corcoran is in the process of updating their MS4 Standards within their City Code, it is appropriate to review and update the Engineering Design Standards as a whole. It is the goal and objective of the City of Corcoran to provide high quality and cost-effective infrastructure for the current and future citizens of Corcoran. To accomplish this, it is necessary to assure quality development through uniform performance standards for the design and construction of the City’s infrastructure. It is a good practice to periodically review and update these standards to ensure that they reflect the most up to date materials and installation practices required by the City. By doing this, we ensure that the City Design standards are clear and consistent which allows developers and their design teams to use them to deliver to the City, high quality public infrastructure. Stantec updates the City Standard Construction Details on an annual basis but the Engineering Design Standards were last updated in 2018. Scope of Services Task 1: Engineering Design Standards Updates As part of this task Stantec will work with City Staff to review the current Engineering Design Standards document to review and identify potential changes in the standards. Stantec will then review the current Engineering design standards with current industry practices as well as industry standards to ensure the materials and references contained within the document are current and still appropriate. Stantec will then prepare a draft of the updated standards to review with staff and discuss the updates made. During this process, Stantec will incorporate our construction services team in these meetings to fully understand what standards and construction practices are critical to incorporate into these standards. Agenda Item: 7g. October 5, 2022 Kevin Mattson Page 2 of 3 Compensation Stantec will complete this scope of work in accordance with the Master Service Agreement as we have done with previous projects with the City of Corcoran. Work will be billed on a time and material basis up to the amount stated below. Task Cost 1 – Engineering Design Standard Update $9,000 Regards, Stantec Consulting Services Inc. Kent Torve PE (MN) Principal Phone: 612.209.7919 Kent.torve@stantec.com Steven Hegland PE (MN) Senior Associate Phone: 763.479.4237 Steven.hegland@stantec.com October 5, 2022 Kevin Mattson Page 3 of 3 By signing this proposal, City of Corcoran authorizes Stantec to proceed with the services herein described and the Client acknowledges that it has read and agrees to be bound by this agreement. This proposal is accepted and agreed on the ___________ day of _________,_________ . Per: Print Name & Title Signature STAFF REPORT Agenda Item 7h. Council Meeting: October 27, 2022 Prepared By: Jessica Beise Topic: Job Description Amendment – Public Works Maintenance Worker Action Required: Approval Summary: As staff has been completing the hiring process for the Public Works Maintenance Operator position, we noted that regulations have changed with the length of time required to obtain a commercial drivers license. Staff recommends a minor text change to reflect the extended time which is takes to receive a commercial drivers license. Financial/Budget: N/A Options: 1. Approve the Public Works Maintenance Worker job description. 2. Send back to staff for further review. Council Action: Consider a motion to approve the Public Works Maintenance Worker job description. Attachments: 1. Public Works Maintenance Worker - Job Description PW MAINTENANCE WORKER ©City of Corcoran 2020 1 Department: Public Works Reports To: PW Superintendent Points: 228 Grade: 7 FLSA: Non-Exempt Bargaining Unit: NA Revision Date: OctoberSeptember, 20220 Job Summary: The Public Works Maintenance Worker provides maintenance of roads, drainage, wastewater and surface water collection, water distribution, equipment maintenance, parks and buildings. The Maintenance Worker performs heavy equipment operation, operation of power tools and physical labor as needed. Scope of Impact: The PW Maintenance Worker is responsible for providing public service and for preservation of public assets through timely attention to problems and careful operation, including attention to safety procedures. Essential Duties and Responsibilities: • Performs assigned work in an efficient and safe manner. o Follows all safety procedures according to industry best practices and state and federal regulations; follows all City and Department policies; o Strives to learn and gain proficiency in a broad variety of equipment operation; o Performs work in a manner that protects public and private assets; o Responds immediately to problems with sewer or water; identifies problems and, after taking action to mitigate further damage; confers with the Superintendent or Crew Leader on follow-up action; o Monitors weather conditions and is alert for possible early call-in to address snow, ice or flooding; o Suggests improved methods and practices for public works when experience and common sense dictates. • Operates appropriate equipment to clear brush, install culverts, mow grass, remove silt and other drainage obstructions, patch potholes, erect signs, repair frost boils, remove and replace concrete curbs and asphalt roadways and other duties relating to park and roadway maintenance. o Blacktop work will include sub cutting, removal, installation, compaction of asphalt, and seal coating; o Concrete work will include removal of concrete, forming, curb pouring, and finishing; o Performs right-of-way maintenance to avoid obstruction of view, overhanging trees, clogged ditches and retention ponds; City of Corcoran PW MAINTENANCE WORKER ©City of Corcoran 2020 2 o Drives medium, heavy, and light trucks in order to deliver and pick up materials and supplies; o Operates snow removal equipment in a safe, responsible manner in order to provide a passable condition and maximum safety on public roads and property. • Performs maintenance of equipment and facilities. o Monitors hours on motorized equipment and ensures that manufacturer recommended services are performed; o Inspects equipment at the beginning and end of shifts to ensure safety and readiness of equipment; o Troubleshoots motorized equipment problems and reports observations based on seriousness; o Carries out maintenance of grounds and parking areas at city hall, parks and public works facilities; o Ensures that the public works facility is organized and safe; o Assists with the seasonal opening and closing of park facilities and the maintenance of grounds and active play areas; applies chemicals on park property. • Performs work necessary to maintain the water and sanitary sewer system. o Installs water meters, flushes hydrants; o Shuts off water to properties in emergencies or as directed; o Inspects to ensure that sump pumps are not discharged into the sanitary sewer system; o Assists with lift station maintenance, etc. • Carries out mitigation services for nuisance properties or noxious weeds and reports time and materials used. • Responds to emergencies and natural disasters with equipment. o Works to restore the transportation network so that emergency vehicles can pass; o Assists with support to other communities with joint powers agreements in the event of a natural disaster. • Performs other duties and activities as assigned. Minimum Qualifications: The job requires a high school diploma and two or more years of experience in the operation power tools, trucks and heavy equipment, or equivalent. A Class D driver’s license is required. At the directive of the Superintendent, to address Department needs, a Class A CDL license with air brakes endorsement must be obtained within 15six months. A DOT Physical Health Card is required. At the directive of the Superintendent it may be necessary to obtain licenses necessary to operate the water and sanitary sewer system. Additional training post-hire may be required. Ability to respond to emergency calls within 30 minutes. PW MAINTENANCE WORKER ©City of Corcoran 2020 3 Desired Qualifications: Additional desired qualifications include a Class B CDL, experience in a municipal or government setting, experience operating heavy equipment, experience with buildings and grounds maintenance, and road maintenance. Coursework or certifications in civil engineering inspections are preferred. Water and wastewater operation, construction inspection and mechanic training and are preferred. Knowledge, Skills and Abilities Required for Successful Job Performance : • Knowledge of equipment used by the department; ability to analyze and resolve problems; mechanical ability and knowledge of equipment troubleshooting and maintenance procedures; • Knowledge of civil engineering principals and road construction procedures; ability to read engineering drawings and to use specialized equipment to read elevations and locate boundaries and right-of-ways; • Knowledge of materials, methods, & operations used in street, building, parks & ground maintenance; • Knowledge of the functions and responsibilities of City Departments, staff, and key community members; • Ability to perform in a professional and courteous manner to requests from other staff members; ability to maintain a positive attitude toward work, the public, and coworkers; ability to be public service oriented with tactful and effective conflict resolution skills; • The ability to work independently; • Knowledge of traffic laws, ordinances, and regulations involved in equipment operation; • Knowledge of water distribution and wastewater collection; ability to read control panels, meters and gauges, to be able to detect when problems are occurring, and respond appropriately; • Knowledge of the occupational hazards and safety precautions necessary to perform manual and maintenance work; • Knowledge of the location of City streets, easements and alleys; knowledge of plow routes; • Knowledge of erosion control and conservation management practices; • Ability to have a creative, inquiring and innovative manner willing to explore new approaches, implement new methods, and be receptive to suggestions of others; • Ability to operate a telephone or radio to communicate effectively with City staff; • Ability to follow oral and written instructions; • Will have a high degree of integrity and a high sense of personal and professional ethics. Physical and Mental Requirements: Physical effort ranges from light to heavy, with lifting, pushing, pulling or carrying up to 60 pounds intermittently. Heavier work may require use of a helper or power equipment. Lifting over 60 pounds without assistance is discouraged and should be a last resort. Plowing snow may require high attention to the road and environment to avoid accidents. PW MAINTENANCE WORKER ©City of Corcoran 2020 4 Working Conditions: Work is mainly outdoors or in a vehicle. Work includes driving within the City of Corcoran to perform maintenance activities. There is exposure to weather conditions and dirt, grease, noise, biting insects and unpleasant odors. Some work requires wearing safety apparel. There is exposure to traffic, slippery footing and working close to moving equipment. Work may include extended or irregular hours. Some requirements in this job description may exclude individuals who pose a direct threat or significant risk to the health and safety of themselves or other employees. All requirements are subject to modification to reasonably accom modate individuals with disabilities. Requirements are representative of minimum levels of knowledge, skills, and experience required. To perform this job successfully, the worker must possess the abilities and aptitudes to perform each duty proficiently. This document does not create an employment contract, implied or otherwise, other than an "at will" employment relationship. The City Administrator retains the discretion to add duties or change the duties of this position at any time. Employee Signature and Date: ____________________________________________________________________________________________ Supervisor and / or Department Head Signature and Date: ____________________________________________________________________________________________ Page 1 of 18 STAFF REPORT Agenda Item: 8a. City Council Meeting: October 27, 2022 Prepared By: Kendra Lindahl, AICP Topic: Rezoning, Preliminary Plat and Preliminary PUD Development Plan for “Corcoran Farms Business Park” (PID 26-119-23-13-0006) (city file no. 22-044) Action Required: Approval 120-Day Review Deadline:December 29, 2022 1. Request JMMK, LLC has submitted a request for review of a rezoning to PUD (planned unit development), preliminary plat and preliminary PUD development plan to develop a five-lot industrial park consisting of five buildings. Key plan application materials are attached as part of this packet; however, due to size limitations not every item is included. The complete application is available at city hall. 2.Parks and Trails Commission Review The Parks and Trails Commission reviewed this item at their September 15th meeting. They recommended that the trail be shifted to connect with Blue Bonnet at Larkin Road and be extended north to the gas line easement then east to the stream. The trail would then extend north as shown on the plans. This option is discussed in the Parks section of this report. 3.Planning Commission Review The Planning Commission reviewed this item at their October 6th meeting. There were several people present to speak at the public hearing. The Planning Commission voted 3-0 to recommend denial of the request. Following the Planning Commission meeting, the applicant revised the plans to provide additional landscaping and screening on the south and west. The staff report has been updated to reflect the changes proposed by the applicant. 4.Background The City Council reviewed PUD sketch plan on February 24, 2022 and indicated support for the project. The current plan is consistent with that concept. Figure 1 - Location Map Page 2 of 18 The City completed an environmental assessment worksheet (EAW) for the project. The EAW included an infrastructure feasibility component. On August 11, 2022 the City Council issued a finding of “no need” for an EIS, based on the review of the EAW dated May 11, 2022. The EAW and feasibility study are available at City Hall. 5. Context Zoning and Land Use The 70.36-acre site is guided Light Industrial in the Comprehensive Plan and zoned Light Industrial (I-1) district. The site has an existing farmstead in the east-central portion of the site and the land use is agricultural. The site is located within the Metropolitan Urban Service Area (MUSA) and the Southeast District. Surrounding Properties All surrounding properties are located within the MUSA and Southeast District. The properties to the north, across County Road 50, are guided Parks/Open Space in the Comprehensive Plan and zoned Public/Institutional (P-I) district. Properties to the east are guided Light Industrial and zoned I-1 district. Properties to the south, located across Larkin Road, are guided Agricultural Preserve and Existing Residential and zoned Urban Reserve (UR) district. Properties to the west are guided Medium Density Residential and Low Density Residential and zoned Medium Density Residential (RMF-1), Single Family Residential 2 (RSF-2) and UR districts. Natural Characteristics of the Site The Natural Resources Inventory (NRI) map identifies wet prairie wetlands along the west property line, old field uplands along the north and northeast portions of the site and a stream that runs along the east property line. The wetland delineation provided by the applicant identifies seven wetlands throughout the site. The eastern portion of the site is in the Shoreland Overlay district. 6. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. Figure 2 - Zoning Map Page 3 of 18 A. Level of City Discretion in Decision-Making The City has a relatively high level of discretion in approving or denying a rezoning application. The proposed zoning for a property must be consistent with the City’s Comprehensive Plan. If the proposed zoning is not consistent with the Comprehensive Plan, the City must deny the rezoning application. The Zoning Ordinance and Map are the enforcement tools used to implement the goals and standards set in the Comprehensive Plan. The City has a relatively high level of discretion in approving a PUD. A PUD must be consistent with the City’s Comprehensive Plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety and welfare of the community and surrounding area. 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 Ordinance and the conditions of the preliminary plat approval. If it meets these standards, the City must approve the plat. B. Consistency with Ordinance Standards Rezoning to PUD District The Zoning Ordinance has established a PUD zoning district with the purpose of promoting a creative and efficient use of land by providing design flexibility in the development of residential neighborhoods and/or nonresidential areas that would not be possible under a conventional zoning district. The intent of the district is to: A. Provide for the establishment of PUD districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City’s Comprehensive Plan. B. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished under the existing zoning and subdivision regulations. C. Provide for variations to the strict application of the land use regulations to improve site design and operation, while at the same time incorporating design elements, e.g. construction materials, landscaping, lighting, etc., that exceed the City’s standards to offset the effect of any variations. D. Promote more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City. Page 4 of 18 E. Preserve and enhance natural features and open spaces. F. Maintain or improve the efficiency of public streets and utilities. G. Ensure appropriate transitions between differing land uses. The applicant is requesting PUD flexibility for: • Reduced parking setbacks along Blue Bonnet and Larkin Road • Reduced parking setback on the north side of Building C (Lot 2, Block 1) • From the standard that loading docks within 300 feet of residential be screened by a building. In exchange for this flexibility, the applicant has stated that they will: • Provide new industrial development in the City • Make off-site street improvements at Larkin Road and County Road 116 • Deed a site for a future City well The PUD flexibility and the detailed development plan are discussed in the PUD Plan section of this report. The City must review this request for compliance with the PUD standards as follows: 1. The planned development is not in conflict with the Comprehensive Plan. The planned unit development is not in conflict with the Comprehensive plan. The proposed development is guided for industrial development as proposed. The plan incorporates the extension of municipal sewer and water, the construction of an off-road trail (Diamond Lake Regional Trail), provides street connections through the development as anticipated. 2. The planned development is not in conflict with the intent of the underlying zoning district. The property is zoned Light Industrial. The proposed development is not in conflict with the intent of the zoning district. 3. The planned development is not in conflict with other applicable provisions of the City’s Zoning Ordinance. The planned development is not in conflict with other applicable provisions of the City’s Zoning Ordinance, except that PUD flexibility is requested as noted in the staff report. The PUD allows the applicant to request flexibility from the performance standards in the ordinance in exchange for a high-quality development than might otherwise be expected. Page 5 of 18 The City Council could find that the PUD flexibility requested by the developer results in deviations from the applicable provisions of the Zoning Ordinance that are not off set by the PUD benefits proposed by the applicant and, therefore, are in conflict with the applicable provisions of the ordinance. 4. The planned development or unit thereof is of sufficient size, composition, and arrangement that its construction, marketing, and/or operation is feasible as a complete unit without dependence upon any other subsequent unit or phase. The planned development is feasible without dependence upon any other subsequent phase. However, the project will be phased generally from south to north. The developer indicates that they expect the development to be completed by 2028. 5. The planned development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. With the improvements required by the feasibility study, the development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. The developer is providing public trails and sidewalks consistent with the City’s Comprehensive Plan. The developer is constructing a new street in the development and making offsite improvement to Larkin Road. Municipal sanitary sewer and water are available to serve the site. 6. The planned development will not have an adverse impact on the reasonable enjoyment of the neighborhood property. The property is zoned light industrial. The development does comply with the setback requirements for that district. The developer has provided landscaping to buffer the development from the residential properties to the west and south. The City Council may find that additional landscaping is needed to buffer the existing homes from the new industrial buildings. 7. The quality of the building and site design proposed by the PUD plan shall substantially enhance the aesthetics of the site, shall demonstrate higher standards, more efficient and effective uses of streets, utilities and public facilities, it shall maintain and enhance any natural resources within the development, and create a public benefit that is greater than what would be achieved through the strict application of the primary zoning regulations. Staff finds the developer meets the building and site standards in the ordinance except where PUD flexibility is requested. The City Council could find that the development of 696,631 sq. ft. of industrial development that can provide opportunities for new Page 6 of 18 businesses, employment and increased tax base is enough of a public benefit to off-set the PUD flexibility requested. However, the Commission could find that additional benefits are needed to offset the PUD flexibility requested. Staff has identified some areas where changes could be suggested by the Commission to ensure that this standard has been met. The Zoning Ordinance states that “the rezoning of the property defined in the development plan shall not become effective until such time as the City Council approves an ordinance reflecting said amendment, which shall take place at the time that the City Council approves the final development plan.” The Council would approve the rezoning to be effective at such time as the final PUD plan is approved. Preliminary PUD Plan The PUD offers enhanced flexibility to develop the site through the relaxation of most typical zoning district standards. The PUD allows for a greater variety of land uses, construction phasing and a potential for lower development costs. In exchange for this flexibility, the City expects a higher level of design, more sensitive development or more significant infrastructure improvements than might otherwise be required. As part of the 2040 Comprehensive Plan, this property was reclassified from Medium Density Residential to Light Industrial to expand the existing industrial park directly east of this site in order to provide more business and employment opportunities in the City. The applicant indicates that the building would generally be a 20% Office and 80% Warehouse mix. However, tenants could change over time. The parking calculation will be reviewed at building permit to ensure that the proposed tenants have adequate parking on site. Lot Standards The development is being reviewed against the I-1 district standards. The buildings and lots comply with ordinance standard, however, the parking and drive aisles do require PUD flexibility (shown in red below): I-1 (Light Industrial) Proposed Minimum lot area 1 acre 5.77 acre Minimum lot width 100 ft. 637 ft. Minimum lot depth 200 ft. 394 ft. Minimum Principal Structure Setbacks: Front, From Major Roadways* N/A N/A Front, From all other streets 50 ft. 80 +/- ft. Side/Rear 20 ft. 60+/- ft. Adjacent to Residential 50 ft. 60+/- ft. Minimum Parking Setbacks: Page 7 of 18 Front 50 ft. 20 +/- ft. Side/Rear 10 ft. unknown Maximum Principal Building Height 45 ft. 40 ft. Maximum Impervious Surface 70% unknown *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2040 Roadway Functional Classification map in the 2040 Comprehensive Plan. The applicant’s narrative requests PUD flexibility for a 20-foot parking and drive aisle setback along both Blue Bonnet and Larkin Road where 50 feet is required. All building and parking/drive aisle setbacks should be clearly dimensioned on the plans. It appears that the parking/drive aisles between Lots 1 and 2, Block 1 may not meet the required 10-foot setback. Parking Section 1060 of the Zoning Ordinance establishes the minimum number of parking spaces required based on the gross sq. ft. of floor area for each land use. The ordinance requires the following: • Office = 1 space per 200 sq. ft. (minimum 8 spaces). • Warehouse = 5 spaces plus 1 space for each 2 employees on the largest shift. A minimum 1 space per 1,500 sq. ft. of floor area is required. The applicant’s parking narrative indicates the proposed mix for each building is expected to be 20% office and 80% warehouse uses and provides information from their experience regarding parking demand in these types of projects. The table below shows that the applicant has provided more parking than what is required for the proposed 20/80 mix of uses. Additional parking may be required for warehouse uses based on the number of employees for the largest shift or for larger office uses. Building Number of Parking Stalls Provided 20% Office/80% Warehouse Required Parking Stalls 10% Office/90% Warehouse Required Parking Stalls A 147 109 79 B 225 164 118 C 298 253 182 D 170* 132 95 E 409 403 290 *Following the Planning Commission meeting the applicant revised the landscape plan to provide more screening near Building D and removed some parking stall. The applicant did not provide updated parking calculations, so it is not clear how many parking stalls were removed. Loading Docks Section 1060.060 of the Zoning Ordinance says “loading areas established after March 23, 2004 shall be prohibited within 300 feet of residentially zoned or guided property Page 8 of 18 unless completely screened by an intervening building. Loading areas not requiring screening by an intervening building shall be screened from adjacent residentially zoned or guided property by the use of berms, fences, or walls to provide 100 percent opacity to a height of at least 10 feet. The height of the screening shall be measured from the grade of the loading areas.” The plans do not comply with this requirement (as shown on Figure 3). Building A is approximately 60 feet from the residential property line to the west and Building D is approximately 140 feet from the residential property to the west. Due to the site constraints caused by the location Larkin Road, the intersection with Blue Bonnet, the gas line easement and the wetlands, the applicant indicates that the building could not be reoriented to screen the loading docks with an intervening building. These issues do create challenges that make reorienting the building difficult, but staff does not believe enough has been done to screen the loading docks from the existing residential properties to the west. The plans do show a 36-foot high wing wall extending from the west elevation of the building to screen the loading docks. A retaining wall is provided near building A and landscaping is provided along the west property line. Staff notes that the 50-foot wide gas line easement adjacent to the west lot line of Building D limits the amount of landscaping that can be provided under the current plan. The City Council should discuss the PUD flexibility requested. If the City Council finds that additional landscaping is required to screen the loading docks, Buildings A and D would need to be reduced in width to provide increased green space for planting. Staff believes at least 30 additional feet of green space would be required along the western property line to provide a double row of screening. This would require a reduction in the size of both Building A and Building D. Design Standards Section 1060.050 of the Zoning Ordinance provides building standards for industrial uses. However, it does not provide detailed specific design requirements like the residential districts. Figure 3- updated landscape plan Page 9 of 18 The applicant’s plan shows buildings with smooth finish precast panels in off-white and gray with blue/gray metal canopies. The plans do not provide dimensions as required but the entries to the building are slightly recessed and finished in the gray precast with the canopy to help delineate the entrance and provide some interest in the building. The plans must be dimensioned to show the depth of the recessed areas and extension of the canopies. There are windows at the ground level on the front of the building and clerestory windows on the sides and rear of the buildings to add some visual interest. The architecture and building materials meet ordinance standards. However, staff notes that the side and secondary front elevations are still quite visible and recommends that those elevations be improved further to add color or other elements to break up the mass of the building. The City Council could make that a condition of the PUD. Mechanical equipment must comply with the screening standards in Section 1060.030: All rooftop and ground mounted mechanical equipment shall be designed (including exterior color) and located so to be aesthetically harmonious and compatible with the building. Screening of the equipment may be required where the design, color, and location of the equipment are found to not effectively buffer noise or provide aesthetic harmony and compatibility as observed by a 6-foot tall individual standing at ground level on the adjacent property or public right-of-way. Screening shall be constructed of durable materials which are aesthetically compatible with the structure and which may be an integral part of the structure. Applicable requirements for access to the equipment shall be observed in the design and construction of the screening. The plans do not show any ground or roof mounted mechanical equipment, but staff fully expects that they will be required for these buildings. The plans must be updated to ensure compliance. Trash and Recycling The plans show exterior trash enclosures in the loading area for each of the buildings. Exterior trash enclosures are permitted by Section 1060.020 of the ordinance provided they are fully enclosed with materials that are compatible with the building. Enclosure details must be provided for City review and approval. Page 10 of 18 Utilities The City Engineer’s memo provides detailed utility comments. Sewer and water are available to be extended to the site. The May 2022 Feasibility Study describes the improvements required to provide municipal sanitary sewer, water, stormwater and transportation improvements to serve the site. The applicant must address these conditions as well as those in the City Engineer’s memo. The existing well and septic systems must abandoned as noted in the City Engineer’s memo. Public Streets and Access The plans show construction of a new public street connecting through the site from Larkin Road to the northwest. The public streets will be constructed 36 ft. wide in an 80 ft. wide right-of-way. This complies with City standards and Southeast District guidelines. This public street will ultimately connect to County Road 50 when the property to the northwest develops and that will provide a secondary access to the site. A temporary cul-de-sac easement will be required. The extension of the street will impact a DNR public water wetland and will require a DNR permit for the impact prior to construction. Hennepin County transportation did provide comments on the preliminary plat. However, they provide comments during the EAW stating that they would not support an access onto County Road 50 on the north portion of this site but would consider an emergency vehicle access. The plans do show an emergency vehicle access onto County Road 50. The plans show a gate at County Road 50 and at the north end of the Building E parking to prohibit public access. Hennepin County also requested a 60-foot ½ right-of-way. The plans must be revised to provide the additional right-of-way on County Road 50. The Feasibility Study requires the developer to make turn lane improvements on Larkin Road at the entrance to the site at Blue Bonnet and at County Road 116. • At Larkin/CR 116: Widen the eastbound and westbound approaches to accommodate a left turn lane and a through/right turn lane. Widen the northbound and southbound approaches to accommodate a left turn lane, through lane, and right turn lane. • At Larkin Road/Blue Bonnet Drive: Construct westbound left turn lane and westbound right turn lane. Construct eastbound left turn lane. Construct southbound approach with a dedicated left turn land and a through/right turn lane. These improvements are shown on the plans. The off-site improvements will be designed, bid and managed by the City and financed by the developer. Page 11 of 18 Grading and Stormwater The City Engineer’s memo provides detailed comments on stormwater. Three stormwater are proposed with this project. A number of retaining walls are proposed with this development. The walls on the west site of the property near buildings A and D are the largest and are 10 feet tall in some areas. The retaining wall allows the new industrial building to be lower than the homes to the west and the face of the wall will be visible from the industrial area not the residential area to the west. Retaining walls higher than four feet shall be designed by a certified engineer and plans for any retaining walls higher than four feet shall be submitted to the building permit department for permitting prior to construction. There is an existing retaining wall in the southwest corner of the site. The grading plans show grading but the wall is not shown on the removal plan and must be updated. Plans show retaining walls situated within the wetland buffer setback northwest of Building D. Section 1050.010 requires that the wetland structure setback shall apply to all structures, except that the structure setback shall be reduced to 5 ft. for roadways, trails, and parking lots and their related walls and fences. Plans must be revised to dimension the plans to show compliance with the wetland buffer building setback of 5 ft. Easements A 50-foot wide gas line easement that runs east west through the south half of the site on the proposed lot line. The plans show a public street and private drives crossing the gas line easement perpendicularly and a trail that runs parallel in the easement itself. Furthermore, the plans show retaining walls and parking lots on the easement lines, but no grading is shown. Grading details must be provided. The applicant must provide proof of the easement holders approval of the proposed encroachment prior to final PUD plan submittal. New standard drainage and utility easements will be provided with the plat around the perimeter of the lots, over stormwater management ponds and over the wetlands (wetland and wetland buffer areas). A temporary cul-de-sac easement will be provided on the west end of the new public street. Association The development proposal shows a community space in the northwest portion of the site (Outlot A), but no details have been provided. The developer must provide information about this space and how it will be maintained. Page 12 of 18 Landscaping Section 1060.070 of the Zoning Ordinance provides landscape standards. The ordinance requires “an emphasis upon the boundary or perimeter of the proposed site at points adjoining other property and the immediate perimeter of the structure.” This was also a comment from the City Council during sketch plan review. The Code requires 697 overstory trees and 2,322 shrubs. The applicant is only showing 463 overstory trees, 87 ornamental trees and 1,716 shrubs. This is the equivalent of 492 trees and 1,716 shrubs and does not meet ordinance requirements. Staff has included a condition that the landscape requirements be met. It appears that additional shrubs can be planted along the new public street adjacent to parking but there are few areas available to plant the remaining 205 overstory trees and 606 shrubs. The applicant has not requested PUD flexibility but do not meet the ordinance standards. There are areas where the parking lot does not have the required shrubs to screen the headlights along the new public street and the west edge of the Building E parking area where the additional shrubs can be added. Staff has added this as a condition of approval. For example if a double row of trees were added the entire length of the west property line and placed 15 feet on center it would require 178 trees. • The applicant did revise the plans after Planning Commission, but did not provide an updated tree count, so it is unclear whether the plans now provide the required 697 overstory trees and 2,322 shrubs The ordinance states “At the sole discretion of the City, a portion of the total number of required trees for any development may be planted at a public location when it is determined by the City that site constraints or existing vegetation limit the ability to plant on site. Cash fees based on the estimated cost of materials and installation of required materials may be substituted for public location planting at the discretion of the City.” Figure 4 - Revised Rendering Page 13 of 18 • The City Council should discuss whether they would support off-site landscaping or fees in lieu of the required trees. This is an option outlined in the City Code is not a specific request for PUD flexibility, but the City does have discretion. Underground irrigation with rain sensors is required on all new non-residential development where municipal water is available. The plans show compliance. Following the Commission, the applicant revised the plans to: • Add three 16-foot tall Black Hills Spruce and an 8-foot tall fence on the property at PID 26-119-23-24-0008 to provide screening for the property to the west • Added a longer wing wall on the west side of Building A and D to screen the loading docks from the property to west • Added a 10-foot fence on the west side of the gas line easement to screen the loading docks (the site plan says 10 feet but the narrative says 8-feet. The project engineer confirms it is 10 feet). • Berms and landscaping were added along Larkin Road • Increase the height of the Spruce trees along Larkin Road to 10 feet at the time of planting. • Made other changes to address conditions in the Planning Commission report. Wetlands A wetland delineation report was submitted and approved. Section 1050.010 of the Zoning Ordinance establishes standards for the Wetland Overlay District. This includes the establishment of wetland buffer strips with an average width of 25 ft. plus a 15 ft. structure setback from the buffer. Wetland buffer signs are required to be installed at each lot/outlot line where it crosses a wetland buffer, and where needed to indicate the contour of a buffer, with a maximum spacing of 200 ft. along the buffer edge. The plans must be revised to show the wetland buffer, buffer setback and monument signs on all plan sheets. The wetland buffer and buffer setbacks are not shown on the eastern wetland and it is not clear if the trail complies with these requirement. It appears that the parking lot and retaining wall on Building D do not meet the wetland buffer setback. This must be clearly shown on the plans and must be revised to comply. The plans show 0.66 acres of wetland impacts for the buildings, new public street and the emergency access and wetland mitigation in the northeast portion of the site. The applicant is responsible for preparing a wetland mitigation plan and obtaining approval prior to submittal of a final plat application. Shoreland The eastern portion of the site is in the Shoreland Overlay District for the creek. The overlay boundaries extend 300 feet from the creek and are shown on the plans. The Page 14 of 18 shoreland overlay district requires a 25-foot average buffer with a 50-foot structure setback from the buffer, but the buffer and setback is not shown on the plans and must be added to show compliance. A walking trail, such as the planned trail, may be established within a shoreland buffer area. The trail should be constructed to minimize erosion. An undisturbed area of vegetative buffer at least 10 feet in width should remain between the trail and the wetland edge or the top of the stream bank. Signage The plans suggest entrance monuments at both sides of the Blue Bonnet entrance. The architectural plans show a multi-tenant sign at the entrance but no details are provided. The sign ordinance requires PUD signage to comply with the underlying zoning district unless PUD flexibility is requested. No PUD flexibility has been requested. The ordinance allows one freestanding sign per lot up to 64 sq. ft. in area and up to 16 feet high. Wall signage is limited to one sign at the primary entrance of each tenant space, not to exceed 10% of the primary building face of the related tenant space. The applicant must apply for sign permits prior to installation of any signage to ensure compliance with Chapter 84 of the City Code. Lighting The applicant has not provided a lighting plan or light details. Staff has included a condition the applicant provide proposed lighting locations on revised plans for building, parking lot and street lighting to ensure compliance with the standards in Section 1060.040 of the ordinance. Parks and Trails The Parks and Trails plan shows an off-road trail running along the creek on the east side of the property and a future on-road trail on Larkin Road. The off-road trail is part of the Three Rivers Park District Diamond Lake Regional trail that crosses through this site. The plans have been shared with Three Rivers Regional Park District staff and they have provided a comment letter which is attached to this staff report. The City normally requires construction of an 8-foot wide bituminous trail in a 20-foot easement. As part of a regional trail, Three Rivers typically asks the City to require a 10-foot wide bituminous trail. The 6-foot wide trails shown on the plan must be revised to comply with City standards. The trail shown by the applicant runs along the east side of the property between County Road 50 and Larkin Road which is a nice location near the creek and wetlands; however, there is no way to connect from this regional trail on the north side of Larkin Figure 5-Parks and Trails Plan Page 15 of 18 Road to the future trail on Blue Bonnet south of Larkin Road. A trail over the east portion of the gas line easement connects the east trail to the sidewalk on Blue Bonnet. The shoreland overlay district requires a 25-foot average buffer with a 50-foot structure setback from the buffer. A walking trail may be established within a shoreland buffer area. The trail should be constructed to minimize erosion. An undisturbed area of vegetative buffer at least 10 feet in width should remain between the trail and the wetland edge or the top of the stream bank. The wetland overlay district requires a 25-foot average buffer and a 15-foot structure setback from the buffer. Trails that serve an interpretive function may be exempted from buffer and setback requirements. • The applicant must revise the plans to clearly show the creek ordinary high water level (OHWL) and these buffers and setbacks on the east side of the property. It is unclear whether the trail as proposed shows these setbacks. Staff believes that the trail connection needs to be revised to connect the trail at Blue Bonnet and Larkin Road. The plans show the trail along the gas line easement and it could be modified to add a trail connection from this easement south on the east side of Blue Bonnet south to Larkin (green line on Figure 5). However, staff notes that this is an area where a reduced setback is requested and this could result in less landscaping unless the parking and building B and C were shifted east and the trail to the east is eliminated (red lines on Figure 5). • The Parks and Trails Commission concurred and recommended this change. The draft resolution includes this as a condition. Additionally, the City requires a sidewalk on one side of all public streets. The sidewalk shall remain on the west side of the new public street (opposite the trail). Under the current ordinance (which is being updated), park dedication of land is required at 3% of the net pre-development area for Commercial/Industrial land. The ordinance would require 1.98 net acres of park dedication for the 66.15 net acres (70.36 gross acres) being platted. Park dedication credits would be given for any trail easements taken for off-road trails shown on the Comprehensive Plan. Only the new north/south trail easement for this plat would receive credit towards park dedication requirements. The applicant has not yet provided a net area for the trail easement area, but if the dedication of the easement Figure 6 - Diamond Lake Regional Trail Figure 7 - Potential Changes Page 16 of 18 does not satisfy the park dedication standards the remainder shall be cash-in-lieu of land. The final dedication shall be determined with the final plat. Preliminary Plat The preliminary plat requests approval of 5 lots and two outlots. Outlot A would be retained by the association for a community space and Outlot B would be deeded to the City for a potential wells site. The applicant has indicated this project phased starting with Building B and expects the project to be completed in 2028 depending on market conditions. Summary Staff finds that the proposed plan is generally consistent with the Comprehensive Plan and Zoning Ordinance. The plan for the new industrial park on this site meets the four economic competitiveness goals of the Comprehensive Plan: • Promote cooperative efforts and utilize existing resources for economic growth in the City. • Promote economic stability and diversity to provide job opportunities to residents. • Promote efficient, planned commercial and industrial development. • Enhance the character of the City’s commercial and industrial • development. The applicant is requesting PUD flexibility for: • Reduced parking setbacks along Blue Bonnet and Larkin Road • Reduced parking setback on the north side of Building C (Lot 2, Block 1) • From the standard that loading docks within 300 feet of residential be screened by a building. In exchange for this flexibility, the applicant has stated that they will: • Provide new industrial development in the City • Make off-site street improvements at Larkin Road and County Road 116 • Deed a site for a future City well Staff has reviewed the plan for consistency with the applicant standards outlined in the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Staff noted in the staff report the outstanding issues that must be addressed and we have included conditions in the attached draft resolutions to address these issues. The City Council may modify these conditions. However, the City has discretion when reviewing a PUD and the City Council may find that: 1. Additional improvements are needed and make those conditions or Page 17 of 18 2. the PUD standards have not been met and may deny the request as recommended by the Planning Commission. The City of Corcoran reclassified this property from residential to industrial as part of the 2040 Comprehensive Plan update in order to provide more opportunities for industrial land in the City, which will provide jobs and tax base. However, the City must balance these desires with other development standards adopted by the City. It may be that there is simply too much development proposed for the site and that reducing the size of the buildings could reduce the need. Options a. If the City Council finds that the PUD standards have not been met, they should deny the request, as recommended by the Planning Commission. b. If the City Council finds that the PUD standards have been met, they should move to approve. Staff has prepared draft resolutions for approval as a starting point for discussion. c. If the City Council finds that the PUD standards have not been met, but could be with changes, they could modify the draft PUD resolution. For example: • Does the plan provide adequate screening to the west? • Does the building architecture meet the intent of the PUD or are improvements needed, such as better articulation on the sides/secondary front? • Does the proposed amenity space provide a PUD benefit? d. If the Council finds that more information is required, they could table the item and ask for additional information. 7. Action Option A: Move to adopt Resolution 2022-119 denying the request for rezoning, preliminary PUD development plan and preliminary plat, as recommended by the Planning Commission or Option B: Move to adopt the following to approve the request: a. Ordinance 2022-469 approving rezoning b. Resolution 2022-119 with findings of fact for rezoning c. Resolution 2022-120 approving preliminary PUD d. Resolution 2022-121 approving preliminary plat Page 18 of 18 Attachments 1. Resolution 2022-119 denying the request 2. Ordinance 2022-469 approving rezoning 3. Resolution 2022-119 with findings of fact for rezoning 4. Resolution 2022-120 approving preliminary PUD 5. Resolution 2022-121 approving preliminary plat 6. Location Map 7. City Engineer’s Memo dated September 26, 2022 8. Public Safety Memo dated September 27, 2022 9. Applicant Narrative dated July 15, 2022 10. Applicant Parking Narrative and exhibit received August 30, 2022 11. Preliminary Plat dated August 30, 2022 12. Site Plan dated August 30, 2022 13. Building plans dated July 19, 2022 14. Cross Section Exhibit dated August 30, 2022 15. Landscape Plan dated August 30, 2022 16. Blue Bonnet Road Extension Concept dated August 30, 2022 17. Three Rivers Park District Memo dated September 15, 2022 18. Tom Feehan comments received September 27, 2022 19. Revised plans and narrative received October 17, 2022 City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 1 of 3 Motion By: Seconded By: DENYING THE REQUEST FOR REZONING, PRELIMINARY PLAT AND PRELIMINARY PUD DEVELOPMENT PLAN FOR “CORCORAN FARMS BUSINESS PARK” ON THE PROPERY LOCATED AT 20130 LARKIN ROAD (PID 26-119-23-13-0006) (CITY FILE NO. 22-044) WHEREAS, JMMK, LLC (the “applicant”) has requested approval of a Rezoning, Preliminary Plat and Preliminary PUD Development Plan for “Corcoran Farms Business Park” on 70.36 acres legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing and recommends denial, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does deny the request, based on the following findings and conditions: 1. The PUD flexibility requested by the developer results in deviations from the applicable provisions of the Zoning Ordinance that are not off set by the PUD benefits proposed by the applicant and, therefore, are in conflict with the applicable PUD provisions of the ordinance. 2. The development does not comply with the loading dock requirements in Section 1060.060 of the City and does not provide adequate screening to off-set the requested PUD flexibility for the loading dock location. 3. The applicant cannot provide the required minimum amount of landscaping on site (697 overstory trees and 2,322 shrubs) and does not adequately screen the industrial uses from the surrounding residential properties. 4. The planned development will have an adverse impact on the reasonable enjoyment of the neighborhood property. The property is zoned light industrial. The developer has not provided adequate landscaping to buffer the development from the residential properties to the west and south. 5. The quality of the building and site design proposed by the PUD plan does not substantially enhance the aesthetics of the site, demonstrate higher standards, more efficient and effective uses of streets, utilities and public facilities and create a public benefit that is greater than what would be achieved through the strict application of the primary zoning regulations. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 2 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 3 of 3 ATTACHMENT A Tract A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota Being registered land as evidenced by Certificate of Title 1444050 Torrens Property City of Corcoran October 27, 2022 County of Hennepin State of Minnesota ORDINANCE NO. 2022-469 Page 1 of 2 Motion By: Seconded By: AN ORDINANCE AMENDING TITLE X (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED AT 20130 LARKIN ROAD (PID 26-119-23-13-0006) (CITY FILE NO. 22-044) THE CITY OF CORCORAN ORDAINS: Section 1. Amendment of the City Code. Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended by changing the classification of the City of Corcoran Zoning Map from Light Industrial (I-1) to Planned Unit Development (PUD), legal described as follows: See Attachment A Section 2. This amendment shall take effect upon adoption of the resolution approving the final PUD development plan for this project. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota ORDINANCE NO. 2022-469 Page 2 of 2 ATTACHMENT A Tract A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota Being registered land as evidenced by Certificate of Title 1444050 Torrens Property City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 1 of 3 Motion By: Seconded By: APPROVING FINDINGS OF FACT FOR REZONING FOR THE PROPERY LOCATED AT 20130 LARKIN ROAD (PID 26-119-23-13-0006) (CITY FILE NO. 22-044) WHEREAS, JMMK, LLC (the “applicant”) has requested approval to rezone 70.36 acres legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing, and; WHEREAS, the City Council has adopted an ordinance rezoning the affected parcels from Light Industrial (I-1) to Planned Unit Development (PUD); NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does support the request for the reclassification of the property, based on the following findings and conditions: 1. The planned unit development is not in conflict with the Comprehensive Plan. The proposed development is guided for industrial development as proposed. The plan incorporates the extension of municipal sewer and water, the construction of an off-road trail (Diamond Lake Regional Trail), provides street connections through the development as anticipated. 2. The planned development is not in conflict with the intent of the underlying zoning district. The property is zoned Light Industrial. The proposed development is not in conflict with the intent of the zoning district. 3. The planned development is not in conflict with other applicable provisions of the City’s Zoning Ordinance. 4. The planned development or unit thereof is of sufficient size, composition, and arrangement that its construction, marketing, and/or operation is feasible as a complete unit without dependence upon any other subsequent unit or phase. The planned development is feasible without dependence upon any other subsequent phase. However, the project will be phased generally from south to north. The developer indicates that they expect the development to be completed by 2028. 5. The planned development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. With the improvements required by the feasibility study, the development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. The developer is providing public trails and sidewalks consistent with the City’s Comprehensive Plan. The developer is constructing a new street in the development City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 2 of 3 and making offsite improvement to Larkin Road. Municipal sanitary sewer and water are available to serve the site. 6. The planned development will not have an adverse impact on the reasonable enjoyment of the neighborhood property. The property is zoned light industrial. The development does comply with the setback requirements for that district. The developer has provided landscaping to buffer the development from the residential properties to the west and south. 7. The quality of the building and site design proposed by the PUD plan shall substantially enhance the aesthetics of the site, shall demonstrate higher standards, more efficient and effective uses of streets, utilities and public facilities, it shall maintain and enhance any natural resources within the development, and create a public benefit that is greater than what would be achieved through the strict application of the primary zoning regulations. The developer meets this standard with a new industrial development that will meet the Comprehensive Plan economic competitiveness goals and expand infrastructure. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-119 Page 3 of 3 ATTACHMENT A Tract A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota Being registered land as evidenced by Certificate of Title 1444050 Torrens Property City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 1 of 6 Motion By: Seconded By: APPROVING PRELIMINARY PLANNED UNIT DEVELOPMENT PLAN FOR “CORCORAN FARMS BUSINESS PARK” LOCATED AT 20130 LARKIN ROAD (PID 26-119-23-13-0006) (CITY FILE NO. 22-044) WHEREAS, JMMK, LLC (the “applicant”) has requested approval of “Corcoran Farms Business Park” an industrial subdivision on property legal described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a duly called Public Hearing, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for preliminary PUD plan, subject to the following conditions: 1. A preliminary PUD plan is approved for “Corcoran Farms Business Park”, in accordance with the plans and application received by the City on July 15, 2022 and revisions received on August 30, 2022 and October 17, 2022 , except as amended by this resolution. 2. The preliminary PUD plan is approved based on the finding that the proposed project is consistent with the City’s Comprehensive Plan and the PUD standards in the ordinance. 3. Approval is contingent upon City Council approval of the requested rezoning and preliminary plat (Ordinance 2022-119 and Resolution 2022-121). 4. The applicant shall comply with all requirements of the Public Safety Memo dated September 27, 2022. 5. The applicant shall comply with all requirements of the City Engineer’s memo, dated September 26, 2022. 6. The applicant shall comply with all requirements of the Feasibility Study dated May 2022. 7. The applicant shall comply with all requirements of the August 11, 2022 EAW Record of Decision. 8. The applicant is subject to review and approval by Hennepin County. The applicant is required to secure all permits and approvals from the County. 9. PUD flexibility is granted for the following: a. To allow a 20-foot parking setback along Blue Bonnet and Larkin Road where 50 feet is typically required. b. To allow a 5-foot parking setback on the north side of Building C (Lot 2, Block 1) where 10 feet is typically required. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 2 of 6 c. To allow loading docks within 300 feet of residential be screened by a wing wall, retaining wall and landscaping instead of an intervening building. 10. Park dedication shall be satisfied by a combination of land and cash-in-lieu of land for the industrial park. a. Park dedication shall be subject to park dedication fees in place when the final plat is approved. b. A 20 ft. wide trail easement must be deeded to the City for the trail. c. The trail corridor shall be extended from the Blue Bonnet/Larkin intersection north to the gas line easement, then east to the stream and north as shown on the plans and recommended by the Parks and Trails Commission. d. The paved trail will be part of the Diamond Lake Regional Trail Corridor and must be 10-feet wide. e. The applicant should comply with the Three Rivers Park District trail design standards to the extent possible. f. The trail must be located outside of the wetland buffer. g. Park dedication credit shall be given for the net acreage of the trail easement. i. The applicant shall provide a trail exhibit with gross and net easement acreage calculations. ii. No credit shall be given for construction/paving of the trail. This shall be considered a benefit of the PUD. h. Park dedication not satisfied by the trail easement shall be cash-in-lieu of land. i. The City has established park dedication fees based on the adopted 2040 comprehensive plan. j. The applicant’s tenant will benefit from the public trail and access to the City park facilities, including the community park located north of County Road 50. k. The applicant must provide a public sidewalk on the west side of the new public street (opposite the trail). 11. The plans must be revised to show a 60-foot ½ right-of-way for County Road 50. 12. The applicant must provide proof of the gas line easement holder’s approval of all proposed encroachments. 13. The developer must provide impervious surface calculations to ensure compliance with all ordinance standards. 14. Plans must be revised to clearly dimension all building and parking setbacks. 15. Plans must be revised to show the location of all rooftop and ground mounted mechanical equipment. Plans must show compliance with Section 1060.030 of the Zoning Ordinance. 16. Plans must be revised to show details for the trash enclosures to ensure compliance with Section 1060.020 of the Zoning Ordinance. 17. Building plans must be revised to show dimensions on the building recesses and canopies. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 3 of 6 18. A lighting plan must be provided to show compliance with the standards in Section 1060 of the Zoning Ordinance. The location of lights, pole height and fixture details must be provided for freestanding and building lighting. 19. Landscaping 3 ft. high shall be provided for parking areas with four or more stalls to screen vehicle headlights from adjacent residential and public streets. The plans must be revised to provide shrubs for all parking on the new public street and on the west side of the Building E parking lot. 20. The landscape plan dated October 17, 2022 must be revised to provide a total of 2,322 shrubs and 697 overstory trees. a. At the sole discretion of the City, a portion of the total number of required trees for any development may be planted at a public location when it is determined by the City that site constraints or existing vegetation limit the ability to plant on site. Cash fees based on the estimated cost of materials and installation of required materials may be substituted for public location planting at the discretion of the City. b. The applicant must provide written permission from the owner of the property at PID 26-119-23-24-0008 to allow planting of trees and installation of a fence on that property. c. Fence details must be provided for review and approval by the City Council with the PUD final plan application. 21. The applicant shall provide plans showing the planned grading, utilities and landscaping to ensure no conflicts. 22. A sign permit is required for any signage. All signage must comply with Chapter 84 of the City Code. 23. Well and septic system abandonment shall be completed as noted in the City Engineer’s memo. 24. The plans must be revised to show the shoreland buffer, setbacks and monuments in compliance with Section 1050 of the City Code. 25. The plans must be revised to show wetlands, wetland buffers, wetland buffer setbacks and wetland buffer signage in compliance with Section 1050 of the City Code. 26. The Site Plan must be revised to relocated retaining walls to comply with the wetland buffer setbacks. 27. A wetland buffer planting plan and maintenance plan must be submitted for review and approval by the City. 28. 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. a. The applicant shall work with City staff to finalize the location of wetland buffer monuments. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 4 of 6 b. Wetland signs shall be purchased from the City. c. The final locations must be inspected and approved by City staff. d. Monument signs shall be installed prior to approval of the building permit. 29. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 30. Drainage and utility easements shall be provided along the perimeter of all lots. 31. The applicant must enter into a stormwater maintenance agreement prior to release of final plat. 32. The association or building owner is responsible for ensuring sidewalks in the development area are shoveled and maintained. 33. The association or building owner is responsible for the maintenance of Outlot A and any proposed amenity. 34. Final details for the Outlot A amenity must be provided for city review and approval with the PUD final plan. 35. All utility facilities shall be located underground. 36. 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. 37. Parking shall be reviewed with building permit and must comply with ordinance standards for the proposed use. 38. The developer must provide a temporary cul-de-sac easement for the new public street. This must be shown on the preliminary plans. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 5 of 6 Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-120 Page 6 of 6 ATTACHMENT A Tract A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota Being registered land as evidenced by Certificate of Title 1444050 Torrens Property City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-121 Page 1 of 3 Motion By: Seconded By: APPROVING PRELIMINARY PLAT FOR “CORCORAN FARMS BUSINESS PARK” LOCATED AT 20130 LARKIN ROAD (PID 26-119-23-13-0006) (CITY FILE NO. 22-044) WHEREAS, JMMK, LLC (the “applicant”) has requested approval of “Corcoran Farms Business Park” an industrial subdivision on property legal described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a duly called Public Hearing, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to create five lots and two outlots “Corcoran Farms Business Park”, in accordance with the plans and application received by the City on July 15, 2022 and revisions received on August 30, 2022 and October 17, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the preliminary PUD plan for “Corcoran Farms Business Park.” The applicant shall comply with all conditions of the preliminary PUD plan approval (Resolution 2022-120). 3. Park dedication is due as required by the PUD approvals, prior to the release of final plat for recording. 4. The applicant shall comply with all requirements of the City Engineer’s memo, dated September 26, 2022. 5. The preliminary plat zoning table shall be updated to note the current zoning is I-1 not BP. 6. 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 Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-121 Page 2 of 3 ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-121 Page 3 of 3 ATTACHMENT A Tract A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota Being registered land as evidenced by Certificate of Title 1444050 Torrens Property Hennepin County Property Map Date: 9/9/2022 Comments: 1 inch = 800 feet PARCEL ID: 2611923130006 OWNER NAME: Gary D Schutte Et Al PARCEL ADDRESS: 20130 Larkin Rd,Corcoran MN 55340 PARCEL AREA: 68.68 acres, 2,991,888 sq ft A-T-B: Torrens SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $631,200 TAX TOTAL: $7,301.68 ASSESSED 2022, PAYABLE 2023 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $697,600 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 2022 Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Corcoran Farm Business Park Date: September 26, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Corcoran Farms Business Park Preliminary Plat Drawings, Prepared by Loucks, Dated August 30th, 2022. 2. Preliminary Plat for Corcoran Farms Business Park, Prepared by Loucks, Dated August 30th, 3. Hydrology Report, Prepared by Loucks, Dated August 30th, 2022. 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. 3. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 4. For any site activity (demo, grading, utilities, etc.) no closures or restrictions of any kind shall be imposed upon the public use of Larkin Road without the City’s permission. Should any lane restrictions be necessary, the Contractor shall notify the City a minimum of seven day in advance and provide a Traffic Control Plan. 5. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 6. The site demolition plans shall identify any wells or septic systems to be abandoned. Any such systems shall be abandoned by the applicant in accordance with all regulatory requirements. Applicant shall provide documentation to city of well and septic abandonment and permitting once it has been completed. 7. Applicant shall be responsible for ensure all permits are in place for wetland impacts prior to any disturbances. Includes a DNR permit as noted in Grading section. Site Plan: 1. The emergency access drive to the north should be encompassed within an easement to ensure the City has right to access and ensure it remains in place as shown. 2. Location and type of emergency access gates shall be reviewed and approved by public safety. 3. At the time of final plat, pedestrian ramp details shall be included in plan sets including detailed spot elevations at all landings and ramps. 4. Pedestrian landings shall be added at all locations where sidewalks or trails are directed into the roadway including at the trail or sidewalk on the receiving side of the pedestrian route. 5. Site plans note B612 curb and gutter in public streets which should be B618. Note all curb and pavement within the public ROW shall be per the city standard details. September 26, 2022 Corcoran Farms Business Park Kevin Mattson Page 2 of 4 6. An electric line easement exists through the southern portion of the site. Applicant shall provide a copy of the easement documents to the city and ensure the easement allows for the public infrastructure as shown within the proposed development. 7. A gas easement exists through the middle of the site. Applicant shall provide a copy of the easement document to the city and ensure the easement allows for the public and private infrastructure shown within the proposed development. 8. Southbound left and right turn lane striping should be added on Blue Bonnet Drive onto Larkin Road. 9. Monument signs at entrance shall require encroachment agreements. 10. The proposed trail which extends to the SE corner of the development shall be extended to the intersection of Blue Bonnet Drive and Larkin Road. 11. The site plans indicate a 10’ D&U easement labeled along the south of the development but a 20’ easement is shown. Update notes to match the proposed easement widths. 12. Several radius from Blue Bonnet Drive are shown at 40’. The City maximum radius for driveway entrances is 30’. Plans should be updated to conform with City standards. 13. Applicant shall confirm that a trail will be allowed through the existing gas line easement. Grading 1. All maintainable slopes including pond slopes above the safety bench shall be 4:1. 2. The detailed grading plan shall include the NW Blue Bonnet extension. 3. The grading of the Blue Bonnet Drive extension will require a work in public water permit through the Minnesota DNR. The applicant shall be responsible for submitting and obtaining this permit before the grading work in this area can commence. This may require additional coordination with Hennepin County and the City as part of the application to verify acceptable roadway network and connections. 4. The applicant shall verify that the grading and roadway construction through the existing gas easement will be approved by the easement holder. 5. There are two north-south driveway connections shown on the site plan through the gas easement. No grading is shown with either of these drives. If drive connections are approved, grading shall be shown for these areas. 6. There appears to be trapped drainage west of Blue Bonnet Drive and the gas easement. 7. Along the SE corner of the site, it appears that drainage is being routed onto the adjacent property owner where drainage currently does not flow. Grading plan shall maintain existing grading patterns and not impact adjacent properties. 8. There appear to be several locations along Larkin Road which may trap drainage. Additional spot elevations and grading modifications may be necessary to ensure areas drain properly. 9. Internal drainage to each lot was not reviewed with this application. At the time of building permit, each individual lot shall meet all City drainage and building separation requirements. 10. EOF’s shall be labeled by the applicant for all drainage routes to ensure separation requirements are met for all buildings. 11. An existing retaining wall exists in the SW corner of the site. Plans indicate grading in this area but removal of wall is not shown on removals plan. Verify the plan for the retaining wall. 12. Several retaining walls are shown on the grading plan. All walls 4’ or higher shall be designed and certified by a professional engineer. 13. At time of final plat, plans shall indicate if retaining walls will be installed with mass grading or if not, an interim grading plan for these areas may be necessary. Transportation 1. A temporary access easement shall be provided for turnaround on Blue Bonnet Drive 2. The applicant shall be responsible for all offsite improvements as outlined in the Feasibility Study dated May of 2022. The City typically leads offsite transportation improvements with the applicant providing a financial surety to finance the improvements. September 26, 2022 Corcoran Farms Business Park Kevin Mattson Page 3 of 4 3. Plan and profiles for all roadways shall be provided at the time of final plat. Stormwater 1. All access routes for maintenance shall be encompassed by an easement. 2. Provide labels for all stormwater structures and pipes including inverts, slopes, and sizes. 3. At the time of final plat, plans and profiles shall be provided for all pipe networks. 4. At the time of final plat Rational Method calculations shall be provided for all catch basin and pipe networks to ensure that adequate capacity exists. 5. All storm sewer shall be designed in accordance with the City Guidelines. 6. A stormwater maintenance agreement will be required with this development. The agreement shall provide the City the right to enter and maintain any unmaintained infrastructure or easements shall be provided over all storm sewer. 7. All storm sewer shall be RCP. 8. The applicant is proposing storm sewer crossings of the existing gas easement. The existing gas line location shall be verified and storm crossings approved by the gas company. Potholing may be necessary to confirm stormwater management system is feasible, include the City on communication with gas company. 9. The condition of the existing pipe across Larkin Road should be approved by the City prior to final plat approval. City may require that entire line be removed and replaced by applicant if condition is not adequate for proposed connection. Model Inputs 1. Submit electronic HydroCAD model with future submittals. a. Ensure that model and plans correspond. b. Provide individual detail plates for each outlet control structure (OCS). Identify inverts on individual plates. 2. Calculate Time of Concentration (Tc) based on actual site conditions to support the “direct entry” value included in the model. Use a series of sheet flow (maximum 100 feet) and shallow concentrated flow. a. This is not a comprehensive list, but for example: Subcatchment E has an over estimated Tc of 20.6 minutes. The length of flow path is modeled as 420 feet, but the longest possible flow path seems to be less than 300 feet. Slope used for sheet flow and shallow concentrated flow was 1.4% in the model. The plans show this area has no less than a 7:1 slope (14%). Use short grass in the model. 3. Update drainage figures to be consistent with the grading plans. a. This is not a comprehensive list, however Subcatchment E seems to show an impervious pad in the Drainage figure and not on the grading plans. Pond 2 has a different design in the drainage figure compared to the grading plans. 4. Wetlands, filtration basins and ponds shall be modeled at CN=98. a. Wetland 7 is not modeled accordingly. Discharge Points 1. Provide drainage maps consistent with HydroCAD models for existing and proposed conditions. 2. Provide energy dissipation or a stilling basin at outflow of Ponds 1, 2 &3 before entering the unnamed ditch on the east side and the wetland on the west side. City will provide stilling basin dimensions based on discharge pipe diameter. 3. Review flow and runoff volume to Wetland 5. Decrease may cause secondary wetland impacts, to be reviewed also with WCA process. September 26, 2022 Corcoran Farms Business Park Kevin Mattson Page 4 of 4 4. Adjust pipe outlets to ditch to minimize bank erosion. Provide discharge velocity analysis to ensure bank erosion is manageable. Construction Plans 1. Provide permanently reinforced EOF for the infiltration/filtration basin. The 100-yr HWL shall be one foot below the EOF and the EOF shall be at least 1.0’ below top of berm. Reinforced EOF shall extend to the toe of the slope to prevent erosion. 2. Show wetland buffer on plans. 3. Provide information showing how roof drains connect to the underground filtration system. 4. Provide rims, invert elevations, pipe sizes and materials for all stormwater utilities on the stormwater utilities plan sheets. 5. All slopes shall be 4:1 or flatter. 6. Show wetland impacts on grading plan. 7. Rear parking pad of Building E appears to discharge directly to the ditch. Runoff shall be captured and routed to treatment. Utilities/Watermain/Sanitary Sewer 1. Complete plan and profiles shall be provided for all sanitary sewer and water lines at the time of final plat. 2. The proposed easement over the 18” trunk sanitary sewer and trunk water needs to be expanded to provide for adequate access to the pipes to be maintained and replaced. The city requires at a minimum 1:1 slopes out from the limits of the pipe trench or more if deemed necessary for maintenance and replacement access.. 3. The city recommends the trunk sanitary sewer be shifted west as it runs adjacent to Building E. replacement of this pipe would eliminate the ability to use the parking lot which would impact the ability for a company to operate during these times. 4. The 12” sanitary sewer stub should be moved to the NW Bluebonnet Drive extension. The current stub location is directed to a pocket of high ground which could interfere with the ability to develop that site. 5. All watermain loops around the buildings are assumed to be private. Valves shall be located at connection points to public system so the system can be isolated. 6. The trunk watermain along Larkin Road should be 16” 7. The sewer stub provided to the SE corner of the site should be located at Larkin Road so it can be extended along the roadway in the future. 8. The utility plans note 8” watermain stubs both east of building B and west of Building D but watermain is not shown in these locations on the plans. Please clarify. 9. Temporary hydrants shall be shown on the ends of all water stubs. 10. The applicant is proposing to connect to the existing watermain in 75th Ave north to complete the looping requirements for the site. The applicant shall be responsible for all work to make this connection and shall restore all impacted areas to their existing conditions after work is completed. 11. The applicant shall be responsible for obtaining all necessary easements to install the sewer and water utilities as shown in the proposed plans or required of the development. Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. End of Comments Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: September 27, 2022 Re: City File 22-044 Corcoran Farms Business Park PUD A Public Safety plan review meeting was held on September 7, 2022. In attendance were: Lieutenant Ryan Burns, Police Chief Gottschalk, Planner Davis McKeown, Fire Chief Feist, Fire Chief Leuer, Building Official Geske, and Construction Services Specialist Pritchard. The comments below are based on the concept plans received by the City on August 30, 2022 and are intended as initial feedback as further plan review will need to be completed as construction plans are available. 1. The location of the sprinkler rooms must be confirmed. It is preferred that sprinkler rooms are located on the loading dock side of buildings. 2. A turn radius exhibit is required using dimensions in the enclosed exhibits. 3. The locations of fire hydrants will need to be confirmed with the Fire Chief – Jeff Leuer of Loretto. The first hydrant should be located within 100’ of the FDC. 4. The buildings must be individually addressed. 5. If the buildings are used for high pile storage, the buildings will require service doors that comply with the MN Fire Code. Narrative for Corcoran Farm Business Park Rezoning/Pre-PUD/Pre-Plat Plan 7/15/2022 On behalf of our entity, JMMK, LLC, we are excited to propose Corcoran Business Park plan for a new industrial park in the City of Corcoran. The park will be constructed on a vacant farm field that has been recently zoned and guided for industrial per the updated comprehensive plan. The location and accessibility of the land makes it a valuable location for an industrial park and provides economic growth within the City of Corcoran. The proposed 70 acre business park consists of five (5) buildings consisting of a total of 696,613 square feet of various sizes to accommodate a wide range of potential users. The design of the park took careful consideration of the natural features including, wetlands, creek, and rolling topography. In addition to the natural conditions, we needed to design around the physical location of a 50 foot wide high-pressured gas line easement that runs east-west through the entire site which creates a physical obstruction for site layout and grading alterations. We have worked with city staff during the concept plan review, feasibility study, and EAW preparation to incorporate infrastructure to serve the site and provide connection to the surrounding area including sewer, watermain, stormwater, and a portion of the regional trail system. The infrastructure as shown on the proposed plans has adequate capacity to serve the entire business park. To ensure that we are proposing a valid and well-planned development we have completed a boundary and topographical survey, certified wetland delineation/report and soil borings. We retained Loucks, a civil engineering/ survey firm and Ed Farr Architects to prepare the Rezoning/PUD/Pre-plat documents for development of the park in relationship to the natural and physical parameters. The property is currently guided and zoned Light Industrial (I-1). We are requesting the property be rezoned to a Planned Unit Development (PUD) overlay to accommodate for unique features of the site that allow flexibility of setbacks and site layout. Building A Building B Building C Building D Building E Outlot A (AC) Outlot B (Private Park)(AC)Totals Building Size (SF)71,812 107,630 167,058 87,593 262,520 - - 696,613 Building Length 482 722 652 441 503 - - 2,800 Building Width 150 148.5 257 209 260 - - 1,025 Office Percent 20% 20% 20% 20% 20%- - 1 Warehouse Percent 80% 80% 80% 80% 80%- - 4 Parking 147 237 236 128 332 - - 1,080 Lot Size (SF)251,389 364,546 459,710 384,656 1,208,434 98,794 141,114 2,908,643 Lot Size (AC)5.77 8.37 10.55 8.83 27.74 2.27 3.24 66.77 Pre-Plat Lot ID Blk 2, Lot 1 Blk 1, Lot 3 Blk 1, Lot 2 Blk 2, Lot 2 Blk 1, Lot 1 ROW Dedication (AC)3.58 Total Property 70.35 Corcoran Farms Business Center Lot/Building Summary Based on our findings, we have designed the business park in a manner that accommodates the development parameters of the city. We abided by the shoreland rules that protects the creek along the eastern side of the site. The creek is buffered from the industrial buildings by setbacks and stormwater ponds. The creek is further enhanced by the placement of the regional trail located along the entire length of the easterly lot line of the business park. The regional trial will provide a natural pedestrian access north/south through the business park. We are incorporating sidewalks and trails within the business park to provide pedestrian links from the individual building and Blue Bonnet Drive North to access the regional trail system and to the private park area. The wetland areas are primarily to the north and west sides of the site. The business park design avoided and/or minimized wetland impacts by separating the buildings/parking with stormwater ponds and wetland buffers. There is a wetland in the middle of the site consisting of 0.35 acres that will need to be filled and mitigated. The other wetland impacts are strictly result of Blue Bonnet Drive North extension and the emergency access road to County Road 10 crossings existing wetlands. The total wetland impacts are 0.66 acres and will be mitigated at 2:1 ratio in the northeast corner of the site. The plan has been developed with an intense amount of buffer landscaping and minimal maintenance fence on top of the retaining walls that are located along the west property 20 foot wide buffer to visually minimize the impacts on the existing single family residences to the west. In addition, the buildings A and D along the west property line have finished floor elevations at 976.0 and loading dock elevations at 972.0. The existing elevation along the west property line is approximately 980-984 elevation. The loading docks will be approximately 8-12 feet below the west property line providing a natural visual barrier to the residences. Placing a six foot fence opaque fence on top of the retaining wall results in a visual barrier of 14-18 feet above the first floors of the westerly building. Outlot A is planned to be incorporated into future development when it occurs to the north and west. As part of the PUD Plan/Preliminary plat we are proposing to provide a utility easement within Outlot A located in the northwest corner of the site for a future city well location as requested by the city engineer. All ponding/stormwater features and wetlands will have drainage and utility easements over these areas. There will be covenants/agreements for the entire business park to maintain: • private park amenities • business park entrance monuments • private trail system • stormwater ponding systems which serve multiple facilities The business park incorporates a public street (Blue Bonnet Drive North) that enters the park from Larkin Road directly across from the existing Blue Bonnet Drive. Larkin Road will be improved with a right turn lane, a left merge lane, and an eastbound by-pass lane at the site entrance. Blue Bonnet Drive North extends approximately halfway through the site ending in a temporary cul-de-sac. Blue Bonnet Drive North will be serving all five of the proposed buildings will full access. No driveways are proposed to access directly off Larkin Road. The north building will have an emergency vehicle access to/from County Road 10/50. We understand that the city eventually will extend Blue Bonnet Drive North to connect to County Road 10/50 farther west of this property. The preliminary plan provides the right-of- way dedication for the Blue Bonnet Drive North to be connected to the property line at the northwest of this site. A temporary cul-de-sac meeting city standard will be installed at the end of the temporary end of the street. Temporary easements will be provided around the temporary cul-de-sac until it is extended. This site is constrained by the existence of high-pressure natural gas pipeline running east/west across the southern part of the site approximately 369 feet from Larkin Road. Our discussion with Northern Natural Gas, we learned that they do not support relocating the line and any request to move it will be cost prohibitive. The gas main runs parallel to Larkin Road location which severely restricts the widths of the two (A & B) buildings that are next to Larkin Road. Fronting the buildings along Larkin Road with the loading docks located on the north side of the building places the gas line easement just off the back loading area of the southerly buildings. Northern Natural Gas has informed us that we are extremely limited on changing the existing ground elevation within the 50 foot gas easement. In order to construct the loading docks parallel to the gas main, we will need to build retaining walls to support the adjacent loading area and parking lots. Per the city’s request we are also providing a five (5) foot drainage and utility easement on each side of the 50 foot pipeline easement resulting in a 60 foot overall easement. We are incorporating the flexibility of the PUD to use a 20 foot parking setback from the public rights-of- ways on Larkin Road and Blue Bonnet Drive North. The typical 50 foot front parking setback results in a building width that cannot support an industry standard building with loading docks and required employee parking. The building setbacks will meet the I-1 zoning typical requirements. The plan providing enhancement landscaping along Larkin Road and Blue Bonnet Drive North to provide a visual buffer to the public roads. We plan on a phased approach for the development of the site. Phasing the site will help to distribute the upfront costs and carry a reasonable amount of site improvement costs. We plan to build Building B (southeast lot) first with enough of Blue Bonnet Drive North built to service Building B and Building A. In addition, we will extend the existing sewer and water line to the south of the site as needed. We propose to commit to constructing Building B as soon as possible while marketing the Building A site as a build to suit for a light industrial company. Based on current market demands, it is anticipated that the overall development should be completed by end of 2028. Corcoran Farms Parking Narrative The proposed site plan is anticipated to be a highly successful plan that will accommodate the largest variety of industrial companies in the near future and for many years to come. Many of the industrial parks that have been built across the Twin Cities are consistently near full occupancy today in part due to a very strong industrial market of only 3.5% vacancy, but also due to their design which incorporates building depths and parking ratios very similar to what is proposed at Corcoran Farms. An example of successful design is Plymouth Ponds in Plymouth a 700,000 square foot industrial park built on 60.05 acres, the park has been consistently fully leased over it’s time, and design has helped it succeed. The land at Corcoran Farms has unique challenges that heavily influenced the outcome of the buildings that are being presented and planned. First, the natural gas pipeline that hugs the west property line and then cuts across the entire site from west to east, defined the depth of the sites south of this easement. Second, the required alignment of Blue Bonnet Drive created a north south definition of the road which created a limit to the width of Buildings A and D, which resulted in the depth and width of Building C. The 4 southerly buildings (A-D) fit in the southern main rectangle of the site so that the land is fully utilized. Site E to the north is also designed to create an optimal fit for the shape of the land that is buildable while preserving the wetlands and the significant slopes that drop to them. Ed Farr Architects, our architect for the project, has designed numerous industrial parks over the years and is currently working on several new parks around the Twin Cities, and Ed feels the optimal ratio of parking stalls per 1,000 square feet of space is 1.5 stalls. All buildings shown on the revised plans meet or exceed 20% office ratios and are improved over the earlier design. Buildings A-D ratios range from 23.6% up to 27%. Buildings A and B as conceptually drawn for this PUD are at 2.1/1000 which is well in excess of the standard, Building C is 1.8/1,000, Building D is 1.9/1,000, and Building E is at 1.56/1,000. We are also showing an example of how a building can be modified to support a company that may need 50% office finish or greater (see included attachment). These types of companies represent a small sub-set of users, and they need very little shipping access and by reducing the back areas for trucks and replacing it with parking, this has proven to be a solution at other business parks. Designing buildings the way we have designed Corcoran Farms will be the most successful, as compared to designing to accommodate only one subset of the market such as high tech or medical manufacturing which are classified as “office showroom”, and offer larger parking fields but lose functionality due to their shallow building depths, will only serve that one segment and therefore, is not a highest and best use of the property. In summary, the buildings are designed with parking and other features to offer flexibility to accommodate higher finish users if needed, and will be highly desirable to the widest variety of companies across the market spectrum so that they fill faster, stay occupied longer, and prove to be a great asset to the City of Corcoran long term. A1 2 A1 3 A1 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 A B C D 35' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 35' - 0" 710' - 0"50' - 0" 50' - 0" 50' - 0"DRIVE-INDRIVE-INDRIVE-INDRIVE-INDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTELECTRICALWATER BUILDING B 105,830 SF CANOPY ABOVE150' - 0"PROTOTYPE PROOF OF PARKING CONFIGURATION FOR ANY BUILIDNG WITH HIGHER OFFICE OR MANUFACTURING USE. NSCALE IN FEET 0 100 200 LOUCKS W:\2021\21442\CADD DATA\SURVEY\_dwg Sheet Files\21442-PPLATPlotted: 07 /19 / 2022 10:35 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION CORCORAN FARM BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 PRELIMINARY PLAT C1.0 SITE 07/15/22 SURVEY ISSUED LEGEND STORM SEWER SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 53642" CONCRETE OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE SIGN BARBED WIRE FENCE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL UTILITY MANHOLE YARD LIGHT GUY WIRE MAILBOX GUARD POST MONITORING WELL FLARED END SECTION CAST IRON MONUMENT PAVERS WATER LINE FUEL TANK/PUMP SERVICE CLEANOUT SPLIT RAIL FENCE WETLAND AS DELINEATED BY KJOLHAUG ON AUGUST 26, 2021. POWER POLE FOUND HENNEPIN COUNTY CONTOUR Tracts A, C and H, Registered Land Survey No. 1657, Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 1444050 Torrens Property LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. Prepared July 15, 2022. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 20130 Larkin Road Corcoran, Minnesota 55340. 3. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 4. Topography shown hereon is per LiDAR data (NAVD88) obtained from the Minnesota Department of Natural Resources on September 24, 2021. 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map Nos. 27053C0158F & 27053C0156F, Community Panel Nos. 270155 0158 F & 270155 0156 F, respectively, effective date of November 4, 2016. 6. The field work was completed on August 19, 2021. OWNER/DEVELOPER: Lee & Associates 5353 Gamble Drive, Suite 106 Minneapolis, MN 55416 952-955-4400 Zoning: BP (Business Park) ZONING INFORMATION Overall Areas: County Road No. 50 = 5,709 +/- square feet or 0.13 +/- acres Larkin Road = 67,268 +/- square feet or 1.54 +/- acres Blue Bonnet Dr.= 83,217 +/- square feet or 1.91 +/- acres Total Right of Way Dedication = 156,194 +/- square feet or 3.58 +/- acres Lot Areas: Lot 1, Block 1 = 1,349,548 +/- square feet or 31.01 +/- acres Lot 2, Block 1 = 459,710 +/- square feet or 10.55 +/- acres Lot 3, Block 1 = 364,546 +/- square feet or 8.36 +/- acres Lot 1, Block 2 = 384,656 +/- square feet or 8.83 +/- acres Lot 2, Block 2 = 251,389 +/- square feet or 5.77 +/- acres Outlot A = 98,794 +/- square feet or 2.26 +/- acres Outlot B = 141,114 +/- square feet or 3.07 +/- acres Total Property = 3,064,837 +/- square feet or 70.36 +/- acres Net Property = 2,908,643 +/- square feet or 66.78 +/- acres SITE DATA License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Project Lead Drawn By Checked By Loucks Project No. Minnesota. Jared J. Averbeck - PLS 53642 21442 JJA KMM JJA CMS 07/15/22 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) R40 722.0 148.5 120.0 652.0 257.0 209.0 433.5 475.2 150.0 260.0 503.0 220.0 120.0 50.0 18.0 120.0 120.0 32.0 18.0 120.0 24.024.0 24.0 24.0 24.0 24.0 18.0 24.0 18.0 18.0 24.0 18.0 18.018.018.0 18.0 24.0 18.0 18.0 120.0 BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147 BUILDING C FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=164,390 PARKING STALLS=298BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 BUILDING E FFE=974.00 LOADING DOCK=970.00 SQUARE FOOTAGE=262,520 PARKING STALLS=409 75TH AVENUE NORTH AUGER AVENUE PROPOSED WETLAND MITIGATION AREA 42,240 SF POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00 POND 2 HWL=965.33 NWL=960.00 20,379 SF POND 2 HWL=965.33 NWL=960.00 EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON EMERGENCY ENTRANCE DRIVE LOADING DOCK LOADING DOCK LOADING DOCK LOADING DOCK RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING LOADING DOCK AND EMPLOYEE ACCESS 20' PARKING SETBACK20' PARKING SETBACK L0T LINE L0T LINE 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL PARKING STALLS=225 10% OFFICE=54 STALLS 90% WAREHOUSE=64 STALLS 20% OFFICE=107 STALLS 80% WAREHOUSE=57 STALLS PARKING STALLS=147 10% OFFICE=36 STALLS 90% WAREHOUSE=43 STALLS 20% OFFICE=71 STALLS 80% WAREHOUSE=38 STALLS PARKING STALLS=170 10% OFFICE=43 STALLS 90% WAREHOUSE=52 STALLS 20% OFFICE=86 STALLS 80% WAREHOUSE=46 STALLS PARKING STALLS=298 10% OFFICE=83 STALLS 90% WAREHOUSE=99 STALLS 20% OFFICE=165 STALLS 80% WAREHOUSE=88 STALLS RETAINING WALL (SEE GRADING PLAN FOR DETAIL) L0T LINE L0T LINE PARKING STALLS=409 10% OFFICE=132 STALLS 90% WAREHOUSE=158 STALLS 20% OFFICE=263 STALLS 80% WAREHOUSE=140 STALLS PROPOSED ROW TEMPORARY CUL-DE-SAC LOADING DOCK ACCESS 300' SHORELAND OVERLAY LIMIT 300' SHORELAND OVERLAY LIMIT 300' SHORELAND OVERLAY LIMIT L0T LINE TRAILER PARKING LOADING DOCK LOADING DOCK LOADING DOCK LOADING DOCKLOADING DOCK LOADING DOCK 32.0 24.0 24.0 9.0 24.0 24.0 18.0 24.0 36.0 18.0 24.0 18.0 32.0 18.0 24.0 9.0 120.0 24.024.0 36.0 F-F 36.0 F-F 36.0 F-F 24.0 31.331.3 31.4 24.0 36.0 24.5 24.0 24.0 24.0 32.0 RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 50 58 10 16 13 24 15 6 34 26 23 13 10 16 87 30 17 30 22 29 77 28 20 68 14 33 30 84 40 27 28 28 28 13 29 R40 R40R40 R15R15 R15 R15 R15R15 R15R15 R15R15 R15 R15 R24 R24 R282 R60 R92 R15 R12 R25 R12 R12R12 R12R12 R12R12R12R12 61.0 118.5 32.0 R25 R25 R25 R25 EXISTING GAS EASEMENT EXISTING GAS EASEMENT R11R11R11R11 R11R11 R11 R11 R11 R11 R12 R12 R25R15 R46 R120 R120 R96 R25R25 60.0 18.0 24.0 18.0 24.0 20.0 20.7 20.0 10.0 20.0 20' TRAIL EASEMENT 20' TRAIL EASEMENT HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY BITUMINOUS (SEE DETAIL) R/W 80.0 HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B618 CURB & GUTTER B612 CURB & GUTTER CONCRETE SIDEWALK CONCRETE SIDEWALK 6' BITUMINOUS TRAIL 32.0 6.0 BITUMINOUS TRAIL 6' CONCRETE SIDEWALK 20' WETLAND BUFFER 20' WETLAND BUFFER 20' WETLAND BUFFER 20' WETLAND BUFFER PROPOSED EMPLOYEE AMMENITY SPACE PROPOSED EMPLOYEE AMMENITY RIGHT TURN LANE 5' D&U EASEMENT DRAINAGE & UTILITY EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT B612 CURB & GUTTER D&U EASEMENT 5' D&U EASEMENT D&U EASEMENT (STORMWATER BASIN) D&U EASEMENT D&U EASEMENT D&U EASEMENT BY-PASS LANE EXIT WESTBOUND MERGE LANE 100.0 F-F RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 18.0 24.0 9.0 6' PRIVACY FENCE AT RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 30 36 321722 22 36.0 F-F INSTALL EMERGENCY ACCESS GATE 10 12 11 INSTALL EMERGENCY ACCESS GATE R/W 80.0 36' TALL SCREENING WALL TO MATCH BUILDING FACADE 36' TALL SCREENING WALL TO MATCH BUILDING FACADE EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL FUTURE CITY WELL SITE EXISTING EASEMENT 20.1 20.0 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT 12.0 12.0 10.0 12.0 50.0 214.5 20.0 12' STORMWATER MAINTENANCE ACCESS 12' STORMWATER MAINTENANCE ACCESS 12' STORMWATER MAINTENANCE ACCESS LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 08 /31 / 2022 7:54 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 12/18/20 12/18/20 SEE TITLE SHEET NOT F O R CONS T R U C TI O N N SCALE IN FEET 0 100 200 1. ALL PAVING, AND CONCRETE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 4. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS. 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10. SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. 11. AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY COMPACTION METHOD. SITE NOTES GENERAL NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. OVERALL SITE PLAN C2-1  23 CIVIL LEGEND NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. CONCRETE PAVEMENTS PAVEMENT TYPES ZONING:PUD PROPERTY AREA:70.36 AC DISTURBED AREA:56.89 AC EXISTING IMPERVIOUS AREA: 7.205 AC (10.20%) EXISTING IMPERVIOUS AREA: 1.024 AC (1.45%) (EXCLUDING WETLANDS) PROPOSED IMPERVIOUS AREA: 52.041 AC (73.96%) PROPOSED IMPERVIOUS AREA: 41.538 AC (57.62%) (EXCLUDING WETLANDS & PONDS SITE DATA HEAVY DUTY BITUMINOUS PAVEMENT HEAVY DUTY CONCRETE PAVEMENT 260.0 503.0 220.0 120.0 50.0 18.0 120.0 120.0 32.0 18.0 18.0 24.0 18.0 BUILDING E FFE=974.00 LOADING DOCK=970.00 SQUARE FOOTAGE=262,520 PARKING STALLS=409 75TH AVENUE NORTH AUGER AVENUE POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00 POND 2 HWL=965.33 NWL=960.00 LOADING DOCK LOADING DOCK EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING LOADING DOCK AND EMPLOYEE ACCESS L0T LINE 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL PARKING STALLS=409 10% OFFICE=132 STALLS 90% WAREHOUSE=158 STALLS 20% OFFICE=263 STALLS 80% WAREHOUSE=140 STALLS 300' SHORELAND OVERLAY LIMIT 300' SHORELAND OVERLAY LIMIT TRAILER PARKING 32.0 24.0 9.0 24.0 24.0 18.0 24.0 36.0 18.0 24.0 18.0 32.0 24.5 32.0 29 77 28 20 68 33 30 84 40 27 28 28 28 13 29 R24 R24 R282 R60 R92 R15 R12 R25 R11 R11 R12 R12 R25R15 R46 R120 20.0 20' TRAIL EASEMENT HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE B612 CURB & GUTTER B612 CURB & GUTTER 6.0 BITUMINOUS TRAIL 20' WETLAND BUFFER 20' WETLAND BUFFER 20' WETLAND BUFFER PROPOSED EMPLOYEE AMMENITY D&U EASEMENT 5' D&U EASEMENT D&U EASEMENT (STORMWATER BASIN) D&U EASEMENT D&U EASEMENT 36 INSTALL EMERGENCY ACCESS GATE 10 12 11 FUTURE CITY WELL SITE 12.0 12.0 10.0 12.0 50.0 214.5 20.0 12' STORMWATER MAINTENANCE ACCESS 12' STORMWATER MAINTENANCE ACCESS N SCALE IN FEET 0 50 100 LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 08 /31 / 2022 7:35 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 12/18/20 12/18/20 SEE TITLE SHEET NOT F O R CONS T R U C TI O N SITE PLAN NORTHSIDE C2-2  23 CIVIL LEGEND R40 722.0 148.5 120.0 652.0 257.0 209.0 260.0 32.0 18.0 120.0 24.024.0 24.0 24.0 24.0 18.0 24.0 18.0 18.018.018.0 18.0 24.0 18.0 18.0 BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 BUILDING C FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=164,390 PARKING STALLS=298 75TH AVENUE NORTH POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00 POND 2 HWL=965.33 NWL=960.00 POND 2 HWL=965.33 NWL=960.00 EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON LOADING DOCK RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING LOADING DOCK AND EMPLOYEE ACCESS 20' PARKING SETBACK L0T LINE 10' BITUMINOUS TRAIL 10' BITUMINOUS TRAIL PARKING STALLS=225 10% OFFICE=54 STALLS 90% WAREHOUSE=64 STALLS 20% OFFICE=107 STALLS 80% WAREHOUSE=57 STALLS PARKING STALLS=147 10% OFFICE=36 STALLS 90% WAREHOUSE=43 STALLS 20% OFFICE=71 STALLS 80% WAREHOUSE=38 STALLS PARKING STALLS=298 10% OFFICE=83 STALLS 90% WAREHOUSE=99 STALLS 20% OFFICE=165 STALLS 80% WAREHOUSE=88 STALLS LOADING DOCK ACCESS 300' SHORELAND OVERLAY LIMIT 300' SHORELAND OVERLAY LIMIT L0T LINE LOADING DOCK LOADING DOCK LOADING DOCK LOADING DOCKLOADING DOCK 32.0 18.0 24.0 9.0 120.0 24.024.0 36.0 F-F 36.0 F-F 36.0 F-F 24.0 31.331.3 31.4 24.5 24.0 24.0 32.0 50 58 10 16 13 34 26 23 13 10 16 87 30 17 30 22 29 77 28 20 68 14 33 30 84 R40 R40R40 R15R15 R15 R15 R15R15 R15R15 R15R15 R15 R15 R24 R24 R282 R60 R92 R15 R12 R25 R12 R12R12 R12R12 R12R12R12R12 61.0 R25 R25 EXISTING GAS EASEMENT R11R11 R11 R11 R12 20.0 20' TRAIL EASEMENT HEAVY DUTY BITUMINOUS (SEE DETAIL) R/W 80.0 HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B618 CURB & GUTTER B612 CURB & GUTTER CONCRETE SIDEWALK CONCRETE SIDEWALK 6' BITUMINOUS TRAIL 32.0 6.0 BITUMINOUS TRAIL RIGHT TURN LANE DRAINAGE & UTILITY EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT D&U EASEMENT 5' D&U EASEMENT D&U EASEMENT BY-PASS LANE EXIT WESTBOUND MERGE LANE 18.0 24.0 9.0 4' SAFETY FENCE ON RETAINING WALL 303217 36.0 F-F 11 EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL 20.1 DRAINAGE & UTILITY EASEMENT 12.0 12.0 10.0 12.0 20.0 12' STORMWATER MAINTENANCE ACCESS 12' STORMWATER MAINTENANCE ACCESS N SCALE IN FEET 0 50 100 LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 08 /31 / 2022 7:35 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 12/18/20 12/18/20 SEE TITLE SHEET NOT F O R CONS T R U C TI O N SITE PLAN SOUTHEAST SIDE C2-3  23 CIVIL LEGEND R40 209.0 433.5 475.2 150.0 24.024.0 24.0 24.0 24.0 24.0 18.0 24.0 18.0 18.018.018.0 18.0 24.0 18.0 18.0 120.0 BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147 BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00 EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON LOADING DOCK LOADING DOCK RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING LOADING DOCK AND EMPLOYEE ACCESS 20' PARKING SETBACK L0T LINE PARKING STALLS=147 10% OFFICE=36 STALLS 90% WAREHOUSE=43 STALLS 20% OFFICE=71 STALLS 80% WAREHOUSE=38 STALLS PARKING STALLS=170 10% OFFICE=43 STALLS 90% WAREHOUSE=52 STALLS 20% OFFICE=86 STALLS 80% WAREHOUSE=46 STALLS RETAINING WALL (SEE GRADING PLAN FOR DETAIL) L0T LINE L0T LINE PROPOSED ROW TEMPORARY CUL-DE-SAC LOADING DOCK ACCESS L0T LINE LOADING DOCK LOADING DOCKLOADING DOCK LOADING DOCK 18.0 24.0 18.0 32.0 120.0 24.024.0 36.0 F-F 36.0 F-F 36.0 F-F 24.0 31.331.3 31.4 24.0 36.0 24.5 24.0 24.0 24.0 32.0 RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 50 58 10 16 13 24 15 6 34 26 23 13 10 16 87 77 28 20 68 14 30 40 R40 R40R40 R15R15 R15 R15 R15R15 R15R15 R15R15 R15 R15 R24 R24 R282 R60 R92 R15 R12 R12 R12R12 R12R12 61.0 118.5 32.0 R25 R25 EXISTING GAS EASEMENT EXISTING GAS EASEMENT R11R11 R11R11 60.0 18.0 24.0 18.0 24.0 20.0 20.7 HEAVY DUTY BITUMINOUS (SEE DETAIL) R/W 80.0 HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B618 CURB & GUTTER B612 CURB & GUTTER CONCRETE SIDEWALK CONCRETE SIDEWALK 6.0 6' CONCRETE SIDEWALK 20' WETLAND BUFFER 20' WETLAND BUFFER PROPOSED EMPLOYEE AMMENITY SPACE RIGHT TURN LANE 5' D&U EASEMENT DRAINAGE & UTILITY EASEMENT 10' D&U EASEMENT B612 CURB & GUTTER BY-PASS LANE EXIT WESTBOUND MERGE LANE 100.0 F-F RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 6' PRIVACY FENCE AT RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 1722 22 36.0 F-F R/W 80.0 36' TALL SCREENING WALL TO MATCH BUILDING FACADE 36' TALL SCREENING WALL TO MATCH BUILDING FACADE EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL FUTURE CITY WELL SITE 20.0 DRAINAGE & UTILITY EASEMENT 12.0 12' STORMWATER MAINTENANCE ACCESS N SCALE IN FEET 0 50 100 LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 08 /31 / 2022 7:35 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 12/18/20 12/18/20 SEE TITLE SHEET NOT F O R CONS T R U C TI O N SITE PLAN SOUTHWEST SIDE C2-4  23 CIVIL LEGEND A1 2 A1 3 A1 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 A B C D 41' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 41' - 0" 722' - 0"50' - 0" 50' - 0" 44' - 0"DRIVE-INDRIVE-INDRIVE-INDRIVE-INDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTKNOCK-OUTELECTRICALWATER BUILDING B 107,630 SF CANOPY ABOVE144' - 0"VIEW 1 VIEW 2 T/PRECAST 136' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 553 67 8 T/PRECAST 136' -0" FLOOR 1 100' -0" 12345678910111213141516171819 1 2679 1011 1213 141510 14 16 A B C D 9 3 4 5 6 Sheet Title Project Number Sheet Number Issued For Date Location Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 7/12/2022 1:12:02 PMA122.054 Building B Corcoran Farms Business Park Building B Corcoran, MN Lee & Associates 5335 Gamble Dr, Suite 106 Minneapolis,MN 55416 Date 16362 XXX SCALE:1" = 30'-0"A1 1 FLOOR PLAN BUILDING B PUD 07/19/2022 SCALE:1" = 30'-0"A1 2 SOUTH ELEVATION BUILDING B SCALE:1" = 30'-0"A1 3 NORTH ELEVATION BUILDING B SCALE:1" = 30'-0"A1 4 WEST ELEVATION BUILDING B (EAST SIM) 0'15'30' 60'0'15'30' 60' 0'15'30' 60' 0'15'30' 60' N ELEVATION NOTES 1 PRECAST PANELS SMOOTH PAINTED - OFF WHITE 2 PRECAST PANELS SMOOTH PAINTED - MEDIUM GRAY 3 METAL CANOPY 4 ALUMINUM STOREFRONT FRAMING 5 DOWNSPOUT 6 PREFINISHED METAL COPING 7 REVEALS 8 ALUMINUM GLASS ENTRY DOORS ELEVATION NOTES 9 CLERESTORY WINDOW 10 12' x 14' SECTIONAL DRIVE-IN DOOR 11 9' x 10' SECTIONAL DOCK DOOR WITH DOCK SEAL 12 DOCK LEVELER 13 METAL DOCK STAIRS 14 BOLLARD 15 HOLLOW METAL DOOR AND FRAME 16 KNOCK-OUT PANEL VIEW 1 - PARK ENTRANCE BETWEEN BUILDINGS A AND B VIEW 2 - BUILDING B SOUTHEAST CORNER T/PRECAST 140' -0" FLOOR 1 100' -0" 1234567891011121314 1 2 3 4 5 67 8 5 3 3 A2 3 A2 1 A2 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F 51' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"51' - 0" 652' - 0"DRIVE-INDRIVE-INDRIVE-INDRIVE-INKNOCK-OUTDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTDOCK DOORDOCK DOORKNOCK-OUTKNOCK-OUTDOCK DOORDOCK DOORBUILDNG C 167,058 SF WATERELECTRICAL CANOPY ABOVE 60' - 0" 50' - 0" 49' - 0" 49' - 0" 49' - 0"257' - 0"VIEW 1 VIEW 2 T/PRECAST 140' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 10 9 15 12 11 1213 14101516 A B C D E F 9 15 12 3 45 6 Sheet Title Project Number Sheet Number Issued For Date Location Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 7/12/2022 1:13:51 PMA222.055 Building C Corcoran Farms Business Park Building C Corcoran, MN Lee & Associates 5335 Gamble Dr, Suite 106 Minneapolis, MN 55416 Date 16362 EAF PUD 07/19/2022 SCALE:1" = 30'-0"A2 1 NORTH ELEVATION BUILDING C SCALE:1" = 30'-0"A2 2 FLOOR PLAN BUILDING C SCALE:1" = 30'-0"A2 3 SOUTH ELEVATION BUILDING C SCALE: 1" = 30'-0"A2 4 WEST ELEVATION BUILDING C (EAST SIM) ELEVATION NOTES 1 PRECAST PANELS SMOOTH PAINTED - OFF WHITE 2 PRECAST PANELS SMOOTH PAINTED - MEDIUM GRAY 3 METAL CANOPY 4 ALUMINUM STOREFRONT FRAMING 5 DOWNSPOUT 6 PREFINISHED METAL COPING 7 PRECAST REVEALS 8 ALUMINUM GLASS ENTRY DOORS ELEVATION NOTES 9 CLERESTORY WINDOW 10 12' x 14' SECTIONAL DRIVE-IN DOOR 11 9' x 10' SECTINAL DOCK DOOR WITH DOCK SEAL 12 DOCK LEVELER 13 METAL DOCK STAIRS 14 BOLLARD 15 HOLLOW METAL DOOR AND FRAME 16 KNOCK-OUT PANEL 0'15'30' 60' N 0'15'30' 60'0'15'30' 60' 0'15'30' 60' VIEW 2 - BUILDING C NORTHEAST CORNERVIEW 1 - BUILDING C TENANT ENTRY  BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147  2 BS 1 IH 1 IH 3 AP 5 BL 5 BL 3 AP 7 AB 7 AB 20 SSD 2 PRC 9 SJ 13 BLS 11 SJ 17 BLS 22 FG 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 19 GF 13 BLS 9 SJ 2 PRC 3 BS 5 CSP 3 BS 7 GF 3 SSC 6 MTP 13 FG 21 SSD 3 SSC 21 SSD 5 MTP 13 FG 27 RGD 24 SG 47 RGD 1 IH 2 BS 3 BS 11 BLS 13 FG 20 SSD 2 BS 3 BS GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 529,480 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 35,918 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 13,871 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 157,977 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /29 / 2022 3:14 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N LANDSCAPE PLAN - BUILDING A L2-2 N SCALE IN FEET 0 30 60PROPERTY BOUNDARYMATCHLINE TO LANDSCAPE PLAN - BUILDING D - SHEET L2-5 PROPERTY BOUNDARY GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL EDGING EDGING EDGING EDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING B - SHEET L2-3NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTESEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 RETAINING WALL SEE CIVIL A A' B B' SECTION A-A'SECTION B-B'PROPERTY LINEPROPERTY LINEEDGI N G E D G I N G 286'160' 1012.0 972.0972.0 979.0+_ 1012.0 TW 984.4 BW 974.4 985.0+_ 972.0 RETAINING WALL / RAILING 977 976 N SCALE IN FEET 0 100 200 LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 TREE INVENTORYPlotted: 08 /30 / 2022 3:18 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N TREE INVENTORY PLAN L1-1TREE INVENTORY PLAN TREE PROTECTION LOUCKS SCALE: 1/4" = 1'-0"Tree Protection.dwg4'-0"EXISTING GRADE TREE PROTECTION NOTE: INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN 1 SIGNIFICANT TREE TO BE SAVED SIGNIFICANT TREE TO BE REMOVED LEGEND TREE PROTECTION FENCE SEE DETAILPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING TREE INVENTORY TOTAL SIGNIFICANT TREES TREES TO REMAIN TREES TO BE REMOVED 104 18 86 X X X X XXXX P XX XX XX X XX XXX P TREE PROTECTION FENCE SEE DETAILXP PROPERTY BOUNDARY PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYP X X XX TREE PROTECTION FENCE SEE DETAIL TREE PROTECTION FENCE SEE DETAIL P P P Tree #Species DBH Condition Stems Disposition 1 Maple, silver 30.0 Fair 1 Removed 2 Maple, silver 54.0 Fair 1 Removed 3 Maple, silver 30.0 Fair 10 Removed 4 Spruce, white 21.5 Fair 1 Removed 5 Maple, silver 33.0 Fair 1 Removed 6 Spruce, white 11.0 Fair 1 Removed 7 Willow 45.0 Poor 6 Removed 8 Elm, American 8.5 Fair 1 Removed 9 Boxelder 9.0 Fair 2 Removed 10 Maple, silver 20.0 Fair 1 Removed 11 Maple, silver 8.0 Good 1 Removed 12 Crabapple 15.0 Fair 1 Removed 13 Maple, silver 17.0 Good 1 Off-Site 14 Maple, silver 11.5 Fair 1 Removed 15 Ash, green 12.0 Fair 1 Removed 16 Ash, green 15.0 Good 1 Removed 17 Ash, green 21.0 Good 1 Removed 18 Boxelder 26.0 Fair 1 Removed 19 Boxelder 30.0 Fair 3 Removed 20 Mountainash 12.0 Fair 1 Removed 21 Boxelder 15.0 Fair 1 Removed 22 Boxelder 8.0 Good 1 Removed 23 Maple, silver 8.5 Good 1 Removed 24 Elm, American 12.0 Good 1 Removed 25 Elm, American 14.0 Good 1 Removed 26 Boxelder 12.0 Good 1 Removed 27 Ash, green 18.0 Good 1 Removed 28 Boxelder 16.0 Fair 2 Removed 29 Spruce, white 15.5 Fair 1 Removed 30 Elm, American 9.5 Good 1 Removed 31 Elm, American 9.5 Good 1 Removed 32 Ash, green 9.5 Good 1 Removed 33 Ash, green 8.0 Good 1 Removed 34 Elm, American 16.0 Good 1 Removed 35 Spruce, white 10.0 Poor 1 Removed 36 Ash, green 9.5 Good 1 Removed 37 Boxelder 14.0 Good 1 Removed 38 Pine, red 11.5 Fair 1 Removed 39 Spruce, white 12.5 Poor 1 Removed 40 Spruce, white 13.5 Poor 1 Removed 41 Pine, red 17.5 Fair 2 Removed 42 Pine, red 15.0 Good 1 Removed 43 Ash, green 10.0 Fair 1 Removed 44 Spruce, white 9.5 Poor 1 Removed 45 Pine, red 14.0 Good 1 Removed 46 Ash, green 8.5 Good 1 Removed 47 Ash, green 11.0 Fair 1 Removed 48 Pine, red 13.0 Good 1 Removed 49 Spruce, white 8.5 Poor 1 Removed 50 Oak, bur 32.0 Good 1 Removed 51 Spruce, white 8.5 Poor 1 Removed 52 Maple, silver 27.0 Poor 1 Removed 53 Pine, red 14.5 Good 1 Removed 54 Pine, red 10.5 Good 1 Removed 55 Spruce, white 14.5 Fair 1 Removed 56 Spruce, white 15.0 Fair 1 Removed 57 Ash, green 12.0 Fair 1 Removed 58 Spruce, white 17.0 Poor 1 Removed 59 Maple, silver 13.5 Fair 2 Removed 60 Maple, silver 9.0 Good 1 Removed 61 Maple, silver 23.0 Fair 2 Removed 62 Ash, green 10.0 Good 1 Removed 63 Boxelder 29.5 Fair 2 Removed 64 Ash, green 8.5 Fair 1 Removed 65 Hackberry 9.0 Good 1 Removed 66 Boxelder 8.0 Good 1 Removed 67 Elm, American 12.0 Good 1 Removed 68 Elm, American 8.0 Good 1 Saved 69 Elm, American 8.5 Good 1 Saved 70 Crabapple 11.0 Fair 1 Saved 71 Elm, American 10.0 Fair 1 Removed 72 Spruce, blue 12.0 Good 1 Saved 73 Spruce, white 8.0 Fair 1 Off-Site 74 Ash, green 16.0 Good 1 Off-Site 75 Boxelder 8.5 Good 1 Saved 76 Boxelder 9.0 Good 1 Saved 77 Pine, Scots 10.0 Good 1 Saved 78 Spruce, white 10.0 Fair 1 Saved 79 Spruce, blue 10.0 Fair 1 Saved 80 Spruce, blue 11.0 Good 1 Saved 81 Pine, white 18.0 Good 1 Removed 82 Pine, white 17.0 Good 1 Removed 83 Pine, white 16.0 Good 1 Removed 84 Oak, bur 45.0 Good 1 Saved 85 Oak, bur 35.5 Good 1 Removed 86 Spruce, white 8.0 Good 1 Removed 87 Ash, green 9.5 Good 1 Removed 88 Elm, American 12.5 Poor 1 Removed 89 Ash, green 16.0 Good 1 Removed 90 Elm, American 15.0 Good 1 Removed 91 Ash, green 11.0 Fair 1 Saved 92 Ash, green 10.0 Fair 1 Removed 93 Elm, American 8.0 Good 1 Removed 94 Elm, American 12.0 Good 1 Removed 95 Ash, green 9.5 Good 1 Removed 96 Elm, American 13.5 Good 1 Removed 97 Cherry, black 14.5 Good 1 Removed 98 Elm, American 24.0 Good 2 Removed 99 Elm, American 8.5 Good 1 Removed 100 Willow 36.0 Good 1 Saved 101 Boxelder 13.0 Good 2 Saved 102 Boxelder 13.5 Fair 1 Saved 103 Boxelder 17.0 Fair 1 Saved 104 Elm, American 9.0 Good 1 Removed 105 Elm, American 8.5 Good 1 Removed 106 Redcedar 8.0 Good 1 Saved 107 Ash, green 12.0 Good 1 Saved REMOVE TREES S SIGNIFICANT TREE TO BE PROTECTED - SEE DETAILP S S S SS S SS P X       977 976 DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AB 41 AUTUMN BLAZE MAPLE Acer freemanii `Autumn Blaze`B & B 2.5"Cal BL 27 BOULEVARD LINDEN Tilia americana `Boulevard`B & B 2.5"Cal BO 8 BURR OAK Quercus macrocarpa B & B 2.5"Cal CH 10 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal GL 7 GREENSPIRE LINDEN Tilia cordata `Greenspire`B & B 2.5"Cal IH 32 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal NP 22 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal QA 48 QUAKING ASPEN Populus tremuloides 25 gal RB 47 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 64 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal QB 18 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AP 54 AUSTRIAN PINE FULL FORM Pinus nigra B & B 6` HGT BS 55 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT CSP 18 COLORADO SPRUCE Picea pungens B & B 6` HGT MTP 12 MUGO TANNENBAUM PINE FULL FORM Pinus mugo 'Tannenbaum'15 gal ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE PRC 76 PRAIRIE ROSE CRABAPPLE Malus x `Prairie Rose`B & B 1.5"Cal SSC 11 SPRING SNOW CRABAPPLE Malus x `Spring Snow`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING BLS 475 BIRCH-LEAF SPIREA Spirea x betulifolia `Tor`5 gal 24" HGT 36" o.c. GF 194 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low` 5 gal 24" SPRD 60" o.c. LPS 331 LITTLE PRINCESS SPIREA Spirea japonica `Little Princess`5 gal 36" o.c. RGD 211 RED GNOME DOGWOOD Cornus alba sibirica `Red Gnome` 5 gal 24" HGT 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING FG 426 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` 1 gal 24" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING SJ 431 SCANDIA JUNIPER Juniperus sabina 'Scandia'5 gal 18" SPRD 48" o.c. SG 74 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING PHO 156 PATRIOT HOSTA Hosta x `Patriot`1 gal 24" o.c. SSD 336 STELLA SUPREME DAYLILY Hemerocallis x `Stella Supreme`1 gal 24" o.c. GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 439,501 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 18,067 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 170,155 sf TURF SOD PLANT SCHEDULE LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 5:24 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N N SCALE IN FEET 0 100 200 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. LANDSCAPE PLAN OVERALL L2-1 PROPERTY BOUNDARY PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING A SHEET L2-2 LANDSCAPE PLAN - BUILDING B SHEET L2-3 LANDSCAPE PLAN - BUILDING C SHEET L2-4 LANDSCAPE PLAN - BUILDING D SHEET L2-5 LANDSCAPE PLAN OVERALL GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND / OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD / SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD / SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED / INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE (1) FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND / OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. LANDSCAPE INSTALLATION: LANDSCAPE PLAN - BUILDING E SHEET L2-6 LANDSCAPE PLAN - NORTH SHEET L2-7 PLANT REQUIREMENTS / QUANTITIES REQUIRED OVERSTORY TREES: 1 TREE / 1,000 SF OF FLOOR AREA 696,613 / 1,000 TOTAL PROPOSED OVERSTORY TREES TOTAL PROPOSED CONIFEROUS TREES TOTAL PROPOSED ORNAMETAL TREES REQUIRED SHRUBS 1 SHRUB PER 1,000 SF OF FLOOR AREA 696,613 / 300 TOTAL SHRUBS 697 324 139 87 2,322 1,716  BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147  2 BS 1 IH 1 IH 3 AP 5 BL 5 BL 3 AP 7 AB 7 AB 2 PRC 9 SJ 17 BLS 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 19 GF 13 BLS 9 SJ 2 PRC 3 BS 5 CSP 3 BS 3 SSC 6 MTP 13 FG 21 SSD 3 SSC 21 SSD 5 MTP 13 FG 27 RGD 24 SG 47 RGD 1 IH 2 BS 3 BS 11 BLS 13 FG 20 SSD 2 BS 3 BS 3 BS 22 FG 7 GF 11 SJ 20 SSD 13 BLS 9 SJ 6 SJ GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 529,480 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 35,918 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 13,871 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 157,977 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 3:22 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N LANDSCAPE PLAN - BUILDING A L2-2 N SCALE IN FEET 0 30 60PROPERTY BOUNDARYMATCHLINE TO LANDSCAPE PLAN - BUILDING D - SHEET L2-5 PROPERTY BOUNDARY GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL EDGING EDGING EDGING EDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING B - SHEET L2-3NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTESEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 RETAINING WALL SEE CIVIL A A' B B' SECTION A-A'SECTION B-B'PROPERTY LINEPROPERTY LINEEDGI N G E D G I N G 286'160' 1012.0 972.0972.0 979.0+_ 1012.0 TW 984.4 BW 974.4 985.0+_ 972.0 RETAINING WALL / RAILING  BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 977 976 1 IH 5 BL 5 BL 2 AP 5 BL 4 AB 2 QB 14 BLS 10 SJ 9 SJ 2 PRC 16 SSD 16 FG 7 BLS 8 SJ 8 SJ 7 BLS 16 FG 16 FG 16 FG14 BLS 9 SJ 2 PRC 16 SSD 7 BLS 8 SJ14 BLS 16 SSD 2 PRC 9 SJ 14 BLS 2 PRC 9 SJ 14 BLS 8 SJ 7 BLS 16 SSD 2 PRC 10 SJ 15 BLS 1 PRC 5 SJ 13 BLS 14 SSD 32 FG 9 GF 3 SSC 13 FG 47 RGD 25 SG 50 RGD 25 SG 40 RGD 2 PRC 11 GF 1 IH 2 BS 10 SSD 3 BS 3 BS 2 AP 3 BS 16 FG 15 BLS 6 SJ GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 529,480 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 35,918 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 13,871 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 157,977 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 3:23 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N N SCALE IN FEET 0 30 60PROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING B L2-3 MATCHLINE TO LANDSCAPE PLAN - BUILDING C - SHEET L2-4 PROPERTY BOUNDARY GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL EDGING EDGING EDGING EDGINGEDGING EDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING A - SHEET L2-2NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES              BUILDING C FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=164,390 PARKING STALLS=298  POND 1 HWL=963.30 NWL=958.00 BOTTOM=952.00 POND 2 HWL=965.11 NWL=960.00       POND 2 HWL=965.11 NWL=960.00 1 IH 4 SSC 3 SGM 3 SGM 3 SGM 3 QA 3 SGM 3 RB 2 SGM 3 RB 3 SGM 3 RB 2 QB 4 RB 3 QA 3 RB 3 QA 4 RB 2 QB 2 BS 4 QA 3 CSP 2 SGM 3 QA 3 AP 4 AP 3 SGM 2 CH 3 QA 2 BO 6 SGM 5 IH 17 GF 8 FG 18 LPS 8 SJ 2 PRC 16 FG 20 PHO 18 LPS 8 SJ 18 LPS 8 SJ 2 PRC 2 PRC 16 FG 20 PHO 18 LPS 8 SJ 18 LPS 8 SJ 2 PRC 2 PRC 18 LPS 8 SJ 2 PRC 16 LPS 7 SJ 25 PHO 2 QB 8 GF 8 GF 1 IH 7 SJ 17 BLS 12 FG16 SSD 14 BLS 9 SJ 2 PRC 2 PRC 20 SSD 9 SJ 14 BLS 12 FG 14 BLS 9 SJ 2 BS 16 GF 1 IH 3 BS3 BS 17 PHO 2 RB 1 QB 2 RB 1 QB 2 RB 15 LPS6 SJ 2 BS 2 SGM GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 439,501 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 18,067 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 170,155 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 5:32 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N PROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING C L2-4 MATCHLINE TO LANDSCAPE PLAN - BUILDING B - SHEET L2-3 MATCHLINE TO LANDSCAPE PLAN - BUILDING E - SHEET L2-6 EDGING EDGING EDGING EDGINGEDGINGEDGINGEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING D - SHEET L2-5NWL - 959.0 HWL - 961.5 WETLAND BUFFER SIGN SEE L3-1 NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES N SCALE IN FEET 0 30 60             BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 POND 1 HWL=961.75 NWL=958.00  2 IH 2 IH 4 QA 1 IH 10 NP 3 CH 9 NP SSC 7 SGM 6 AB 7 GL 11 GF 3 AB 27 FG 16 PHO 9 LPS 41 LPS 2 PRC 8 SJ 8 SJ 2 PRC 20 PHO8 SJ 2 PRC 18 LPS 18 LPS16 FG 1 IH 9 GF 8 SJ 2 PRC 26 LPS 17 GF 3 RB 2 QB 4 RB 3 QB 3 RB 2 QB 2 BS 2 RB 2 BS 3 BS 17 PHO 18 PHO 21 FG 4 LPS 6 SJ GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 529,480 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 35,918 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 13,871 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 157,977 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 3:27 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O NPROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING D L2-5 MATCHLINE TO LANDSCAPE PLAN - BUILDING A - SHEET L2-2 PROPERTY BOUNDARY EDGING EDGING EDGINGEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING C - SHEET L2-4WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES N SCALE IN FEET 0 30 60    BUILDING E FFE=974.00 LOADING DOCK=970.00 SQUARE FOOTAGE=262,520 PARKING STALLS=409 3 AB 4 AP 2 QB 3 RB 4 AP 2 CH3 QA 4 AP 2 QA 3 AB 2 AP 3 QA 4 AP 3 AB 2 CH 2 BO 4 QA 2 QB 7 SGM 2 IH 2 IH 2 IH 3 SGM 4 CSP 5 BS 3 AB 4 AP 3 IH 3 AP 5 IH 3 AP 3 AP 4 QA 2 BO 2 PRC 2 PRC 20 SSD 9 SJ 14 BLS 12 FG 14 BLS 9 SJ 2 PRC 2 PRC 20 SSD 9 SJ 14 BLS 12 FG 14 BLS 9 SJ 2 PRC 2 PRC 20 SSD 9 SJ 14 BLS 12 FG 14 BLS 9 SJ 2 PRC 2 PRC 20 SSD 9 SJ 14 BLS 12 FG 14 BLS 9 SJ 5 SJ 13 BLS 7 SSD 6 FG 9 SJ 14 BLS2 PRC 32 GF 2 BS 3 CSP 3 RB 3 BS 2 QA 3 CSP GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 439,501 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 18,067 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 170,155 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 5:34 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N PROPERTY BOUNDARYPROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING E L2-6MATCHLINE TO LANDSCAPE PLAN - BUILDING C - SHEET L2-4 MATCHLINE TO LANDSCAPE PLAN - NORTH - SHEET L2-7 PROPERTY BOUNDARYEDGINGEDGINGEDGINGEDGINGEDGINGEDGING ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 NWL - 966.0 HWL - 968.5 WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES WETLAND BUFFER SIGN SEE L3-1 N SCALE IN FEET 0 30 60                          PROPOSED WETLAND MITIGATION AREA 42,240 SF 20,379 SF 2 AP 3 SGM 2 BO 2 AP 2 IH 5 3 QA 4 AP 3 QA 4 AP 5 SJ 2 BS 7 SGM GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SEED 1 529,480 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 35,918 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 13,871 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 157,977 sf TURF SODPROPERTY BOUNDARYPROPERTY BOUNDARY LANDSCAPE PLAN - NORTH L2-7 MATCHLINE TO LANDSCAPE PLAN - BUILDING E - SHEET L2-6 NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 08 /30 / 2022 3:28 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 07/15/22 07/15/22 NOT F O R CONS T R U C TI O N N SCALE IN FEET 0 30 60 971 971 971 971971 8:14:197397497397297697 4973972 9 7 1 97 2 9 7 3973969 968 967966 954956957958 959 979.82 982.77 987.81 969.60 TW=978.00 974.06 969.95 968.50978.01 976978 970.76 976.003:1 961962963 961 963 964 972973973973973972971972 971 9609659 5 795895996196296396496 6 9 6 7 9 6 8 9 6 9 969968968969964962959968964963962971972973974 974 974973972971969972973 966 969974 974 974 974 969 969.94964.93 971.16973 97 1 97197298198 3 974 974 974 975.00983.00 975.00 GW=974.40 TW=984.40 GW=972.00 TW=980.00 GW=970.10 TW=970.10 GW=970.00 98398298197 3 9 7 2979 971971 971972973974974 9689679679669669669685.6%3.5%972973973 974 972 973 96 6964964963962963961961961959967968969971972973966967967969968967966967 6:1 5:1 14: 1 226:1 9:1 4 : 1 3.8% 1.8%3:17:1 9:1 5:1 3:1 3:1 3.2 % 3.4 %2.0%2.0%2.0%2.0%3. 8 %2.0%2.0%2.0%2.0%3.9%2.3%2.6%2.9%2 . 5%5:14:110:11 1 : 13.0%2.8%2.7%2.4%2.0%1.9%1.8%2.0%2.0%2.0%2.0%2.0%2.2%2.1%3.6%2.0%2.0%2.0%2.0%3.3% 2.0%3:1 3:1 3:1 2.0% 2.0% 5:1 5:110:17:17:14.4%2.0% 2.0% 2.0% 2.1% 2.0% 2.0% 2.0% 2.0% 1. 1 % 1. 1%9719729 6 9 9669661.8%1.8%2.0%1.8%1.8% 1 .9%1.4%2.8%4.1%1.8%1.8%2.6%GW=968.20TW=970.40 TW=967.98GW=962.84 TW=967.98GW=963.00 TW=971.43GW=965.99 TW=974.70GW=970.00 TW=972.02GW=972.00 GW=968.50TW=970.40 TW=968.24GW=962.53GW=963.00TW=963.00 TW=970.30GW=965.94 GW=971.71TW=977.74 GW=970.11TW=970.10 TW=970.10GW=968.86 TW=968.59GW=968.00 BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147 BUILDING C FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=164,390 PARKING STALLS=298BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 BUILDING E FFE=974.00 LOADING DOCK=970.00 SQUARE FOOTAGE=262,520 PARKING STALLS=409 967958956957956 959 969968971972 TW=973.00 GW=967.00 TW=972.00GW=964.40 TW=973.89GW=963.70 TW=972.31GW=963.50 963.00963.00 75TH AVENUE NORTH AUGER AVENUE 977 976 974 9599 5 89649679639613:1 3:1 3:1 3:19659709629 6 39649 6 6967968969971972960965 970957958959961962963964 966967968969971969968967966 964 963 962 961 956958958PROPOSED WETLAND MITIGATION AREA 42,240 SF 959966.57964.14966.35968.48970.99972.41972.15964.73964.74963.81963.97963.91963.939649669 6 6 POND 1 HWL=961.75 NWL=958.00 POND 2 HWL=966.26 NWL=963.00 POND 3 HWL=965.84 NWL=961.50 20,379 SF     BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147 BUILDING C FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=164,390 PARKING STALLS=298BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 BUILDING E FFE=974.00 LOADING DOCK=970.00 SQUARE FOOTAGE=262,520 PARKING STALLS=409 75TH AVENUE NORTH AUGER AVENUE 977 976  PROPOSED WETLAND MITIGATION AREA 42,240 SF POND 1 HWL=961.75 NWL=958.00 POND 2 HWL=966.26 NWL=963.00 POND 3 HWL=965.84 NWL=961.50  20,379 SF INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL INLET PROTECTION TYP. - SEE DETAIL ROCK CONSTRUCTION ENTRANCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL POST CONSTRUCTION SILT FENCE TYP. - SEE DETAIL POST CONSTRUCTION SILT FENCE TYP. - SEE DETAIL POST CONSTRUCTION SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL DOUBLE ROW SILT FENCE TYP. - SEE DETAIL N SCALE IN FEET 0 100 200 LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C3-5 SWPPPPlotted: 08 /26 / 2022 2:47 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 12/18/20 12/18/20 SEE TITLE SHEET NOT F O R CONS T R U C TI O N SWPP PLAN OVERALL C3-5  23 CIVIL LEGEND 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 3. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 4. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 5. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 6. GRADES SHOWN ARE FINISHED GRADES. 7. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 9. DUST MUST BE ADEQUATELY CONTROLLED. 10. PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF CONTAINED CHUTE CLEANOUT, ETC. 11. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 12. AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS INLET PROTECTION SILT FENCE SWPPP LEGEND ROCK CONSTRUCTION ENTRANCE 57 60 65 68 66 66 70 65 200'-0"1,833'-7 1/2"1 0 0 ' - 7 1 / 2 " 1 0 3 ' - 1 / 4 " 9 5 ' - 6 "97' -4 1 /4 "101'-3 3/4"101'-3 3/4"99'-9 1/2"99'-1 1/4"102'-6"98'-11 1/4"100'-3"99'-2"99'-3/4"100'-5 1/2"101'-1/4"99'-4"101'-7"101'-10 1/4"31'-4 3/4"69 66 6070 65 61 52 58 54 58 0+00 1+00 2+00 66 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 60 55 50 55 55 50 60 60 70 67 68 68 67 63 55 56 60 57 Administrative Center, 3000 Xenium Lane North, Plymouth, MN 55441-1299 Information 763.559.9000 • TTY 763.559.6719 • Fax 763.559.3287 • www.ThreeRiversParks.org September 15, 2022 Jessica Christensen Buck City of Corcoran Recreation Supervisor 8200 County Rd 116 Corcoran, MN 55340 RE: Corcoran Farms Business Park preliminary plat review comments Jessica, Thank you for the opportunity to review the preliminary plat for the Corcoran Farms Business Park development. A 20’ wide easement for the future Diamond Lake Regional Trail corridor is noted along the eastern boundary of the site. Many tree plantings are also noted along the trail corridor. The trail corridor width is sufficient for the future trail development and the plantings along the sides of the trail corridor will enhance the trail user experience and add a buffer to the surrounding industrial site. The following are a few questions and comments regarding the proposed plat: 1. At the north end of the trail corridor, it appears that the trail will cross another adjacent property before reaching the CR 50 right-of-way and cross highway into the Corcoran Community Park. What is the status of this adjacent property, what is the likelihood of an easement through the western portion of the parcel? 2. At the south end of the trail corridor, the trail ends at the road ditch of Larkin Road. Across the road are a number of single family homes. The Diamond Lake Master Plan route is intended to cross Larkin Road further west near the development entrance or a point further west. In order to keep the trail corridor on the approved route, Three Rivers would like to see the trail corridor easement extend to the development entrance drive on Larkin Road, or a point further west of the entrance. The existing and proposed grades and infrastructure along the Larkin Road right-of-way, and planned improvements along the southern parking lot, do not look conducive for a trail without some other changes. Though not preferred, Three Rivers would consider a route partially though the middle of the development. 3. Maintain a maximum 5% running slope and minimum 100’ horizontal radius along the trail corridor. Please let me know if you have any questions or would like to discuss these comments in person. Thank you again for the opportunity and your continued cooperation and partnership regarding regional trails in Corcoran. Sincerely, Stephen Shurson, Landscape Architect To: City of Corcoran – Staff, Planning Commission, & City Council & Residence of the City of Corcoran. My name is Tom Feehan, my address is 20410 Larkin Road, located next door to the Schutte property. My wife Diane and I have lived at this address for about 15 years. Prior to that we lived on County Road 50 for about 15 years so, we have been Corcoran residents for about 30 years. We are also blessed to live on part of the original 50 acres my great grandparents John & Ellen Feehan homesteaded in the 1850s. My brother Dave, the family historian, believes my great grandparents found their way to what is now Corcoran because of a letter written by his sister (my great aunt) Ann Feehan Corcoran, wife of Patrick B. Corcoran, my great uncle. Professionally, I am a licensed builder and home designer of 45 years. I am here tonight primarily for personal reasons but also because of my family’s history and interest in how Corcoran is developed specifically around my family’s original homestead. JOHN & ELLEN FEEHAN – FARMHOUSE – CTY RD 50 Regarding my personal interest: I am not happy with this massive warehouse proposal for the Schutte property. For several years I have gone online to check the cities development plan, every time I checked, the Schutte property was listed as residential. However, recently a neighbor said he learned it had been re-zoned light industrial. After speaking with the city and a member of the Schutte family, I learned this was being “guided” light industrial . . . and discussions between “the city” and the developer have been taking place for many months. As a resident and neighbor to the Schutte property it seems unfair that a major rezoning (re-guiding) of a large piece of property along with the co-planning of this development can occur without having to notify residents until just a few days ago. That however, isn’t to say I am necessarily opposed to the new classification. What I am opposed to is 5 massive concrete boxes as a transition between the existing downtown and the residentially zoned land to the west and south. Regarding my personal home and property, please see diagrams 01 & 02 below showing a perspective and overhead of the proposed development along with my home and my neighbor’s home. Please note just how small our homes look in comparison to these huge structures. The proposed layout is flawed and results in my home looking down the “backside” of the warehouses where you typically see dumpsters, trucks, and storage. DIAGRAM 02 Given the gas line and the fact that building labeled “D” is maxed out in size, (The entire proposed development is maxed out in size to the entire benefit of the developer) the developer is not allowing for any required landscape buffer to shield our home & residentially zoned property from this unsightly view. City Code 1060.070 J. 3. (attached) requires that all loading and service areas are to be screened from residential property and public streets. I’m not sure why there is a distinction between gravel surfaces and bituminous, but if surfaces were gravel, screening of 100 % opacity would be required. In my case, there are sections of my view where there is zero percent opacity. If this development proceeds in any form, this must be addressed. BACKSIDE OF MAPLE GROVE WAREHOUSE This development “as proposed” will clearly hurt my property value as well as my neighbors – Regarding my neighbors: Please see Diagram the below. Imagine having the view in the top left for 45 years and having that change to the view in the lower right. There must be a better answer. The view on the lower right was created to help understand the scale of these buildings. As for my general critiques: Setting aside the Architects nice pictures for a moment, I’d like to help everyone get a better idea of the massive size and scale of these buildings. The diagram below hopefully illustrates the huge differences between the existing buildings surrounding this site and what is being proposed. The largest proposed building could fit 4 football fields inside it . . . The largest building, as you know, is over 1000 feet long. Below is what 1000 feet looks like in real life. This is a building currently located just north in Rogers – also about 1000 feet long. How would you like this next to “your” home? It is important to note that the Rogers warehouse shown above as well as the other warehouse buildings around it are accessible from new 4 lane roads unlike the JMMK proposal which uses Larkin Road, an existing 2 lane residential road. To be clear, the proposed extension of Blue Bonnet which is also a 2 lane public road will only serve the proposed development, most likely for the next 15 years, based on the 2040 Comp plan. Meaning for the next decade or more, Larkin Road serves as the approach road, not Blue Bonnet. With Larkin Road essentially acting as the main access road for all intent and purposes, it will direct all future traffic including large trucks directly past existing homes with children who use school buses twice a day. As city staff noted, there is a potential access from 75th which currently comes through the existing commercial district. I believe this would be a far better option and it would also take the pressure off the intersection of Larkin and 116 – known to be a dangerous, even deadly intersection. Lastly, in reference to Larkin Road and in light of what I’ve already mentioned, it seems terribly unwise to be considering relaxing setback standards on the Larkin Road side of this development. This seems to only add insult to injury to the existing homes on the south side of Larkin Road. Regarding the esthetics of these buildings: There are many other options other than huge concrete boxes. Below are some suggestions: I believe these suggestions show how office / warehouse buildings can have a comparatively low profile and aesthetically offer a much better blend and transition between the existing Corcoran commercial district (downtown) and the residential areas to the south and west. In Summary and final thoughts/questions: • City Code requires residential properties and public streets to be screened from loading and service areas. My personal home has a clear view of the loading and services areas of the proposed development. And, as Blue Bonnet is a public street, passing cars will look directly at the “backsides” / loading & service areas of these buildings. It is not the responsibility of the city or me to determine how to accomplish full screening, it is the developers. • Regardless of city code, setbacks, heights of buildings, etc., it seems wrong to allow these huge concrete structures to be built directly across Larkin Road from existing homes that have been there for over 40 years. There are much better options if this site is to be rezoned to light industrial. • The general design of this development seems to max out every advantage for the developer. Specifically . . o The building design is completely utilitarian – giant rectangular boxes which are oversized for the property not allowing for proper setbacks and required landscaping. o The utilitarian design is intended to maximize the number of warehouse companies rather than companies needing offices. This is accomplished by means of the giant box design and it’s important to recognize that 100 percent of the façade facing Larkin Road could be straight up warehouse with no office as depicted in the Architects rendering. o Regardless of initial city analysis of street access, this development proposes the easiest and cheapest solution directing potential large and numerous trucks down a residential road when access makes much more sense coming through the existing commercial district where no school buses travel. o Increased heavy traffic on Larkin Road will accelerate wear and tear likely leaving the cost of future upgrades of the road to taxpayers, not the developer. And, who pays for a new traffic light at the intersection of Larkin and 116 if that happens later. (hopefully not following a tragic accident) o As this proposed development is essentially a commercial HOA with the developer moving on following all sales, the cost to police this development will be left to taxpayers if/when owners don’t maintain buildings, landscaping, trash & litter, etc.? • Question. Has the developer address all the concerns in the initial staff analysis report, e.g. reduced building size to account for required easements . . . . • While the developer suggests that the lower grade elevation on the west side of the development will help shield the view of these huge buildings, this is only the case for the first 200 feet or so. In the case of my personal home, as proposed, I am simply being given a wide open perch from which to look down on the loading and service areas. • Where does all the snow go? Lastly, I understand that everyone is doing there best. Developers want to develop, and they do their best to offer presentations that depict their proposal in the best light possible. The City of Corcoran has a wide range of duties and responsibilities, not the least of which is developing a good tax base making projects like JMMK’s likely seem very desirable. Of course, this is usually juxtaposed to cares and concerns of existing property owners and I believe the staff and elected officials care deeply about that as well. But, none of this should overshadow the serious deficiencies in this proposal in terms of what we all should want and hope for in regards to Corcoran’s future. I believe we are all counting on our city staff and elected officials to hold to the highest standards and demand “nothing but the best” for residents of Corcoran. My hope is that this packet will be helpful and allow everyone to see a complete picture of what is being proposed . . . . . . . . and . . . . please don’t make me this guy in the process . . . Mr. Fredrickson from the movie - UP City Code page 265 City Code page 255 1 of 2 PROJECT: Corcoran Farms Business Park TO: Jeff Minea FROM: Jeffrey A. Shopek, PE, fNPSE, Loucks CEO, Principal Civil Engineer DATE: 10/17/22 SUBJECT: Updated Screening Plans for Loading Docks and Larkin Road Loucks Project #: 21442 Based on Planning Commission Meeting and Neighbor Comment, we have coordinated with Ed Farr and Jeff Minea to update the site plans and landscaping to address the concerns raise at the meeting and coordination with staff. 1. Site plan updates a. Building D i. The southwest corner of the parking lot removed several parking stalls in order to install additional landscape screening in the corner. The site still meets the 80-20 office/warehouse parking requirements. ii. The drive isle in the southwest corner was reduced to 24 feet wide to reduce the opening to the loading dock area. iii. The reduced drive isle allowed the wing wall island to be extended 92 feet from the building. b. Building A i. The drive isle in the northwest corner was reduced to 24 feet wide to reduce the opening to the loading dock area. ii. The reduced drive isle allowed the wing wall island to be extended 88 feet from the building. c. Site Information i. Indicate buffer and setbacks to ditch area and shoreland zones 2. Landscape Plan i. The Landscape Plan was modified to increase the number of trees, initial size of trees to be planted. ii. Along the west property line, the coniferous trees are to be 16 foot high at the time of installation. Additional trees were installed along the westerly property line along with an 8’ solid fence at the gas line corridor. iii. Along Larkin Road additional spruce trees were added at 10’ O.C. in a staggered pattern along with Mugo Tannenbaum Pines planted at 4’ O.C. in a staggered pattern to increase the screening along Larkin. Spruce trees along Larkin will be 10 foot in height at the time of installation. 2 of 2 iv. Berms were created where possible to increase the height in relationship with Larkin Road. v. Added 10 foot high fencing along the north and south property lines gas corridor on Building A and B to screen the loading dock area from view from the west. vi. Added a typical gazebo to installed in park area. vii. Wetland buffer planting was added to the landscape plans and wetland buffer signs were added to the plans. 3. 3D Model was updated per the criteria above. R40 209.0 433.5 475.2 150.0 24.024.0 24.0 24.0 24.0 24.0 18.0 24.0 18.0 18.018.018.0 18.0 24.0 18.0 18.0 120.0 BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147 BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00 EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON EMPLOYEE ENTRANCE DRIVE - TYPICAL DRIVEWAY APRON LOADING DOCK LOADING DOCK RETAINING WALL (SEE GRADING PLAN FOR DETAIL) RETAINING WALL (SEE GRADING PLAN FOR DETAIL) EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING EMPLOYEE PARKING LOADING DOCK AND EMPLOYEE ACCESS 20' PARKING SETBACK L0T LINE PARKING STALLS=147 10% OFFICE=36 STALLS 90% WAREHOUSE=43 STALLS 20% OFFICE=71 STALLS 80% WAREHOUSE=38 STALLS PARKING STALLS=170 10% OFFICE=43 STALLS 90% WAREHOUSE=52 STALLS 20% OFFICE=86 STALLS 80% WAREHOUSE=46 STALLS RETAINING WALL (SEE GRADING PLAN FOR DETAIL) L0T LINE PROPOSED ROW TEMPORARY CUL-DE-SAC LOADING DOCK ACCESS L0T LINE LOADING DOCK LOADING DOCKLOADING DOCK LOADING DOCK 18.0 24.0 18.0 32.0 120.0 24.024.0 36.0 F-F 36.0 F-F 36.0 F-F 24.0 31.331.3 31.4 24.0 36.0 24.5 24.0 24.0 24.0 32.0 RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 50 58 10 16 13 24 15 6 34 26 23 13 10 16 87 77 28 20 68 14 30 40 R40 R40R40 R15R15 R15 R15 R15R15 R15R15 R15R15 R15 R15 R24 R24 R282 R60 R92 R15 R12 R12 R12R12 R12R12 61.0 118.5 32.0 R25 R25 EXISTING GAS EASEMENT EXISTING GAS EASEMENT R11R11 R11R11 60.0 18.0 24.0 18.0 24.0 20.0 20.7 HEAVY DUTY BITUMINOUS (SEE DETAIL) R/W 80.0 HEAVY DUTY BITUMINOUS (SEE DETAIL) HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE B612 CURB & GUTTER B612 CURB & GUTTER B612 CURB & GUTTER B618 CURB & GUTTER B612 CURB & GUTTER CONCRETE SIDEWALK CONCRETE SIDEWALK 6.0 6' CONCRETE SIDEWALK 20' MINIMUM WETLAND BUFFER SETBACK 20' MINIMUM WETLAND BUFFER SETBACK PROPOSED EMPLOYEE AMMENITY SPACE RIGHT TURN LANE 5' D&U EASEMENT DRAINAGE & UTILITY EASEMENT 10' D&U EASEMENT B612 CURB & GUTTER BY-PASS LANE EXIT WESTBOUND MERGE LANE 100.0 F-F RETAINING WALL (SEE GRADING PLAN FOR DETAIL) 6' PRIVACY FENCE AT RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 4' SAFETY FENCE ON RETAINING WALL 17 18 36.0 F-F R/W 80.0 36' TALL SCREENING WALL TO MATCH BUILDING FACADE 36' TALL SCREENING WALL TO MATCH BUILDING FACADE EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL EXTERIOR TRASH ENCLOSURE - TYPICAL FUTURE CITY WELL SITE 20.0 DRAINAGE & UTILITY EASEMENT 12.0 12' STORMWATER MAINTENANCE ACCESS R26 10' SCREENING FENCE 10' SCREENING FENCE R26 21.0 20.2 20.2 20.1 22.4 15' WETLAND BUFFER STRUCTURE SETBACK EXISTING GAS EASEMENT 50.0 63.5 40' MAXIMUM WETLAND BUFFER SETBACK 40.0 40.0 N SCALE IN FEET 0 50 100 LOUCKS W:\2021\21442\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 10 /17 / 2022 1:29 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL 10/17/22 PRELIM PLAT RESUBMITTAL Review Date SHEET INDEX License No. Date 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. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.21442 JAS JDK JAS 08/31/22 08/31/22 SEE TITLE SHEET NOT F O R CONS T R U C TI O N SITE PLAN SOUTHWEST SIDE C2-4  23 CIVIL LEGEND  BUILDING A FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=70,301 PARKING STALLS=147  1 IH 1 IH 7 AB 7 AB 2 PRC 9 SJ 17 BLS 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 16 FG9 SJ 14 BLS 2 PRC 2 PRC 20 SSD 14 BLS 9 SJ 19 GF 13 BLS 9 SJ 2 PRC 13 FG 21 SSD 21 SSD 13 FG 1 IH 3 BS 11 BLS 13 FG 20 SSD 2 BS 3 BS 3 BS 22 FG 7 GF 11 SJ 20 SSD 13 BLS 9 SJ 6 SJ 4 BS3 5 CSP3 4 BS3 5 AP3 9 TEA 9 TEA 4 SSC 4 SSC 3 BS 5 AP3 25 MTP 25 MTP 35 MTP 9 BS2 9 BS2 8 CSP2 8 SGM 3 BS3 STELLA SUPREME DAYLILY Hemerocallis x `Stella Supreme` GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME BUFF 39,243 sf BUFFER ZONE RESTORATION NATIVE SPECIES PLANTED IN CONFORMANCE TO CITY REQUIREMENTS SEED 1 427,589 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 20,314 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 172,384 sf TURF SOD EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE BS3 3 BLACK HILLS SPRUCE - 16' FULL FORM Picea glauca `Densata`B & B 16` HGT PLANT SCHEDULE - OPTION A LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 10 /17 / 2022 1:58 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL 10/17/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 08/31/22 08/31/22 NOT F O R CONS T R U C TI O N LANDSCAPE PLAN - BUILDING A L2-2 N SCALE IN FEET 0 30 60PROPERTY BOUNDARYMATCHLINE TO LANDSCAPE PLAN - BUILDING D - SHEET L2-5 PROPERTY BOUNDARY GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL EDGING EDGING EDGING EDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING B - SHEET L2-3NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTESEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 RETAINING WALL SEE CIVIL A A' B B' SECTION A-A'SECTION B-B'PROPERTY LINEPROPERTY LINEEDGI N G E D G I N G 286'160' 1012.0 972.0972.0 979.0+_ 1012.0 TW 984.4 BW 974.4 985.0+_ 972.0 RETAINING WALL / RAILING PLANT SCHEDULE OPTION A SOLID FENCE - 8' HGT SOLID FENCE - 8' HGT  BUILDING B FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=106,164 PARKING STALLS=225 977 976 1 IH 4 AB 2 QB 14 BLS 10 SJ 9 SJ 2 PRC 16 SSD 16 FG 7 BLS 8 SJ 8 SJ 7 BLS 16 FG 16 FG 16 FG14 BLS 9 SJ 2 PRC 16 SSD 7 BLS 8 SJ14 BLS 16 SSD 2 PRC 9 SJ 14 BLS 2 PRC 9 SJ 14 BLS 8 SJ 7 BLS 16 SSD 2 PRC 10 SJ 15 BLS 1 PRC 5 SJ 13 BLS 14 SSD 32 FG 9 GF 13 FG 2 PRC 11 GF 1 IH 2 BS 10 SSD 3 BS 3 BS 2 AP 3 BS 16 FG 15 BLS 6 SJ 4 AP 25 MTP 25 MTP 25 MTP 25 MTP 9 BS2 9 BS2 9 BS2 11 CSP2 11 CSP2 STELLA SUPREME DAYLILY GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME BUFF 39,243 sf BUFFER ZONE RESTORATION NATIVE SPECIES PLANTED IN CONFORMANCE TO CITY REQUIREMENTS SEED 1 427,589 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 20,314 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 172,384 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 10 /17 / 2022 1:59 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL 10/17/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 08/31/22 08/31/22 NOT F O R CONS T R U C TI O N N SCALE IN FEET 0 30 60PROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING B L2-3 MATCHLINE TO LANDSCAPE PLAN - BUILDING C - SHEET L2-4 PROPERTY BOUNDARY GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT GAS LINE EASEMENT RETAINING WALL SEE CIVIL RETAINING WALL SEE CIVIL EDGING EDGING EDGING EDGINGEDGING EDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING A - SHEET L2-2NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES            BUILDING D FFE=976.00 LOADING DOCK=972.00 SQUARE FOOTAGE=85,521 PARKING STALLS=170 POND 1 HWL=963.77 NWL=958.00 BOTTOM=952.00  2 IH 2 IH 4 QA 1 IH 10 NP 3 CH 9 NP SSC 6 AB 7 GL 11 GF 3 AB 27 FG 16 PHO 9 LPS 41 LPS 2 PRC 8 SJ 8 SJ 2 PRC 20 PHO8 SJ 2 PRC 18 LPS 18 LPS16 FG 1 IH 9 GF 8 SJ 2 PRC 26 LPS 17 GF 3 RB 2 QB 4 RB 3 QB 3 RB 2 QB 2 RB 2 BS 3 BS 17 PHO 18 PHO 21 FG 4 LPS 6 SJ 3 BS 8 SGM GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME BUFF 39,243 sf BUFFER ZONE RESTORATION NATIVE SPECIES PLANTED IN CONFORMANCE TO CITY REQUIREMENTS SEED 1 427,589 sf NATIVE SEED MIX - MESIC PRAIRIE BWSR 35-241 - 36.5 LBS PER ACRE SEED 2 42,284 sf NATIVE SEED MIX - STORMWATER BWSR 33-261 - 35 LBS PER ACRE RM1 20,314 sf ROCK MULCH GREY TRAP ROCK 1" TO 1-1/2" - 4" DEPTH OVER GEOTEXTILE FABRIC SOD 172,384 sf TURF SOD LOUCKS W:\2021\21442\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE PLANPlotted: 10 /17 / 2022 2:10 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CORCORAN FARMS BUSINESS PARK CORCORAN, MN LEE & ASSOCIATES 5353 GAMBLE DRIVE, SUITE 106 MINNEAPOLIS, MN 55416 07/19/22 PRELIM PLAT APPLICATION 08/30/22 PRELIM PLAT RESUBMITTAL 10/17/22 PRELIM PLAT RESUBMITTAL SEE TITLE SHEET Review Date SHEET INDEX License No. Date 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. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 21442 JAS GAJ JAS 08/31/22 08/31/22 NOT F O R CONS T R U C TI O NPROPERTY BOUNDARYLANDSCAPE PLAN - BUILDING D L2-5 MATCHLINE TO LANDSCAPE PLAN - BUILDING A - SHEET L2-2 PROPERTY BOUNDARY EDGING EDGING EDGINGEDGINGROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 ROCK MAINTENANCE STRIP (TYP) SEE L3-1 MATCHLINE TO LANDSCAPE PLAN - BUILDING C - SHEET L2-4WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 WETLAND BUFFER SIGN SEE L3-1 NOTES: REFER TO SHEET L2-1 FOR PLANT SCHEDULE, GROUND COVER LEGEND AND LANDSCAPE NOTES N SCALE IN FEET 0 30 60 C O R C O R A N F A R M S B U S I N E S S P A R K - O P T I O N - A 10.17.2022 LEGEND: 1. BUILDING A 2. BUILDING B 3. BUILDING C 4. BUILDING D 5. BUILDING E 6. ENTRY DRIVE AT LARKIN ROAD 7. TRAIL 8. STORMWATER PONDS 9. EMPLOYEE AMENITIY SPACE 10. PERIMETER SCREENS 11. OPTION A - PERIMETER SCREENS C O R C O R A N F A R M S B U S I N E S S P A R K - O P T I O N - A 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K - O P T I O N - A 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K CORCORAN, MN 10.17.2022 LEGEND: 1. BUILDING A 2. BUILDING B 3. BUILDING C 4. BUILDING D 5. BUILDING E 6. ENTRY DRIVE AT LARKIN ROAD 7. TRAIL 8. STORMWATER PONDS 9. EMPLOYEE AMENITIY SPACE 10. PERIMETER SCREENS 2 3 9 4 5 6 7 7 8 10 10 10 10 8 8 C O R C O R A N F A R M S B U S I N E S S P A R K - O P T I O N - A 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K CORCORAN, MN 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K CORCORAN, MN 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K CORCORAN, MN 10.17.2022 C O R C O R A N F A R M S B U S I N E S S P A R K CORCORAN, MN 10.17.2022 Page 1 of 4 STAFF REPORT Agenda Item: 8b. City Council Meeting: October 27, 2022 Prepared By: Natalie Davis McKeown Topic: Northeast District Plan Zoning Amendment (City File No. 22-060) Action Required: Recommendation Review Deadline: N/A 1. Request City staff recommends approval of a zoning ordinance amendment to the Northeast District Plan and Design Guidelines (Appendix C of the Zoning Ordinance). 2.Planning Commission Review The Planning Commission reviewed this item at a public hearing on October 6, 2022. No comments were received during the public hearing. The Planning Commission discussion was primarily focused on the proposed verbiage change for loading docks and overhead doors. Commissioner Lanterman noted that he felt that the proposed term “reasonable” was too vague. The Planning Commission recommended approval of the drafted amendment with a 2-1 motion (Lanterman nay). 3.Background The Northeast District Plan was adopted on May 26, 2022. Since adoption of the plan, the City processed a site plan application for a water treatment plant at 10120 County Road 116 and a preliminary plat and site plan application for a water tower at 19951 Oswald Farm Road is also under review. Both sites required variances to the new district standards for these essential services. Staff recommends the zoning amendment to address these issues. 4. Analysis Overhead Doors The Northeast District Plan includes the following language for screening requirements (page 13): No loading docks or overhead doors shall be visible from County Roads or residential property. Staff believes this requirement is doable and makes sense for large properties guided for industrial, business park, and mixed-use as these parcels will have space to orient overhead doors internally. However, smaller sites along County Roads will likely need to Page 2 of 4 request a variance from this requirement. Staff seeks to refine the language to minimize the number of variance requests while still accomplishing the City’s aesthetic goals. Our water treatment plant is located on a relatively small piece of land along CR 116 and is surrounded by residential property. So, there was no way to orient the building in such a way that the overhead door was not visible from either the County Road or the residential properties. The water tower site is a 1.2-acre site surrounded by property developed as Hope Community Church and vacant land planned for mixed use development. The overhead door is a necessary part of the facility and cannot be oriented away from the street without sacrificing the functionality and efficiency of the site. The standard for required screening elsewhere within the Zoning Ordinance is a year- round opacity of 80% with the use of plantings, fences or walls, and berms depending on the topography. Staff recommends including this standard as an alternative option when it can be shown that it isn’t feasible to orient the loading docks and overhead doors away from County Roads and residential property. However, the intent of the new language it to allow a screening alternative only when staff and the City find that the overhead doors cannot be reasonably reoriented. Staff initially recommended the language be modified to read as follows: Loading docks or overhead doors shall be oriented away from County Roads or residential property wherever reasonable, as determined by the City. If not reasonable and the loading docks or overhead doors are visible from County Roads or residential property, they shall be screened to 80% opacity year- round consistent with Section 1060.070 Subd. 2(J) of the City Code. Following the discussion at the Planning Commission staff considered additional options to take into account the discussion from the Planning Commission and prioritize concise and clear language. An alternative for the Council to consider is essentially replacing the “reasonable” standard with a “wherever possible” standard. This language would read as follows: When property is adjacent to County Roads or residential property, loading docks or overhead doors shall be oriented away from County Roads or residential property wherever possible, as determined by the City. If not possible and the loading docks or overhead doors are visible from County Roads or residential property, they shall be screened to 80% opacity year- round consistent with Section 1060.070 Subd. 2(J) of the City Code.” Required Screening Fence The second proposed amendment is to address the following clause: Page 3 of 4 Utility service structures (such as utility meters, utility lines, transformers, aboveground tanks); refuse and recycling handling, loading docks; maintenance structures; and other ancillary equipment must be inside a building or be entirely screened from off-site viewed utilizing a privacy fence or wall that is at least six feet in height. A chain link fence with slats shall not be accepted as screening. The requirement for ancillary equipment to be screened by a privacy fence or wall of at least 6 feet tall felt excessive when we evaluated plans for the City’s water treatment plant. There is a 6-foot-tall generator that will be located outside the building. Easy access to the generator is necessary. However, the requested variance was denied by Council, and a wall or fence will be required to be constructed to enclose the generator. Similarly, a fence will be required to screen a 3-foot-tall transformer at the water tower site. A 6-foot fence or wall will likely draw more attention than a 3-foot generator screened with landscaping as an alternative. Staff recommends modifying this standard to allow for landscaping to also be used for the required screening, which is consistent with standards elsewhere within our code. Our code specifically states that vegetation is the preferred method of screening, so this standard appears inconsistent without a correction. Staff believes it was an oversight on our part to not include vegetation as an acceptable method of screening and would like to correct it. Section 1060.060 of the Zoning Ordinance requires more comprehensive loading dock screening than the Northeast District standards. Specifically, this Section states the following: Loading areas established after March 23, 2004 shall be prohibited within 300 feet of residentially zoned or guided property unless completely screened by an intervening building. Loading areas not requiring screening by an intervening building shall be screened from adjacent residentially zoned or guided property by the use of berms, fences, or walls to provide 100 percent opacity to a height of at least 10 feet. The height of the screening shall be measured from the grade of the loading areas. We recommend referencing and relying on the above standard within the Northeast District Design Guidelines. The suggested language for the revision is as follows: All ground mounted mechanical equipment shall be screened from off-site views utilizing landscaping, a privacy fence or a wall at the same height as the equipment it is screening or six feet, whichever is less. When the equipment exceeds six feet in height coniferous trees must be used to provide screening. Page 4 of 4 Loading areas must be screened as required by Section 1060.060, Subd. 3.B.9. Utility service structures 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 six feet, whichever is less to screen from off- site views. A chain link fence with slats shall not be accepted as screening. Additional Verbiage Change In addition to the above changes, staff recommends changing the use of “a full complement of” within the second paragraph of the landscape standards section to “a mix of.” This change is based on feedback as to how this verbiage could be interpreted, and the updated language clarifies the section’s intent to allow different mixes of plantings but not necessarily require plants from each category of landscaping. 5. Recommendation Staff recommends the City Council move to approve the following, as recommended by the Planning Commission: a. Ordinance 2022-470 amending the Northeast District Plan and Design Guidelines (Appendix C of the Zoning Ordinance) b. Resolution 2022-126 approving findings of fact c. Ordinance 2022-471 for Summary Publication Alternatively, the Council could approve with the alternative language (replacing the “reasonable” standard with “wherever possible”) provided by staff on page 2 of this report. Attachments 1. Ordinance 2022-470 Amending the Northeast District Plan 2. Resolution 2022-126 with Findings of Fact 3. Ordinance 2022-471 for Summary Publication ORDINANCE NO. 2022-470 Motion By: Seconded By: CITY OF CORCORAN AN ORDINANCE AMENDING THE TEXT OF CHAPTER 10 (THE ZONING ORDINANCE) OF THE CORCORAN CITY CODE (CITY FILE 22-060) THE CITY OF CORCORAN ORDAINS: SECTION 1. Amendment of the City Code. The text of Title 10 (Zoning Ordinance), Appendix C (Northeast District Plan and Design Guidelines) of the Corcoran City Code is hereby amended by removing the existing strikethrough text adding the new underlined text as follows: Screening In addition to the standards in Section 1060.030, the additional standards in this section are intended to preserve the rural character of Corcoran while allowing new development to bring jobs and homes to the community. No loading docks or overhead doors shall be visible from County Roads or residential property. Loading docks or overhead doors shall be oriented away from County Roads or residential property wherever reasonable, as determined by the City. If not reasonable and the loading docks or overhead doors are visible from County Roads or residential property, they shall be screened to 80% opacity year-round consistent with Section 1060.070 Subd. 2(J) of the City Code. 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. All ground mounted mechanical equipment shall be screened from off-site views utilizing landscaping, a privacy fence or a wall at the same height as the equipment it is screening. Utility service structures (such as utility meters, utility lines, transformers, aboveground tanks); refuse and recycling handling; loading docks; maintenance structures; and other ancillary equipment must be inside a building or Loading areas must be screened as required by Section 1060.060 Subd. 3.B.9. Utility service structures must be entirely screened from off-site views utilizing a double row of landscaping, a privacy fence or a wall that is at least six feet in height at the same height as the structure it is screening or six feet, whichever is less to screen from off- site views. A chain link fence with slats shall not be accepted as screening. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota 2 All utility services shall be underground except as provided in Section 1060 of the Zoning Ordinance. Landscape Standards Site design and landscaping should be designed to work with the existing topography of the area, wooded areas, wetlands and natural viewsheds and corridors. Sustainability, in terms of the landscape, is the ability of plant species to maintain healthy growth with minimal human assistance. Selecting plants suited for a specific condition is key to their sustainability over time. Benefits of utilizing sustainable plant species include less time spent towards maintenance, less maintenance costs, and positive contributions to the larger environment and its ability to perpetuate itself. Development landscaping shall include a full complementmix of overstory, ornamental and evergreen trees, shrubbery and ground covers which are hardy and appropriate for the locations in which they are planted and provide year-long color and interest. Development in the Northeast District shall select from the following list of preferred trees and shrubs that suit unique conditions and environments found in Corcoran. The following plant materials shall be used in the Northeast District: SECTION 2. Effective Date. This Ordinance shall be in full force and effect upon its passage. ADOPTED by the City Council on the 27th day of October 2022. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-126 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING FINDINGS OF FACT FOR AN ORDINANCE AMENDING THE TEXT OF TITLE 10 (ZONING ORDINANCE), APPENDIX C (NORTHEAST DISTRICT PLAN AND DESIGN GUIDELINES) OF THE CORCORAN CITY CODE (CITY FILE 22-060) WHEREAS, staff prepared an ordinance amendment to revise the screening and landscape requirements in Appendix C of the Zoning Ordinance; and WHEREAS, the amendment would be consistent with the 2040 Comprehensive Plan; and WHEREAS, the amendment would be consistent with other City Code standards and City policies; and WHEREAS, the Planning Commission has reviewed the proposed text amendment at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the amendment based upon the finding that: 1. The proposed amendment would be consistent with State law and the City’s Comprehensive Plan, and compatible with other provisions of the City Code. 2. The proposed amendment is consistent with the screening standards in other sections of the City Code, which state that landscaping is the preferred method of screening. 3. The proposed amendment allows flexibility in design for small lots and essential services while still meeting the City’s screening goals in the Northeast District. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-126 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran October 27, 2022 County of Hennepin State of Minnesota ORDINANCE NO. 2022-471 Page 1 of 1 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2022-470 AN ORDINANCE AMENDING THE TEXT IN TITLE X (ZONING ORDINANCE) OF THE CORCORAN CITY CODE RELATED TO THE NORTHEAST DISTRICT DESING GUIDELINES (APPENDIX C) (CITY FILE NO. 22-060) Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended by changing the text related to screening in Appendix C of the Zoning Ordinance of the Corcoran City Code. 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 Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator Page 1 of 13 STAFF REPORT Agenda Item: 8c. City Council Meeting: October 27, 2022 Prepared By: Natalie Davis McKeown Topic: Tharp Accessory Structure CUP (City File 22-055) 20420 Duffney Circle (PID 11-119-23-31-0011) Action Required: Approval Review Deadline: November 12, 2022 1.Application Request Shawn Tharp requests a conditional use permit (CUP) to allow an accessory structure of up to 7,530 square feet for personal use, such as storage of his motorhome, at 20420 Duffney Circle. Parcels of 10-acres or more within the Rural Residential District are allowed to request an accessory structure footprint that exceeds 3,969 square feet via a CUP. Additionally, all properties can request a CUP to exceed the sidewall height limit of 10’ in the front yard. The applicant further requests flexibility to allow him to build the accessory structure in 2 phases over 5 years due to difficulties he is facing with securing labor and materials. Phase 1 of the building is anticipated to have a footprint of 60’ x 96’ in addition to a lean-to of roughly 330 square feet (6,090 square feet). Phase 2 would expand the building to a footprint of 60’ x 120’ in addition to the lean-to (7,530 square feet). 2.Planning Commission Review The Planning Commission reviewed this request at a public hearing at their October 6, 2022 meeting. There were three members of the public that participated in the public hearing. The concerns discussed during the public hearing included the size of the proposed building at buildout of Phase 2, the total height of the building (not just the sidewall height), impacts to the wetlands, and the impact to the aesthetics of the neighborhood. The Planning Commission recommended approval of the application with the following changes: Page 2 of 13 1. Add landscaping along Duffney Drive to mitigate the impact of the building. 2. Reduce the period of approval from 5 years as requested by the applicant to 3 years with the ability to request a single 1-year extension. These changes are reflected in the attached Resolution. 3. Context Zoning and Land Use The property is zoned Rural Residential (RR), and the Comprehensive Plan designates the property as Rural/Ag Residential. The property is not located within the Metropolitan Urban Service Area (MUSA). The present land use of the site includes a single-family residential home with a pool but no detached structures. Surrounding Properties The immediate surrounding properties are zoned RR, guided for Rural/Ag Residential, and located within the MUSA. This property is nearly adjacent the MUSA line and is close to properties zoned as Urban Reserve with a Mixed Residential land use indicated on the 2040 Land Use Map. Natural Characteristics of The Site The Comprehensive Plan Natural Resource Inventory (NRI) map indicates a Wet Prairie Community on the northern end of the property. This area is not highlighted as a High Quality Natural Community. The applicant is in the process of certifying a wetland delineation with the City. The applicant’s report indicated there are low-quality wetlands along most of the northern end of the property. This is consistent with Hennepin County’s Natural Resource Map (shown right) that indicates potential wetlands (dark and light blue) and probable wetlands (yellow). The proposed location of the accessory structure requires grading that goes directly up to the suspected wetland boundary indicated on the site plan. Page 3 of 13 4. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, and the Engineering Memo is attached. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a CUP is limited to whether the proposed plan is in substantial conformance with the standards outlined in the City Code. If it meets those standards, the City must approve the CUP. B. Consistency with Ordinance Standards Location Section 1030.020, Subd. 3 provides the location requirements for accessory structures. The proposed building will be in one of the property’s two front yards, specifically the frontage along Duffney Drive. The applicant’s plans reflect various iterations of his plans. The most recent site plans were submitted on October 6th to reflect the anticipated staging of the building (see below and attached plans). Initial plans submitted showed that the structure met the required 50’ front setback and the 20’ side setbacks for the building and 10’ side setback for driveways. This information was unable to be confirmed with the updated plans as the setbacks were not dimensioned and the neighboring lot lines were not included in the zoomed-in site plans. Furthermore, it is unclear if the driveway location will change with the addition of Phase 2. Staff believes there is enough space to accommodate the applicant’s plans without encroaching into the required setbacks, but a condition of approval has been Page 4 of 13 added for revised plans to dimension the setbacks for both Phase 1 and Phase 2. The building far exceeds the required building separation of 10’ from the principal building and the rear setback of 15’. Since this property was platted prior to the existing Zoning Ordinance, the property is not required to have wetland buffers, so there is no applicable setback from the wetland boundary. Size The submitted plans are consistent with size standards provided in Section 1030.020, Subd. 4 of the Zoning Ordinance. The property is 10.11 acres in size. Parcels of 10 acres or more are allowed an accessory structure footprint of 3,969 square feet by right. Additionally, parcels of this size can request to exceed this footprint through a CUP. This parcel currently does not have a detached structure. The applicant would like to move forward with Phase 1 of the expected building this November. This phase has an anticipated footprint of 6,090 square feet. However, the applicant requests for the CUP approvals to remain valid for a period of 5 years with a footprint of up to 7,530 square feet to account for the anticipated size of Phase 2 of the structure. With no other structures on the property that count towards the footprint, the full building at Phase 2 will exceed the by-right footprint by 3,561 square feet. The CUP will be discussed in more detail later in this report. Building Height The plans for the accessory structure reflect a sidewall height of 14’8” (as shown on the top of page 4). Accessory structures located in the front yard are allowed a sidewall height of up to 10’ by right. However, all properties can request to exceed this height through a CUP, so the height of the building has been added as part of the CUP request. Buildings with a sidewall height of more than 12’ require a minimum eave of 12” and minimum overhang of 24”. Unfortunately, the City Code does not specifically define eave or overhang, and often these terms are used interchangeably. Historically, staff interpreted eave to mean the underside, or soffit, of the roof along the side of the building. Overhangs have been interpreted to mean the edge of the roof overhanging the front and rear elevations. Under these interpretations, the plans show eaves of 24” but the overhang is not clearly dimensioned (shown right). The plans must be revised Page 5 of 13 to clearly reflect an overhang of at least 24”. This has been added as a condition of approval in the Resolution. Architectural Standards The proposed materials comply with the standards for accessory structures outlined in Section 1030.020, Subd. 6 and Section 1060.050, Subd. 1(D). The architectural plans show the use of primarily hi-rib steel for the roof and siding as well as some hi-rib steel wainscot around the bottom of the building. Metal siding and roofing are allowed via a certificate of compliance if the materials meet the standards in the MN State Building Code and are treated with a factory applied color coating system to protect against fading. The applicant submitted color samples to show the metal will be coated with gray and black. The materials comply. The building at completion of Phase 2 includes two overhead garage doors on the east façade of the building and an overhead garage door on the north and south façades as well. There are windows on each side of the building, and a single white door can be seen under the lean-to on the east façade that fronts Duffney Drive. The structure will be visible from Duffney Drive, but the lean-to provides a subtle aesthetic feature to help break up the mass of the structure on the façade that will be most visible. It is important to note that the building plans submitted were based on Phase 2 of the building. A condition of approval added into the attached Resolution requires the submittal of building plans that are specific to Phase 1. This is necessary for issuance of the initial building permit. Landscaping There are no landscaping requirements for the construction of accessory structures, and a landscape plan was not required. There are existing trees in the vicinity of the proposed structure location (as indicated in the image below) that will screen the Page 6 of 13 structure from the adjacent properties to the north and south; although this screening appears to be mostly located on the neighbors’ properties rather than the applicant’s property. The applicant did not indicate how many trees or shrubs are anticipated to be removed from his property as a part of the project, and a tree preservation plan is not required for this type of request. The Planning Commission recommended adding screening along Duffney Drive (where it does not conflict with an existing easement for overhead power lines) as a condition of approval. The Planning Commission did not identify dimensional parameters for this landscaping. Staff visited the site and considered other accessory structures in the neighborhood. In the immediate vicinity of the proposed structure, there is an accessory structure to the south as well as across the street to the east (see below). Page 7 of 13 The accessory structure to the south is surrounded by numerous mature trees. Based on historical aerial views of the property, it appears a double row of landscaping along Duffney Drive was planted around 2002. The accessory structure across the street is screened by a single row of a handful coniferous trees. Staff recommends screening the proposed structure with a single row of landscaping consisting of coniferous trees staggered 20’ from center to soften the impact of the proposed building along Duffney Drive. Council should discuss if additional parameters should be added for screening which can be done by further modifying the language in paragraph 9 of the attached Resolution. It is important to note that requiring landscaping as a condition of approval will trigger the need for a site improvement performance agreement (SIPA) and a financial security to be held until the completion of the project. The security would need to remain with the City until completion of the anticipated expansion for Phase 2 of the building, expiration of approvals that would allow the building to be further expanded, or the applicant makes an official request to withdraw the approvals for Phase 2. A draft SIPA is attached to this report, and the attached Resolution includes the following requirements to address the Planning Commission’s recommendation: 1. The accessory structure must be screened along Duffney Drive with a single row of landscaping consisting of coniferous trees spaced out 20’ from center. This landscaping is not required where it would conflict with the overhead power line easement north of the accessory structure. Existing trees along Duffney Drive can count towards the screening requirement if they will not be removed. 2. The applicant must submit a landscaping plan that identifies areas of tree removal, areas of tree preservation (if any), and proposed new trees for screening of the building. Additionally, the plan must clearly identify screening to be installed for Phase 1 of the building and screening to be installed for Phase 2 of the building. 3. The applicant must enter into a site improvement performance agreement and provide a financial security to be held until completion of Phase 2 of the building, the expiration of approval for the building expansion, or at which time the applicant submits a written request to withdraw the Phase 2 approvals. Grading The applicant’s site plan included a grading plan required as part of the application (see the image at the top of page 8). The Engineering Memo provided the following feedback: - A formal wetland delineation is required for the applicant to grade up to the wetland limits as shown on the site plan that reflects the anticipated size after Phase 2 of the building is constructed. Page 8 of 13 - Alternatively, the formal wetland delineation can be avoided if the grading plan is modified to remain 2 vertical feet above the preliminary wetland elevation shown on the site plan. - If the disturbed area is over an acre, a permit is required with the Watershed Management Organization (WMO). The applicant is moving forward with a formal wetland delineation with a complete application received shortly after the Planning Commission meeting. Finalization of the wetland delineation and the condition for a WMO permit if the disturbed area exceeds one acre are incorporated in the attached Resolution. Additionally, the verbiage in the Resolution provides some flexibility for plan modifications should the certified wetland boundary require adjustments to keep grading outside of the wetland. Driveway Access Section 1060.060, Subd., 4(C)(8) provides that properties with at least 400’ of street frontage in the RR may be approved for a 2nd driveway access. This property does have over 400’ of frontage between Duffney Circle and Duffney Drive, and there are few traffic concerns along Duffney Drive. The aerial view of this property (see right) confirms this property already has two driveway accesses on the frontage along Duffney Circle. The Engineering Memo states that an access Page 9 of 13 may be allowed directly onto Duffney Drive to serve the accessory structure as long as one access onto Duffney Circle is removed. This is included as a condition of approval in the attached Resolution. Proposed Use The applicant’s narrative states the building will be used to store personal vehicles and equipment used to maintain his property which includes a small apple orchard in the back corner of his property. The building was designed to accommodate an anticipated motorhome, his classic car collection, a bobcat, a pontoon, several snowmobiles, and his John Deer equipment. The building will allow the applicant to securely store his personal property from theft and the elements. There was a concern discussed at the Planning Commission meeting that the building would be used for commercial purposes, such as renting out storage space to additional parties. It is standard for all residential accessory structure CUPs to include an exclusion for commercial use of the structure without approval of a home occupation, and this was a condition in the draft Resolution presented to the Planning Commission. Using the structure as commercial storage space would not be an allowable home occupation as this type of use is reserved for Corcoran’s Light Industrial districts. Therefore, renting out storage space is not compatible within a residential neighborhood. To address this concern, the attached Resolution includes an additional condition that clarifies the accessory structure is never to be rented out as storage space. Conditional Use Permit Specific CUP standards are not provided to exceed the accessory structure footprint, but specific standards are provided in Section 1030.020, Subd. 5(D) to exceed the sidewall height limit. The more restrictive framework will be used in evaluating both components of the CUP request. 1. The proposed use shall be in conformance with all City Regulations. Accessory structures are a permitted use in the RR district. As discussed previously in this report, the proposed plans significantly comply with the accessory structure standards provided in Section 1030.020 of the Zoning Ordinance. The outstanding concern regarding the size of the overhang can be addressed with a condition of approval that is included in the enclosed Resolution. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites, and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. Page 10 of 13 The applicant submitted initial materials to start the formal wetland delineation process on September 14, 2022. A condition of approval in the Resolution is for the formal wetland delineation is to be finalized in order to proceed as requested. A certificate of survey, last revised April 28, 2022, was provided to the City but did not include all existing structures on the site such as the house, septic site, and well. The survey did include what appears to be a previous rendition of the proposed structure, suspected wetlands, and recorded easements. Staff believes enough information was submitted to evaluate the request with the focused (e.g., zoomed in) site plan since the existing structures are not near the proposed accessory structure. However, the City Council could choose to require a revised survey that includes all existing structures and the currently proposed footprint of the accessory structure for Phase 1 and Phase 2 in order to satisfy this standard as written. The Planning Commission was silent on this potential discussion item. If this clarity is desired, the Council should propose adding a clause under paragraph 13 in the attached Resolution to require a revised certificate of survey. 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The Future Land Use Map within the 2040 Comprehensive Plan designates this property as Rural/Ag Residential. This land use designation is defined by natural areas, planted fields, pastureland, hobby farms, and large residential lots. The proposed accessory structure is compatible with large residential lots anticipated in this area of the City by the Comprehensive Plan. There are no believed conflicts to public facilities or 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. The establishment of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the community. The excess size and height that will be approved with the CUP will allow the property owner to store their recreational vehicles and equipment within a contained space. The orderly organization of the applicant’s recreational vehicles will promote and enhance the general public welfare. Page 11 of 13 C. The conditional use will not be injurious to the use and enjoyment of the property in the immediate vicinity for the purposes already permitted, not substantially diminish and impact property values within the neighborhood. The conditional use will not be injurious to the use and enjoyment of nearby properties, nor substantially impact property values within the neighborhood. The existing vegetation bordering the property will provide screening to the adjacent properties to the north and south. The City can require additional landscaping along Duffney Drive to screen the building to mitigate the impact of the view along Duffney Drive. The accessory structure will provide a containable space for the applicant to store his motorhome and other recreational vehicles, which will minimize any injurious impacts to the use and enjoyment of the properties within the immediate area. It is unlikely that orderly storage of recreational vehicles within an accessory structure will diminish property values in the neighborhood. D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property uses permitted in the district. The establishment of the conditional use does not cause an impediment to development and improvement of surrounding properties for permitted uses within the RR. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Municipal sewer and water are not available to the site and are not required to accommodate the proposed use. The property is currently served by well and septic. 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, in all other respects, conforms to the applicable regulations within the RR District. G. The conditional use and site conform to the performance standards as specified by this Chapter. The conditional use and site conform to the performance standards as specified by the Zoning Ordinance. The Resolution includes the requirement to remove one of the driveway accesses along Duffney Circle in order to add a driveway access on to Duffney Drive. No other concerns with the performance standards were noted. H. The building material standards required by this Section have been met. Page 12 of 13 The building materials standards will be met with the issuance of a certificate of compliance which is included within the attached Resolution. 4. The proposed building will be compatible with surrounding land uses. The proposed building is compatible with surrounding RR homes. This can be further ensured by requiring additional landscaping to screen the building along Duffney Drive as a condition of approval. Approval Time Limit The applicant requested that the CUP approval remain valid for a period of up to 5 years. Section 1070.020, Subd. 7(A) provides the following clause regarding expiration of approval: Unless otherwise specified by the Zoning Administrator or City Council at time of approval, permit approval shall expire within one year of the date of approval unless the applicant commences the authorized use. Prior to the expiration, the applicant may apply for a time extension of up to one year. Staff believes it is reasonable to allow the applicant to complete the building in two phases over a period of 5 years knowing the many economic constraints such projects face at this time. Additionally, the survey and wetland work completed by the applicant for the CUP are good for a period of 5 years. However, the Planning Commission was concerned that 5 years was too long of a period, and it is true that regulations in this area could change. The Commission recommended a period of 3 years from the date of approval with the option for the applicant to request a single 1-year extension. The attached Resolution reflects the Planning Commission’s recommendation. If the City Council would like to propose a different time period, a motion should be made to revise the approval time limit discussed in paragraph 14 of the attached Resolution. 4. Conclusion Staff reviewed the plans with the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and finds that the standards for a CUP are satisfied. The proposed use is consistent with the type of use existing and anticipated within the RR. Any outstanding issues that must be addressed are included as a condition of approval in the attached Resolution. 5. Recommendation Staff recommends approval of the Resolution approving the CUP for an accessory building exceeding a 10’ sidewall height with a footprint of up to 7,530 square feet on the property. Page 13 of 13 Attachments: 1.Resolution 2022-128 2.Draft Site Improvement Performance Agreement 3. Applicant's Narrative 4.Survey last revised April 28, 2022 5.Site Plan dated August 23, 2022 6.Phase 1 Site Plan last revised October 5, 2022 7.Phase 2 Site Plan last revised October 5, 2022 8.Building Dimensions and Elevations 9.Building Renderings 10.Engineering Memo City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-128 Page 1 of 5 Motion By: Seconded By: APPROVAL OF A CONDITIONAL USE PERMIT FOR THE PROPERTY LOCATED AT 20420 DUFFNEY CIRCLE (PID 11-119-23-31-0011) (CITY FILE NO. 22-055) WHEREAS, Shawn Tharp, the applicant, requests approval of a conditional use permit to allow for the construction of an accessory building on property legal described as follows: SEE ATTACHMENT A WHEREAS, the applicant also requests an approval period of 5 years to allow for the accessory structure to be built into the following two phases: Phase 1 – Footprint of up to 6,090 square feet. Phase 2 – Footprint of up to 7,530 square feet. WHEREAS, the Planning Commission reviewed the conditional use permit at a duly called public hearing; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions; 1. A conditional use permit is approved to allow for the construction of a building as shown on the application and plans received by the City on October 6, 2022 and as amended in this Resolution. 2. A conditional use permit is approved to allow the accessory structure to be built in two phases. Phase 1 will have a footprint of up to 6,090 square feet. Phase 2 will have a footprint of up to 7,530 square feet. 3. The applicant must comply with the Engineering Memo dated September 26, 2022. 4. A certificate of compliance to allow metal siding and a metal roof on this accessory building is approved as part of the conditional use permit. a. The building materials must comply with Section 1060.050, Subd. 1(D)(3) of the Zoning Ordinance. 5. A conditional use permit to allow an accessory building with a sidewall height of 14 ft. 8in. in the front yard is approved, subject to the followings findings that specific criteria as outlined in Section 1030.020, Subd. 5(D) are satisfied: a. The proposed accessory structure is in conformance with all City Regulations. Accessory structures are a permitted use in the Rural Residential District, and the proposed plans significantly comply with standards for accessory structures as outlined in Section 1030.020 of the Zoning Ordinance. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-128 Page 2 of 5 b. The applicant submitted a certificate of survey and uncertified wetland delineation that provided the necessary information to evaluate his request. c. The proposed accessory structure complies with applicable criteria as outlined in Section 1070.020 (Conditional use Permits) of the Zoning Ordinance, as further discussed in paragraph 5 of this Resolution. d. The proposed building is compatible with surrounding Rural Residential homes and accessory structures. This will be ensured by requiring landscape screening along Duffney Drive. 6. A conditional use permit is approved to allow for an accessory structure footprint of 7,530 sq. ft. and a sidewall height of 14 ft. 8 in., subject to the findings that applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance are satisfied. Specifically: a. The proposed use complies with the Comprehensive Plan. The project is consistent with the Rural/Ag Residential land use designation and maintains the desired rural character of the area. b. The establishment of the conditional use will promote and enhance the general public welfare. Granting the conditional use permit for the new structure will allow for the orderly storage of the applicant’s recreational vehicles. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity. Existing vegetation will provide screening to the adjacent north and south properties. Storage of accessory vehicles within an accessory structure is preferred to exterior storage of recreational vehicles, and the accessory structure is unlikely to lead to an injurious impact or diminish property values. d. The establishment of the conditional use will not impede the normal and orderly development of surrounding property uses permitted in the district. e. Municipal sewer and water are not available to the site and are not required to accommodate the proposed use. Well and septic systems are available on the property and are sufficient. f. The conditional use conforms to the applicable regulations of the Rural Residential district. g. Conditions in this resolution will ensure the conditional use and site conform to the accessory structure ordinance. Staff found that the building conforms to all other performance standards specified in the Zoning Ordinance and City Code as required by Chapter 1070.020. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-128 Page 3 of 5 7. The accessory structure cannot be used for commercial purposes unless a separate approval is requested and granted by the City. 8. The accessory structure cannot be rented out as storage space and may only be used by the property owner and/or occupants of the property. 9. The applicant must provide a single row of landscaping consisting of coniferous trees to screen the building along Duffney Drive. a. Landscaping is not required where it will conflict with the existing easement for overhead power lines north of the proposed building location. 10. The applicant must enter into a site improvement performance agreement and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. 11. The financial guarantee will remain with the City until one of the following events occur: i. The completion of Phase 2 of the building, including installation of the required screening. ii. Phase 1 of the building (including installation of required screening) is complete, but construction of Phase 2 has not yet commenced and the approvals for Phase 2 of the building have expired. iii. Phase 1 of the building (including installation of required screening) is complete, and the applicant submits a written request to withdraw the approvals for Phase 2 of the building. 12. A building permit is required prior to beginning construction. 13. FURTHER, that the following conditions must be met prior to issuance of building permits: a. A revised Site Plan must be submitted that addresses the following: i. Dimensioned setbacks of the structure and driveway from the east, north, and south property lines for Phase 1. ii. Dimensioned setbacks of the structure and driveway from the east, north, and south property lines for Phase 2. iii. Removal of the second driveway access on to Duffney Circle. b. Revised building plans must be submitted that addresses the following: i. An overhang minimum of 24 in. ii. Building plans specific to Phase 1 of the building. c. A landscape plan must be submitted that clearly identifies the following: i. Areas of tree removal. ii. Areas of tree preservation. iii. Proposed trees to meet screening requirements. iv. Proposed screening for Phase 1 of the building. v. Proposed screening for Phase 2 of the building. City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-128 Page 4 of 5 d. A formal wetland delineation must be certified to grade up to the wetland limits. e. If the location of the certified wetland boundary differs from the submitted site plans, the site plan and grading plan must be modified to ensure grading remains outside of the wetland. f. If it is determined that the disturbed area is over an acre, the applicant must obtain a permit with the Watershed Management Organization. g. The applicant/landowner must record the approving resolution at Hennepin County and provide proof of recording to the City. 14. Approval shall expire within three years of the date of approval unless the applicant commences the authorized use and the required improvements. If Phase 2 of the building has not commenced as of the expiration date, then the total allowable footprint on the property will be limited to 6,090 square feet assuming Phase 1 of the building has commenced. The applicant can apply for an additional time extension of up to one year as allowed by Section 1070.020, Subd.7(A) of the Zoning Ordinance. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-128 Page 5 of 5 Attachment A Lot 1, Block 1, and Outlot B, DUFFNEY ESTATES according to the recorded plat thereof, Hennepin County, Minnesota. And The part of Lot 1, Block 2, DUFFNEY ADDITION, According to the recorded plat thereof, Hennepin County, Minnesota, lying west of the following described line: Beginning at a point on the south line of said Lot 1, 60.00 feet east of the Southwest corner of said Lot 1 thence northerly, parallel and distant to the most southerly west line of said Lot 1, a distance of 249.87 feet to the most southerly north line of said Lot 1 and there terminating. Page 1 of 15 (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT THARP ACCESSORY STRUCTURE (FILE NO. 22-055) This SITE IMPROVEMENT PERFORMANCE AGREEMENT (this “Agreement”) dated _________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Shawn Tharp, an individual (the “Developer”), for Tharp Accessory Structure, and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a site development plan (referred to in this Agreement as the “site plan”). The site plan is for property situated in the County of Hennepin, State of Minnesota, addressed at: 20420 Duffney Circle, and legally described in Exhibit A, attached hereto, (the “Subject Property”). 2. CONDITIONS OF APPROVAL. The City approved the site plan (under City Council Resolution 2022-127 dated October 27, 2022) on the condition that the Developer enter into this Agreement, furnish the security and escrow required by it, and comply with applicable ordinances, statutes, and regulations. 3. PLANS. The Subject Property shall be developed in accordance with the following plans. The plans shall not be attached to this Agreement, but are on file in the office of the City Administrator at Corcoran City Hall. If the plans vary from the written terms of this Agreement, the written terms herein shall control. Plan A: Site Plan received October 5, 2022. Plan B: Grading, Drainage and Erosion Control Plan received October 5, 2022. Page 2 of 15 Plan C: Landscape Plan received October 5, 2022. 4. IMPROVEMENTS. The Developer shall install and fully pay for the following required site improvements: • Grading and Erosion Control • Landscaping Required by Resolution 2022-127 5. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement and construction of all required site improvements, the Developer shall furnish the City with a financial guarantee (“security”) in the form of: 1) a letter of credit from a bank (pursuant to the form attached hereto as Exhibit B); or 2) a cash deposit; or 3) a combination thereof. The form of the security shall be determined by the City at its sole discretion, and shall be in the amount of $________________ (100% of the total cost of improvements, per Section 1070.050, Subd. 9 of the Zoning Ordinance). Any bank or financial institution providing a letter of credit or other surety shall be subject to the approval of the City Administrator or his/her designated representative. 6. CONSTRUCTION OF IMPROVEMENTS. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans will be permitted unless approved in writing by the Zoning Administrator or City Engineer or their designated representative. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by this Agreement. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this Agreement, for which reimbursement is expected from the City, unless such work is first ordered in writing by the City Engineer or their designated representative, as provided in the specifications. 7. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. Page 3 of 15 9. TIME OF PERFORMANCE. The Developer shall install all required site improvements by October 31, 2025. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with site development. 11. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the site, including but not limited to legal (including, without limitation, attorneys’ fees), planning, permitting, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of construction plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval, development or noncompliance with this Agreement. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys’ fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys’ fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within 30 days after receipt. Bills not paid within 30 days shall accrue interest at the rate of 8% per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. 12. MISCELLANEOUS. A. Third parties shall have no recourse against the City under this Agreement. B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. C. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in Page 4 of 15 writing, signed by the parties, and approved by the Zoning Administrator or City Engineer or their designated representative. The City’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has unencumbered fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any failure to fulfill the foregoing covenants. E. Certain retaining walls will require a building permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the building official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. F. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. G. Failure to fulfill the terms of this Agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. H. The Developer represents to the City that the development complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision regulations, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. I. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and effect even if the Developer sells the project. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other Page 5 of 15 entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. 13. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 14. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Shawn Tharp 20420 Duffney Circle Corcoran, MN 55374 Notices to the City shall be in writing and shall be either hand delivered to Corcoran City Hall, or mailed to the City by certified mail to the attention of the Corcoran City Administrator at the following address: Corcoran City Hall Attn: City Administrator 8200 County Road 116 Corcoran, MN 55340 Page 6 of 15 15. ESTIMATED COSTS . ITEM Total Sanitary Sewer System $0 Watermain System $0 Stormwater System $0 Street Construction $0 Street Lighting $0 Grading/Erosion Control Landscaping/Tree Preservation Setting Iron Monuments $0 Installing Wetland Buffer Monuments* $0 SUB-TOTAL: Design, Admin, Insp, As-Builts (8%) Total: This breakdown is for historical reference; it is not a restriction on the use of the security. If the City approves use of a letter of credit for posting of any portion of the security, the bank or financial institution which provides the same shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Agreement or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City-approved replacement security has been provided. If the required improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; and (3) all financial obligations to the City, both actual and anticipated, have been satisfied. 16. SUMMARY OF FINANCIAL SURETY. Security for Improvements (Paragraph 5): $________ Engineering Escrow (Cash) $________ 17. INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until after the City’s written acknowledgment of the Developer’s successful completion of the project in compliance with all plans referenced in Section 3 above: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability Page 7 of 15 insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B. Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C. Worker’s compensation insurance, with statutory coverage, if applicable. D. Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: “Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder.” Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. Page 8 of 15 CITY OF CORCORAN BY: Tom McKee, Mayor (SEAL) AND Jessica Beise, Interim City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of___________________, 20___, by Tom McKee and Jessica Beise, the Mayor and Interim City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC Page 9 of 15 DEVELOPER: By: Its STATE OF MINNESOTA ) ( ss. COUNTY OF _______________ ) The foregoing instrument was acknowledged before me this ________ day of _________________, 20___, by __________________ the _________________ of _______________________, on behalf of the ______________________. NOTARY PUBLIC Page 10 of 15 EXHIBIT A (the “Subject Property”) INSERT LEGAL DESCRIPTION Page 11 of 15 EXHIBIT B IRREVOCABLE LETTER OF CREDIT TEMPLATE Letter of Credit No.: Date: TO: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 RE: (*Insert project name/address) Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d. List the reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Administrator, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. Page 12 of 15 This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. We hereby agree that a draft drawn under and in compliance with this letter of credit shall be duly honored upon presentation if presented for payment together with the documents required herein to _______________, phone ___________, if presented before 4:00 p.m. on or before the expiration date. Presentations may be made in person or by certified mail, return receipt requested or by federal express or any other nationally recognized courier company. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 590 ("ISP98").” We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator Page 13 of 15 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 20___. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Page 14 of 15 MORTGAGEE CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Agreement, agrees that the Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Page 15 of 15 CONTRACT PURCHASER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the Subject Property, the development of which is governed by the foregoing Agreement, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 1 Natalie Davis From:Shawn Tharp <mnshawn@yahoo.com> Sent:Monday, October 3, 2022 1:10 PM To:Natalie Davis Subject:CUP for Shawn Tharp Follow Up Flag:Follow up Flag Status:Flagged Hello Natalie, Couple things. I just wanted to check that we are all good for the Thursday meeting. Here is a revised statement for my CUP Application. I Shawn Tharp am working with the city of Corcoran for the approval of a CUP for an accessory structure to be constructed by Morton Buildings at my home located at 20420 Duffney Circle Corcoran, MN 55374. The use of this building is to store personal vehicles and equipment that I use at or around my home and property. Now that I am semi retired I am hoping to obtain a Motorhome and be able to put it in my building. I am also hoping to store my classic car collection along with a bobcat, pontoon and several snowmobiles and John deer equipment. I also plan on increasing the production of the small apple orchard currently on the back corner of my property. Please approve my 60 X 96 accessory structure so I can securely protect the assets I own from theft and the elements. Is that what you were looking for as an updated letter for the CUP Appliction? Shawn Tharp 9220 Bass Lake Road #300 New Hope, MN 55428 763-443-9502 Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE City Engineer Project: Tharp CUP Date: September 26, 2022 Summary These items were identified related to the CUP: • A formal delineation is required to grade up to the wetland limits. Alternatively, grading plan shall be modified to remain 2 vertical feet above the preliminary wetland shown. • If disturbed area is over an acre, WMO permit is required. • An access may be constructed onto Duffney Drive if one access on Duffney Circle is removed. MEMORANDUM TO: City Council and Staff FROM: Jim Stremel, Project Manager, WSB DATE: October 19, 2022 MEETING: October 27, 2022 City Council SUBJECT: Hackamore Rd Improvement Project – 90% Design Update Background The Hackamore Road Improvement Project was initiated back in early 2020 with the intention of addressing deteriorating pavement conditions, increasing traffic volumes, and pedestrian connectivity along the corridor. The preliminary design efforts allowed both the cities of Corcoran and Medina to coordinate and partner with multiple development projects to inform critical infrastructure connections, access to Hackamore Road, securing of right-of-way, and accommodation of the required stormwater management outside of the roadway corridor. These coordination efforts have contributed to a less costly project than would have otherwise been possible. In June of 2022, both cities authorized final design in anticipation of bidding and construction in 2023. Since that time, the project has progressed to a 90% completion level; th is progress review is intended to refresh the City Council on the proposed improvements, design changes, and related cost updates. Project Location & Design Updates The proposed project extends from roughly 1,900 feet west of County Road 116 up to the intersection with County Road 101. Here are a few highlights of changes to the project since 75% design completion. •The City of Plymouth, as a part of the CR 47 improvements, included the intersection improvements of CR 101 with their project constructed in 2022. •The cities have achieved the goal of utilizing adjacent development areas to fully provide stormwater treatment meeting the prevailing regulations. •The cities have successfully utilized the pr eliminary plans to inform the final design of adjacent development access points in all locations. •The City is currently working through right of way acquisition (both temporary and permanent easements) for property owners impacted by the proposed improvements. •The project has been extended west roughly 400 additional feet. •For the City of Corcoran, a future watermain corridor is being planned along portions of the northerly side of the roadway. •The project team is working on facilitating the undergrounding of private utilities within the corridor. Agenda Item: 9a. 2 Estimated Project Costs & Funding Sources The current estimated project costs are detailed in the table below and incorporate anticipated 2023 construction costs, a 10% construction contingency factor , and 25% indirect costs which include engineering, legal, financing, right-of-way acquisition, and administrative costs. Description Estimated Project Cost Street Improvements $ 5,211,000 Trail Improvements $ 587,000 Wetland Mitigation $ 30,000 Storm Sewer Improvements $ 828,000 CR 116 Intersection Costs $ 738,000 Grand Total for Project $ 7,394,000 Funding for the project is anticipated to come from a combination of several sources, including cost sharing agreements with adjacent development projects, awarded LRIP funds up to $700,000, a cost sharing opportunity with Hennepin County (CIP funding split for CR 116 signal), with the remaining share split between each City. The City of Corcoran is also considering special benefit assessments to adjacent property owners that own subdividable land. Recommended Actions No formal action is requested, but staff are asking for input on the final design to inform any potential changes as the project progresses into 100% final plans and specifications. Attachments Presentation Hackamore Road Improvement Project 90% Design Review City of Corcoran Council Meeting October 27, 2022 1 Project Information 2 Project Location 3 Project Progress to Date 4 •Completion of 75% design in 2021, authorized final design in June 2022 •Project has been extended west roughly 400 feet •City of Plymouth constructed the signal at CR 101 with CR 47 improvements •Revised plans and design to accommodate development access points •Designing future watermain corridor (Corcoran side) •Utilizing adjacent development areas to provide stormwater treatment, watershed submittals •Working with adjacent property owners on potential impacts & easements (meetings onsite) •Coordinating with utility companies on plans for potentially undergrounding overhead lines Project Design 5 Proposed Improvements •General road widening •Turn lanes at existing/proposed intersections •Trail extensions and connections on north side •Paved shoulders for alternative bike lane (both sides) •Rural/urban street sections proposed •Curb where runoff collection needed •Curb to reduce impacts/trail adjacent to curb •Curb at CR 116 and CR 101 intersections •Signal improvements at CR 116 •Stormwater management achieved with adj development •Minimize wetland impacts 6 Switch to Roll Plot View 8 Project Costs & Funding 9 Project Costs –90% Design Includes 10% Contingency & 25% Overhead 10 Description Estimated Project Costs Street Improvements $ 5,211,000 Trail Improvements $ 587,000 Wetland Mitigation $ 30,000 Storm Sewer Improvements $ 828,000 CR 116 Intersection Costs $ 738,000 Grand Total for Project $ 7,394,000 Project Funding Sources •Current or future development contributions •LRIP grant funding up to $700,000 •Hennepin County CIP request for CR 116 signal (up to 50% of cost requested: $369,000) •City considering special benefit assessments for subdividable properties •Designed to meet State Aid requirements, potential funding source •City Funds (both Medina & Corcoran) 11 Next Steps 12 Next Steps Tonight •No formal action requested •Provide comments for incorporation into final plans Upcoming/Ongoing •Continue work with adjacent property owners on easements •Open house in November •Approve JPA between both cities •Approvals from watershed and MnDOT •Approve final plans & authorize bidding in January •Bid opening in February, award in March •Construction in 2023 season Questions/Comments 14 THANK YOU 15 Memo To:Kevin Mattson, PE Public Works Director From:Kent Torve, PE City Engineer Project/File:227704115 Date:October 21, 2022 Reference: Trail Haven Bridge Update Purpose and Background The purpose of this memo is to summarize recent inspections, a closure recommendation from agencies and the process moving forward. Trail Haven culvert, which is on a “State Aid Road” (Municipal State Aid System) is a large enough culvert to classify as a bridge within the State Bridge Program. As part of this program, these structures are subject to special requirements including routine inspections and the ability to receive State funding for their replacement. Inspection Summary A summary of the past two years inspections are provided to show the process for bridge inspections and subsequent additional technical analysis for load ratings. Inspectors are State certified and Corcoran has utilized County inspectors for annual inspections as supported in 2021/2022 by a MnDOT contractor (LHB) \ for load ratings. In 2021, the annual inspection resulted in a Critical Findings Report that triggered subsequent technical work and resulted in a bridge loading reduced to 5-Ton. The 5-Ton rating also called for a 6 week inspection and a 6 month inspection. Inspection was performed at the 6 week interval and the 6 month occurred in spring of 2022 (after thaw) and the bridge load rating remained at 5-Ton. The annual inspection was performed in fall of 2022 and Hennepin County, MnDOT and LHB were in agreement on the bridge closure. Road Closure Based on the findings, a bridge closure was identified for the road segment from County Road 117 to Oakdale Drive as shown in Attachment A. The closure will include road closed and no outlet signage that will allow for local access, garbage, deliveries, etc. and additional barricades being placed at the bridge closure itself preventing through traffic. Pricing has been obtained for the temporary road closure signage which will be installed in accordance with the State Bridge Program requirements and the Minnesota Manual for Uniform Traffic Control Devices, Agenda Item: 9b. October 21, 2022 Kevin Mattson, PE Public Works Director Page 2 of 2 Reference: Trail Haven Bridge Update which provides specific requirements for all traffic signage. Requests for pricing was sent to three contractors with two of them providing quotes for the closure signage. These prices are to provide signage for a short term basis (three weeks) and can be extended if the closure is kept in place for a longer duration. The two quotes received are; Warning Lites - $750 and Safety Signs - $900 We recommend that the Council move forward with the closure signage on the three-week basis and if it is determined from the Council based on further information that the closure should be extended, pricing has been provided to extend the closure for a five month duration. Warning Lites was still the low quote under that scenario at a price of $2,600. City staff continues to work with emergency services to ensure that emergency access to all properties can be maintained during this period. Staff is planning on meeting/communicating with all residents along this stretch or roadway prior to the closure to discuss with them the necessity of closure and help mitigate any additional concerns. Reopening Alternatives Stantec has been coordinating with MnDOT to develop potential strategies on methods to stabilize and reopen the bridge on an interim basis until it is replaced. Temporary mats or panels may be able to be installed on the roadway and ramped with gravel on an interim basis and would be subject to MnDOT review. This will be presented in more detail at the November 10th Council meeting. Construction Schedule At the November 10th meeting, Council authorization will be requested to bid the culvert replacement and road reconstruction followed by a opening/bid award in December. Permits for the project from the watershed district, BWSR and the emergency DNR authorization have been obtained and staff is continuing to work on property acquisition (easements). The replacement schedule could be affected by material (box culvert) availability and staff have been in contact with suppliers on an expedited delivery, or City procurement of the box culvert independently of the General Contractor. Both appear to be options at this time and would involve further Council discussion on November 10th and review of effect on financing. Action Requested Staff is requesting the Council approve of the road closure signage be awarded to Warning Lites for short term closure in the amount of $750. Attachment A Master Terms and Conditions STAFF REPORT Agenda Item: 9c. Council Meeting: October 27, 2022 Prepared By: Jessica Beise Topic: Public Works Maintenance Worker Appointment Action Required: Approval Summary: On June 23, 2022, staff was authorized for recruitment of a Public Works Maintenance Worker due to an employee resignation. Staff has conducted initial interviews on September 29, 2022, and second r ound interviews October 13, 2022. Staff is seeking authorization to hire a preferred candidate f ollowing a successful background check, reference check, and pre-employment physical. Financial/Budget: This is a 2022 budgeted position. Options: 1.Authorize staff to extend a n employment offer to the preferred candidate , subject to final approval by the City Administrator and Mayor . 2.Decline to move forward with the Maintenance Worker appointment. Recommendation: Authorize staff to extend an employment offer to the preferred candidate , subject to final approval by the City Administrator and Mayor. Council Action: Consider a motion authorize staff to extend a n employment offer to the preferred candidate, subject to final approval by the City Administrator and Mayor. Attachments: N/A To: Kevin Mattson, Public Works Director From: Kent Torve, PE, City Engineer File: 227704426 Date: October 19, 2022 Reference: Corcoran Water Supply, Treatment & Storage Project Water Tower Request to Authorize Bidding STATUS UPDATE Plans and specifications for the water tower have been completed and submitted to the Minnesota Department of Health (MDH) for permit review. The final design includes a 750,000 gallon composite tower as the base bid with a 1,000,000 gallon alternative. Site work will be bid as unit prices and a bid allowance will be provided for both tower option for logo painting. The final City logo will be determined during construction. Attached to this memo are select drawings for the Council’s reference. A complete plan set is available electronically and in hard copy at City Hall. PROJECT LOOKAHEAD Upon approval by the Council, the project is ready for bidding. It is proposed that the advertisement for bid will be posted to QuestCDN on October 28th and appear in the local newspaper by November 4th. During the bidding period, Stantec will address questions from the bidders and may issue addenda to address permit review comments or questions. Bid opening is proposed for November 29th, in order to provide a Council recommendation for the December 8th Council Meeting. Bids will be held for a period of 60 days. Throughout design, Stantec has worked closely with the City to define the key components of the facility, which is in line with the original design concepts presented in the Spring 2022 and direction received since. Bid alternates were designed as a method for hedging cost uncertainty given the City’s financial planning lookahead. This will allow for flexibility in choosing the ultimate facility design based on known project bids instead of prior facility estimates. Based on the variability in the current bidding environment, this provided the city the greatest flexibility to on the decision making for the facility. To date, Stantec is under budget for the authorized design and bidding scope of work. Remaining work items under the current scope include permit coordination and bidding services. Stantec will prepare a separate scope and fee for construction services for Council’s consideration after project bidding. COUNCIL ACTION REQUESTED Staff is requesting Council accept plans and specifications and authorize bids. PROJECT SCHEDULE Public Works 90% Review – August 23rd - COMPLETE MDH – September 30th – COMPLETE Planning Commission Review – October 6th - COMPLETE City Council Review – October 27th Agenda Item: 9d. Advertise for Bid – October 28th Bid Opening – November 29th Project Award – December 8th Construction – January 2023 ATTACHMENTS Water Tower Plan Sheet Excerpts G101TITLE SHEET -ENWDLK-DLKPROFESSIONAL ENGINEER MINNESOTA DARYL KIRSCHENMAN 9/30/2022 24744VICINITY MAPTOM McKEEMAYORJONATHAN BOTTEMACOUNCIL MEMBERJEREMY NICHOLSCOUNCIL MEMBERALAN SCHULTZCOUNCIL MEMBERDEAN VEHRENKAMPCOUNCIL MEMBERJESSICA BEISECITY ADMINISTRATORKEVIN MATTSONPUBLIC WORKS DIRECTORCITY OFCORCORANWATER TOWERSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 09/29/2022 - 2:27pmDrawing name: \\us0242-ppfss01\shared_projects\227705274\6. Design\1. CAD\drawings\general\227705274_g101.dwgXrefs:, 227704426_PARCELS, 227704426_wt_tb THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. CITY OF CORCORAN, MN WATER TOWER 227705274733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PERMIT REVIEW - NOT FOR CONSTRUCTIONSHEET INDEXGENERALG101TITLE SHEET AND SHEET INDEXCIVILC001EXISTING CONDITIONS PLANC101SITE PLANC201POST CONSTRUCTION EROSION CONTROLPLANC202STORMWATER POLLUTION PREVENTIONPLANC301 GRADING PLANC401UTILITY PLANC801DETAILSC802DETAILSL101LANDSCAPE PLANL801LANDSCAPE NOTES & DETAILSPROCESSD501DETAILS ID502DETAILS IIELECTRICALE001ELECTRICAL SYMBOLSE301ELECTRICAL PLANE601ELECTRICAL DETAILSE801ELECTRICAL SCHEDULESBASE BIDSTRUCTURALS101FOUNDATION PLANS301FOUNDATION SECTION AND NOTESS501DETAILS AND PARTIAL REINFORCEMENTPLANSPROCESSD301SECTION AND ELEVATIONALTERNATE NO. 1STRUCTURALS101AFOUNDATION PLANS301AFOUNDATION SECTION AND NOTESS501ADETAILS AND PARTIAL REINFORCEMENTPLANSPROCESSD301ASECTION AND ELEVATIONTHIS PLAN SET CONTAINS 25 SHEETS.BASE BID: 750,000 GALLON COMPOSITE TOWERALTERNATE NO. 1: 1,000,000 GALLON COMPOSITE TOWERCounty Road 116Meister Road97th Ave NorthStieg RoadOswald Farm Rd Hunter's RidgeCain Road PROJECT LOCATION19951 OSWALD FARM ROADROGERS CORCORAN, MN 55379CITY HALL8200 COUNTY ROAD 116CORCORAN, MN. 55340 l llllll l l l l l l l l l l l l l l l l l l l l l lSB-16 SB-17 N=224578.12 E=457814.70 N=224578.12 E=457750.70 OSWALD FAR M ROAD BITUMINOUS DRIVEWAY RIBBON CURB (TYP.) CONNECT TO EXISTING PAVEMENT EXISTING ROADWAY R.O.W. ELECTRIC TRANSFORMER PROPOSED PROPERTY BOUNDARY PROPOSED PROPERTY BOUNDARY PROPOSED WATER TOWER NORTHING=224578.12 EASTING=457782.70 1,000,000 GAL WATER TOWER ALTERNATE 750,000 GAL WATER TOWERR14.00R19.004' CONCRETE SIDEWALK CONCRETE APRON 30.00B612 CURB AND GUTTER (TYP.) EXISTING CEMETARY PLAT LIMITS CONCRETE DRIVEWAY APRON R31.00R 3 1 . 0 0 R45. 0 0 R15.0024.00R25.00R 2 5 . 0 0 32.00 24.0010.00PATCH EXISTING PAVEMENT. MATCH EXISTING SECITON TWO (2) PARKING STALLS (9'x18.5')18.5085.66126.4798.019.00 49.35 61.66C101 SITE PLAN MDH MDHPROFESSIONAL ENGINEERMINNESOTA0 20 40 N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 09/28/2022 - 3:38pmDrawing name: Z:\227705274\6. Design\3. Civil\3 PLANSHEETS\227705274_C101 SITE PLAN (updated).dwgXrefs:, 227704426_PARCELS, 227704426_WETLANDS-GIS, Utility - BW Van, 227704426 PARCEL EXHIBIT, 227705274_XSNO, 227704426_XSNV, 227705274_TTLBTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF CORCORAN, MNWATER TOWER227705274733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCIVIL ENGINEER MINNESOTA.STEVEN HEGLAND09/29/202252243 SHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 09/29/2022 - 2:29pmDrawing name: \\us0242-ppfss01\shared_projects\227705274\6. Design\1. CAD\drawings\process\base_bid_750k\227705274_D301.dwgXrefs:, 227704426_wt_tb THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. CITY OF CORCORAN, MN WATER TOWER 227705274733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PERMIT REVIEW - NOT FOR CONSTRUCTION D301750,000 GALLON COMPOSITE TOWER - BASE BID SECTION AND ELEVATION -ENWDLK-DLKENGINEER MINNESOTA. DARYL KIRSCHENMAN 9/30/2022 24744750,000 GALLON COMPOSITE SECTION - BASE BID3/32" = 1'-0"016'24'8'750,000 GALLON COMPOSITE ELEVATION - BASE BID3/32" = 1'-0"016'24'8'TOP OF FOUNDATIONLOW WATER ELEV.HIGH WATER ELEV.EL. 1110.0EL. 1076.0EL. 954.0156'-0" 34'-0"TOP OF FOUNDATIONLOW WATER ELEV.HIGH WATER ELEV.EL. 1110.0EL. 1076.0EL. 954.028'-0"NOTES:1.LADDER TO BE LOCATED NEAR RISER.2.A LIGHT IS REQUIRED AT EACH LANDING.3.LADDER AND PIPE ROTATED INTO VIEW FOR CLARITY.4.SEAL WELD ALL INTERIOR ROOF SEAMS.5.ALL REINFORCING, STRUCTURAL, FRAMING AND MISC.STEEL SHALL BE MADE ELECTRICALLY CONTINUOUSTHROUGHOUT CONSTRUCTION BY WELDING,CLIPPING, BOLTING OR OTHER APPROVED METHODS.6.ANTENNA CHANNELS TO BE LOCATED ADJACENT TOLADDER CAGE20" INSULATED WETRISER WITH EXPANSIONCOUPLING AS REQURED.ROTATED IN VIEW4" STEEL PIPE DRAIN TOOVERFLOW WITH VALVE BELOWTANK PER SPECIFICATION. DRAINVALVE SHALL BE ACCESSIBLEFROM LANDING.OVERFLOW TO BE LOCATED TOFLOW ONTO SPLASH PADSHOWN ON SITE PLANGUARDRAILAROUNDOPENINGSDRYWELL LIGHTTYPE VNF(TYP. OR 2)24" ACCESS HATCHTO PAINTER'S RAILPAINTER'S RING, TYP OF 28" WELDED STEELPIPE OVERFLOW60" DRY RISER WITH INSIDE& OUTSIDE LADDERPROVIDE REMOVABLEBAR OVER WET RISER24" DIA. ACCESS TO DRY RISER24" ACCESS HATCHTO PAINTER'S RAILDOUBLE LED OBSTRUCTION LIGHTPAINTERS RINGAIR VENTS, TYP. OF 4NOTE:CITY LETTERINGSEE SHEET D502PAINTERS RING3'-0"x7'-0" DOOR10'-0"Wx10'-0"HOVERHEAD DOOREXTERIOR TANKLIGHT, TYPANTENNA MOUNTING BRACKETELEV. 970.0, NORTHEAST SIDE OF TANKLADDER LIGHTLUMINAIRE TYP VNF(TYP OF 5)C6X8.2X 4'-0" CHANNEL FOR FUTUREANTENNA CABLE AT 10'-12' O.C.ADJACENT TO LADDER. COORDINATELOCATION OF CHANNELS WITH THELOCATION OF THE STIFFENER RINGS.MOUNT 1-5/8" UNITSTRUT, OR EQUAL,ON FACE OF CHANNEL. SEESTRUCTURAL FOR DETAILS.BONDED CONNECTION TO EXTERIORTANK WALL (TYP OF 4)GROUNDING RODTYP OF 4SUBMERSIBLE MIXERRECEPTACLELIGHTNING PROTECTIONDOWN CONDUCTOR(TYP OF 4)RINGWALL FOOTINGGUARDRAIL AROUND OPENINGSOVERFLOW SPLASH PAD,SEE DETAIL EL. 1064.034'-0"156'-0"TEMPERATURE TRANSMITTER6D50130" DIA. HINGED DRYWELL RISERACCESS HATCH, SEE DETAIL4D5013D501VENT WITH BIRD SCREEN,SEE DETAIL3D50130" DIA. HINGED DRYWELL RISERACCESS HATCH, SEE DETAIL4D501LADDER W/ CAGE, PER OSHASTANDARDS. SEE DETAIL1D501SUBMERSIBLE MIXER, TYP62'-0"WET SIDE LADDERCONTROL ENCLOSURE20" BUTTERFLY VALVE(4) LIGHTS AROUNDINTERIOR PERIMETER3-WAY LADDER LIGHT SWITCH ANDPLATFORM RECEPTACLE MOUNTED48" ABOVE THE PLATFORM.VENT WITH BIRD SCREEN,SEE DETAIL 30" DIA. HINGED HATCH5D501FOR TANK ROOF LAYOUT,SEE DETAIL 5D501FOR TANK ROOF LAYOUT,SEE DETAIL CORCORANRUSTICATION AS SPECIFIED24" DIA. ACCESS TOBOTTOM OF TANK.DRAIN VALVE ANDACCESS ACCESSIBLEFROM LANDING.ACCESS HATCH TO EXTERIORACCESSIBLE FROM LANDING18"x24" ACCESSTO TANK SHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 09/29/2022 - 2:31pmDrawing name: \\us0242-ppfss01\shared_projects\227705274\6. Design\1. CAD\drawings\process\alt_bid_1m\227705274_D301A.dwgXrefs:, 227704426_wt_tb THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. CITY OF CORCORAN, MN WATER TOWER 227705274733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PERMIT REVIEW - NOT FOR CONSTRUCTION D301A1.0 MG COMPOSITE TOWER - ALTERNATE NO. 1 SECTION AND ELEVATION -ENWDLK-DLKENGINEER MINNESOTA. DARYL KIRSCHENMAN 9/30/2022 247441.0 MG COMPOSITE SECTION - BASE BID3/32" = 1'-0"1.0 MG COMPOSITE ELEVATION - BASE BID3/32" = 1'-0"016'24'8'016'24'8'38'-0"EL. 1110.00HIGH WATEREL. 1074.00LOW WATEREL. 954.0TOP OF FOUNDATION156'-0" 36'-0"18"x24" ACCESSMANHOLEREMOVABLE BAR GRATEOVER END OF PIPE24" DIA. MANHOLE AT BOTTOM OFTANK. DRAIN VALVE AND ACCESSACCESSIBLE FROM LANDING20" STEEL INLET PIPE WITH 3"POLYURETHANE INSULATION. EXTEND12" INTO TANKLADDER W/ CAGE, PER OSHASTANDARDS. SEE DETAIL20" DIA. EXPANSIONFITTING7'-0" MIN.24" DIA. HINGED HATCHRGS-4X2 MULTI-CABLETRANSIT FRAME24" DIA. HINGED HATCH TOEXTERIOR12'x12' OVERHEAD DOORRGS-4X2 MULTI-CABLEEXTERIOR LIGHT36"x84" DOORDRIP RINGS, TYPDRIP RING, TYPPAINTERS RAILPER SPECEL. 1064.0CONTROLENCLOSUREPAINTERS RAILEXTERIOR TANKLIGHT, TYPAIR VENTS, TYP OF 46D5014D5014D5011D501SUBMERSIBLE MIXER, TYP70'-0"OVERFLOWWEIR BOXTEMPERATURETRANSMITTERLADDER4" STEEL PIPE DRAIN TOOVERFLOW WITH FREEZEPROOF DRAIN VALVE8" MIN. WELDED STEELPIPE OVERFLOW8" OVERFLOWOVERFLOW SPLASH PAD,SEE DETAIL 20" BUTTERFLY VALVE60" DIA. DRYWELLWITH INSIDE LADDERNOTES:1.LADDER TO BE LOCATED NEAR RISER.2.A LIGHT IS REQUIRED AT EACH LANDING.3.LADDER AND PIPE ROTATED INTO VIEW FOR CLARITY.4.SEAL WELD ALL INTERIOR ROOF SEAMS.5.ALL REINFORCING, STRUCTURAL, FRAMING AND MISC.STEEL SHALL BE MADE ELECTRICALLY CONTINUOUSTHROUGHOUT CONSTRUCTION BY WELDING,CLIPPING, BOLTING OR OTHER APPROVED METHODS.6.ANTENNA CHANNELS TO BE LOCATED ADJACENT TOLADDER CAGE30" DIA. HINGED HATCHDOUBLE LED OBSTRUCTION LIGHT30" DIA. HINGED DRYWELL RISERACCESS HATCH, SEE DETAILVENT WITH BIRD SCREEN,SEE DETAIL GUARDRAIL AROUND OPENINGS5D501FOR TANK ROOF LAYOUT,SEE DETAIL VENT WITH BIRD SCREEN,SEE DETAIL3D50130" DIA. HINGED DRYWELL RISERACCESS HATCH, SEE DETAIL4D5015D501FOR TANK ROOF LAYOUT,SEE DETAIL CORCORANC6X8.2X 4'-0" CHANNEL FOR FUTUREANTENNA CABLE AT 10'-12' O.C.ADJACENT TO LADDER. COORDINATELOCATION OF CHANNELS WITH THELOCATION OF THE STIFFENER RINGS.MOUNT 1-5/8" UNITSTRUT, OR EQUAL,ON FACE OF CHANNEL. SEESTRUCTURAL FOR DETAILS.RUSTICATION AS SPECIFIEDANTENNA MOUNTING BRACKETELEV. 970.0, NORTHEAST SIDE OF TANKACCESS HATCH TO EXTERIORACCESSIBLE FROM LANDING STAFF REPORT Agenda Item: 10a. Council Meeting: October 27, 2022 Prepared By: Maggie Ung Topic: 2023 Fee Schedule Direction Action Required: Direction Summary: Staff will soon begin drafting the 202 3 Fee Schedule. In advance of doing so, i t is requested to receive expectations and direction from the City Council for fe e changes. Additionally, staff is working with Baker Tilly on a fee schedule analysis to determine if changes will need to be made to certain fees prior to presenting a draft fee schedule. Staff will bring a proposed 2023 fee schedule at an upcoming council meeting. Financial/Budget: Direction from the Council will be used to create the first draft of the 202 3 fee schedule. Staff will present the draft 2023 fee schedule at an upcoming council meeting. Options: 1. Provide staff direction on 2023 fee schedule expectations. Recommendation: Provide staff direction on 2023 fee schedule expectations. Council Action: Provide staff direction on 2023 fee schedule expectations. Attachments: N/A STAFF REPORT Agenda Item: 10b. Council Meeting: October 27, 2022 Prepared By: Jessica Beise Topic: 2023 Bond Schedule Action Required: Direction Summary: At the October 13th council work session, Tammy Omdal presented the draft 2022 Financial Management Plan. The plan included issuing bonds in 2023 for the Water Supply Project, Hackamore Road Improvements, Horseshoe Bend Stormwater Improvements, City Center Drive and 79th Place Improvements, and the City Park Remaster. At the work session, there was discussion about what to include in the bonds. Staff is seeking direction on whether to include the funds for the City Park Remaster into the 2023A bonds or to seek a separate issuance if needed. Since the Financial Management Plan draft was presented, staff has been working with Stantec and Wenck to understand the next steps with the Park Remaster project. Below is the proposed timeline for final design. • November 10, 2022: Request City Council authorize a proposal for documents to obtain 70% design. • January 12, 2023: Quotes go to City Council for final approval of the organization that will put together full design specifications. • February 16, 2023: Full design plans go to Parks and Trails Commission for review. • March 9, 2023: Full design plans go to City Council for review. Following final design, Council would need to authorize bidding. The other projects for the bonds will have bids in December or January or cost estimates as outlined in a feasibility study. Bonding with the other proposed projects, allows for the City to save costs on the issuance of the bonds, not paying issuance costs twice for two issuances. Bonding separately for the Park Remaster would allow for an accurate bonding amount, as the project will be bid and the City should understand if the Hennepin County Youth Sports Facility Grant has been awarded. The 2023A Schedule as of today’s meeting is as follows: • November 10, 2022: Call the Tax Abatement Hearing • December 8, 2022: Hold the Tax Abatement Hearing • January 26, 2023: Issue the 2023A Bonds Page 2 Financial/Budget: The bond costs are included in the draft 2022 Financial Management Plan and will be incorporated into the 2024 budget and future budgets. Options: 1. Provide feedback to staff. Recommendation: Staff recommends a separate bond issuance due to the unknown f inal amount of the project. Council Action: Direct staff to proceed with bonding documents without the City Park Remaster included. Attachments: N/A STAFF REPORT Agenda Item: 10c. Council Meeting: October 27, 2022 Prepared By: Maggie Ung Topic: 2023 Benefits Summary Action Required: Approval Summary: Annually the City approves employee benefits for the following year . The City is in the small employer market for which rates are not released by carriers unti l after October 1st. Staff received 2023 rates from the benefits brokers on October 1 7th for 20 23 health insurance benefits. Staff is reviewing the options provided and obtaining addi tional information. Due to the timing, staff w ill be providing a recommended plan prior to the council meeting. The City has a practice of sharing premium increases 70/30 employer/employee. Staff anticipates continuing this practice in 2023. Staff is finalizing the composite rates for health insurance and will update the City’s contribution for Council to review prior to the meeting. Open Enrollment for employees begins on November 1st and ends on November 23 rd. An all-employee meeting will take place on October 31st to walk through the information and employees will be informed that the details are contingent on Council approval at this meeting. It is requested that the City Council approve the draft benefits summary as presented at the meeting. Attached to this report is a draft benefits summary with plan details and cafeteria plan amounts to be provided prior the meeting. Financial/Budget: The preliminary budget assumed a 5.5% increase to employer health insurance costs. Alignment with Values: This item relates to the following adopted values: Fiscal Responsibility We believe that the prudent stewardship and opportunistic investment of public funds is essential for confidence in government and to position the City for future success. Options: 1. Approve the 2023 benefits summary as presented and authorize staff to complete necessary documents for implementation. 2. Approve the 20 23 benefits summary with amendments and authorize staff to complete necessary documents for implementation. Recommendation: Approve the 2023 benefits summary as presented and authorize staff to complete necessary documents for implementation. Page 2 Council Action: Consider a motion to approve the 20 23 benefits summary as presented and authorize staff to complete necessary documents f or implementation. Attachments: 1. Draft 2023 Benefits Summary 20232 Benefits Summary CITY OF CORCORAN Page | 2 Disclaimer: If you have any questions after reviewing this booklet and the other provided materials, please contact the benefits contacts listed in this booklet. The information in this booklet is designed to provide only a brief description of the benefits included in the benefits program. If there is a conflict between the information in this booklet and the formal insurance plan documents or insurance contracts, the documents or contracts will govern. The benefit plans described in the booklet can have tax consequences for participants. Since this booklet is intended to be a summary of the Benefit Program, it can provide only generalized information regarding the tax rules involved. The City of Corcoran is not responsible for the tax consequences for any individual participating in this plan. See your tax advisor for additional assistance. Page | 3 Table of Contents Page 4 Benefits Overview Page 4 Eligibility Page 4 Cafeteria Plan Page 5 Benefits Contacts Page 5 Enrollment Page 5 Change in Benefits/Status Page 6 Benefits Page 6 Medical Health Insurance Health Savings Account City HSA or FSA Contribution Page 7 Dental Page 7 Life Insurance Basic Supplemental Page 7 Disability Insurance Short Term Disability Long Term Disability Page 8 Paid Time Off Page 9 Public Employee Retirement Association Page 9 MSRS – Post-Retirement Health Care Savings Page 9 Flexible Spending Accounts Page 10 Deferred Compensation Page 10 Additional Information Page 10 Cash Benefits Page 10 Annual Notices Page 11 Helpful Links Page | 4 Benefits Overview The City of Corcoran recognizes that each employee has unique personal and family health care, insurance and financial needs. That’s why we’ve made choice and flexibility the cornerstones of our benefits program. Please read the material carefully to learn how the benefits program works, what options are available, and how to enroll for your benefits. In addition to contributing to employee benefits, the City contributes sums towards various programs that provide further benefits to employees such as Social Security and Workers Compensation Insurance. Eligibility All regular employees working over 30 hours per work week (prorated up to 40 hours) are eligible for the Plan. Newly hired employees will become eligible on the first of the month after date of hire. Employees who have met these eligibility requirements on the Plan’s effective date may participate as of the effective date. Cafeteria Plan The benefits program lets you design a benefits package that fits your specific needs and goals in a “cafeteria design”. The diagram below illustrates how the employer and employee contributions are used to purchase benefits from a menu. In 20223, the City provides employees selecting single coverage $1,117.04_______ per month towards benefits and employees taking family coverage $1,369.18_______ per month towards benefits. Employer Contributions The City of Corcoran makes employer contributions to each employee. A portion of the contributions will be used to purchase health insurance and the remainder, if any, can be used to purchase dental insurance or other optional benefits of your choice. Your Benefit Options Medical insurance coverage is required through the City’s plan, a spouse’s plan, Medicare or another health insurance plan. A variety of additional benefits are available for purchase with the employer contribution that is not spent on medical insurance. If there is employer contribution left after you purchase optional benefits you may receive the remaining employer contribution as taxable cash compensation. The City also offers an opt-out medical reimbursement for those waiving medical coverage who are on a spouse’s plan (A Waiver of Coverage Form must be completed. The opt-out medical reimbursement for 20223 is $617.00 per month. The opt-out medical reimbursement may be distributed towards other elected benefits or as taxable cash compensation. Employees cannot receive the opt-out medical reimbursement if they are on Medicare, covered under a parent’s plan or enrolled in an outside medical insurance plan. Page | 5 Employee Contribution If you utilize all your Employer Contributions and still have additional coverage needs, you will contribute your own money to cover the cost of your benefits. Benefits Contact For information on benefits options and benefits processing through payroll contact your benefits team members: Jessica Beise City Administrator 763-400-7029 jbeise@corcoranmn.gov Maggie Ung Finance Manager 763-400-7032 mung@corcoranmn.gov Human Resources humanresources@corcoranmn.gov Enrollment To enroll in health benefits, you can make elections through the City’s online enrollment portal or schedule a meeting with a benefits team member, and they will provide the needed forms. They will walk through the benefit options and aid with the required paperwork. Change in Benefits/Status The benefits you select at open enrollment will remain in effect through December 31, 2023 unless you experience a “change in family status.” A change in family status may allow you to make mid-year changes to your benefit selections. A change in family status is defined as one of the following events: • Change in legal marital status • Change in number of tax dependents • Employment status change for you, your spouse or dependent • Change in cost or coverage of day care • Dependent satisfies or ceases to satisfy eligibility requirements • Residence change by you, your spouse or dependent Please note: Individual benefits may have stricter requirements than the overall Flexible Benefit Plan. If you experience a change in family status, certain benefits, such as medical insurance, may not allow for mid-year benefit changes. Employer provides monies as a benefit contribution Employee Selects Benefits If funds remain, the employee receives these monies as taxable compensation If no funds remain, the employee pays the additional monies for the benefits Formatted Table Field Code Changed Formatted: Font: Book Antiqua Field Code Changed Formatted: Font: Book Antiqua Formatted: Font: 11 pt Page | 6 You can make changes throughout the year to y our Health Savings Account should changes arise. If you have questions on changes in status, contact a benefits team member. Benefits The City offers a variety of benefits which are summarized below. If you have questions on any of the benefits described in this booklet, contact a benefits team member. Medical Health Insurance The City offers two medical plan options with Health Partners to our employees. The plans have two different coverage levels providing single and family coverage for a wide range of hospital and medical services and supplies. Medical insurance coverage is required through the City’s Health Partners plan, a spouse’s plan, Medicare or another health insurance plan. Employees may waive medical coverage if they are on a spouse’s health plan, Medicare or another health plan. Employees who choose to waive this coverage must provide proof of coverage. Only employees who are on a spouse’s health plan are eligible for an opt out medical reimbursement. Health Savings Account (HSA) As part of our medical benefit options, the City of Corcoran offers a Health Savings Account (HSA) for those employees who choose the high deductible (HDHP) Plan offered with an HSA option. The maximum HSA contribution is $3,6 50.003,850.00 for single and $7,300.007,750.00 for family. Employees 55 or older can make an additional “catch-up” contribution of $1,000 towards their HSA. Employees select the amount they would like to contribute to their HSA. Individual accounts are set up at Optum and the amount deposited will be deducted pre-tax from the employee’s paycheck each pay period and deposited into the account. When funds in the HSA are used for medical tax qualified expenses, the funds are tax- free. Each employee will receive a debit card to use for paying for medical expenses or for reimbursing themselves from their account. Money in the HSA not used in any given year will rollover into the next year’s balance or may be used for eligible expenses after termination from employment or retirement. If you have switched from a previous HRA plan to an HSA plan, those funds are available on a limited dental and vision basis. City Health Savings Account (HSA) or Flexible Spending Account (FSA) Contribution Formatted: Font color: Red Formatted: Font color: Red Page | 7 The City will contribute $115.38 per pay period towards employees’ HSA for those employees taking health insurance through the City’s Health Partners plan. Employees opting out of health care will receive a City Contribution of $350.00 into a FSA account. Employees can submit receipts to the benefits team members for reimbursement of qualifying medical expenses or dependent care expenses. These FSA funds must be used within a calendar year or these may be forfeited and must be limited to certain types of expenses if you or a spouse has access to an HSA. For additional information on either a HSA or FSA, see those sections in this booklet or speak to a benefits team member. Dental Dental insurance is offered through Delta Dental. It offers a way for you and your family to maintain a program of regular dental checkups, preventive care and repair. There are certain waiting periods on benefits you may want to be aware of. Life Insurance Basic Life and Accidental Death and Dismemberment Insurance The City pays for $50,000 worth of personal group term life insurance for each employee, including accidental death and dismemberment insurance. Supplemental Life Employees can purchase supplemental life insurance above basic life insurance, for themselves, theira spouse or their children. Disability Insurance Employees will receive a stipend to purchase short -term and long-term disability coverage and will be required to maintain coverage. By the employee paying for the benefit, the benefit will not be taxed upon use rather than the benefit being taxed. Short-Term Disability Your Short-Term Disability (STD) policy is a City provided benefit offered through a selected insurance carrier. Employees qualify for short term disability when they are not able to perform their job duties because of the employee’s personal illness or disability. While employees may qualify for other types of leaves, employees do not qualify for short-term disability benefits based upon the illness or disabi lity of another family member. After a designated waiting period per the contracted insurance provider’s guidelines, the insurance carrier will pay employee’s pre-disability salary at 60% percent and the employer will pay the remaining total based on years of service at the following rates: • 0-6 years of service: 70% • 7 + years of service: 100% Page | 8 • Any employees represented by a labor agreement hired after January 1, 2016 will receive employee’s pre-disability salary up to a maximum of 60% provided by a short-term disability insurance provider. • Any employees not represented by a labor agreement hired after January 1, 2017 will receive employee’s pre-disability salary up to a maximum of 60% provided by a short-term disability insurance provider. Employees may receive short-term disability payments of up to 90 consecutive calendar days per year, after which long-term disability coverage may be utilized. PTO may be used to bridge the gap from short-term disability. For employees who worked at the City before 2007, they may use their Extended Leave Bank to bridge the gap to short- term disability. See the employee handbook for more information. Long-Term Disability Your Long-Term Disability (LTD) policy is a City provided benefit offered through a selected insurance carrier. Eligible employees are covered with a benefit equal to 60% of monthly pay subject to a maximum paid by the insurance carrier. PTO or an Extended Leave Bank can used to bridge the gap on long term disability. It is the employee’s responsibility to communicate with the benefits team and their department supervisor weekly to inform them of their health/return to work status during their disability. An employee handbook can be obtained from the benefits team. Paid Time Off (PTO) Less than full-time status or leaves of absence can affect total days available. Employees in regular part-time positions, generally scheduled to work 30 or more hours per week, shall earn paid time off based on their years of service on a pro-rated basis. Every 173.33 hours worked is equal to a “month”. Temporary and s easonal employees are not eligible for PTO. PTO may be used in one (1) hour increments for non-exempt employees. PTO should be scheduled with as much advance notice as possible to assist in scheduling workflow. Exempt employees should refer to the employee handbook for PTO usage. Service Increment Total PTO Days/year Total PTO hours/per pay period 0 - .9 years 15 4.7 1 - 4.9 years 20 6.2 5 - 9.9 years 25 7.7 10 - 14.9 years 30 9.3 15 – 19.9 years 35 10.8 20 + * 40 12.4 *Applies only to employees hired prior to December 1, 2011 Page | 9 At the end of each calendar year, you may roll over up to one time your annual PTO allocation into your PTO bank. Any PTO time over one year’s accrual will be forfeited. For non-union employees when you leave the City upon termination or retirement, an employee must contribute 50% of their PTO severance into their Post -Retirement Health Care Savings Plan. Union employees contribution is per the current labor agreement. For more information see the employee handbook. PERA – Public Employees Retirement Association The City and employees are both required to participate in a pension program. State law sets the required amount of the contribution. For more information, see the Additional Information section for links to the PERA website. MSRS – Post Retirement Health Savings Minnesota State Retirement System (MSRS) administers the Post-Retirement Health Care Savings Plan. Dollar amounts per the employee handbook or current labor agreement are set aside tax-free both going into and when taken out of your account. Money set aside in this account is used to pay for medical expenses, health insurance, and other premiums after your termination from state employment. For more information view the Additional Information section for links to the MSRS website. Flexible Spending Accounts (FSAs) Two Flexible Spending Accounts offer participating employees a convenient way to use pre-tax dollars to pay for non-covered health care and dependent care expenses: • Health Care Expense Reimbursement Account--Under our Medical Plan, you pay deductible and co-insurance costs out of your own pocket. You also pay the full cost of other items that are not covered by the Plan. By participating in this expense reimbursement account, you can pay up to $2,650 of these expenses with pre-tax dollars. Health Care Expense Reimbursement Accounts must be limited to vision and dental expenses if you or your spouse have participation in an HSA. Contact a benefits team member for more information or questions. For 20223: Eligible 20223 Health Care FSA expenses may be incurred between Jan. 1 – Dec. 31, 20223. You have until March 31, 20234, to submit your claims for reimbursement. Any funds remaining in your account after March 31, 20234, will be forfeited, so it is important to estimate your expenses carefully. • Dependent Care Expense Reimbursement Account--If you must pay for the care of a dependent child or adult care. Eligible employees who enroll in the expense reimbursement account can also cover up to $5,000 of such expenses per Plan year. Page | 10 The dependent care account reimburses dependent day care expenses necessary while you (and your spouse, if you're married) are attending school on a full-time basis or working. Typically, these would be day care expenses for children, but you can also use this account to reimburse day care for other dependents, such as spouses, parents, or grandparents, who cannot care for themselves. Your dependent must live in your home at least eight hours a day. Allowable expenses include those for care provided in your home, a sitter's home, or a day care facility. Allowable expenses must include proof of payment for the services. Expenses for certified all- day kindergarten programs are not eligible. For 20223: Eligible 20223 dependent care FSA expenses may be incurred between Jan. 1 – Dec. 31, 20223. You have until March 31, 20234, to submit your claims for reimbursement. Any funds remaining in your account after March 31, 20234, will be forfeited, so it is important to estimate your expenses carefully. The above two accounts do not change the amount or shape of your current health care benefits. They are a means of budgeting and paying for these expenses in a more economical manner. Deferred Compensation and ROTH Contributions The Minnesota Deferred Compensation Plan (MNDCP) and ROTH is open to all Minnesota public employees. This program allows an employee to voluntarily set aside a portion of their income and accumulate it on a pre-tax basis, after tax basis or both. For more information, see the Additional Information section for links to the MSRS website. Additional Information Cash Benefits After you have selected your benefits, you may still have part of your monthly employer contribution left over. Any unspent monthly employer contributions will be paid to you as taxable cash compensation. If you are waiving “medical insurance” because you are covered under a spouse’s health insurance plan, the City’s “opt out” contribution for your cafeteria plan will be distributed amongst any of the other cafeteria benefits if you choose. If no elections, the entire amount will be paid out to you as taxable income each month. If you participate in another plan or Medicare you are not eligible for the “opt out” contribution. Annual Notices Medicare Creditable Coverage Notice We are required to provide a Medicare Creditable Coverage Notice to any Medicare- eligible members enrolled or seeking enrollment on our medical Plan. Medicaid and the Children’s Health Insurance Program (CHIP) Notice We are also required to provide this notice which offers information to help employees and their children who are eligible for our health coverage, but need assistance in Page | 11 paying their health premiums, as well as Special Enrollment periods. The notice gives state contact information for Minnesota. Women’s Health and Cancer Rights Act Notice The Women’s Health and Cancer Rights Act Notice outlines your coverage required by federal law in the event of a mastectomy. HIPAA Special Enrollment Rights If you are waiving coverage under our medical Plan, you may have special enrollment rights if you have a qualified status change. In the interest of being environmentally conscious, more information on the above notices is available by contacting the benefits team. Notification of Possible Federal Public Service Loan Forgiveness Eligibility (PSLF) If you have student loans, there is a public service loan forgiveness program. Protecting Your Health Information Privacy Rights The City of Corcoran is committed to the privacy of your health information. The administrators of the City’s Health Partners (the “Plan”) use strict privacy standards to protect your health information from unauthorized use or disclosure. The Plan’s policies protecting your privacy rights and your rights under the law are described in the Plan’s Notice of Privacy Practices. You may receive a copy of the Notice of Privacy Practices by contacting Jessica Beise, Administrative Services DirectorMaggie Ung, Finance Manager at 763-400-702932 or via email at jbeise@ci.corcoran.mn.usmung@corcoranmn.gov or Human Resources at humanresources@corcoranmn.gov. Helpful Links PERA - http://www.mnpera.org/ MSRS (Post Retirement Health Care Savings Plan and Deferred Compensation) - https://www.msrs.state.mn.us/ Federal Public Service Loan Forgiveness - https://studentaid.gov/manage-loans/forgiveness-cancellation https://studentaid.ed.gov/sa/repay-loans/forgiveness-cancellation/public-service Field Code Changed Formatted: Hyperlink, Font: Book Antiqua, 12 pt Formatted: Hyperlink, Font: Book Antiqua, 12 pt STAFF REPORT Agenda Item: 10d. Council Meeting: October 27, 2022 Prepared By: Jessica Beise Topic: St. Therese Conduit Bond Host Approval Action Required: Direction Su mmar y: On September 22, 2022, the City of Corcoran authorized the use of conduit bonds for the St. Therese of Corcoran project. Since that time the bond rates have become challenging for St. Therese to finance the project as initially proposed. St. Therese would like to utilize the City’s remaining $8.2 million in Bank Qualified allowance, seek an additional $10 million in Bank Qualified allowance with another community in Minnesota and utilize non-Bank Qualified bonds with the City of Corcoran for the remainder of the funding. The City of Corcoran would have to allow host approval for St. Therese to seek other funding from a different community and host a public hearing for host approval. Fi nanc ial/B udget: The City would receive an administrative fee for hosting conduit bonds. Staff is consulting with Bond Counsel on how the change in issuance impacts this fee and will have an answer at the meeting. Op tions: 1.Authorize Resolution 2022-130 Resolution Calling for a P ublic Hearing or the Purpose of Providing Host Approval for the Issuance of Conduit Revenue Bonds for the Benefit of Saint Therese of Corcoran, LLC and Authorizing the Publication of a Notice of the Hearing (Saint Therese Of Corcoran Project). 2.Decline host approval. Rec ommendatio n: Staff recommends allowing for host approval as the project may not be feasible without the alternative financing mechanism. Co uncil Action: Consider a motion to adopt Resolution 2022-130 – Resolution Calling for a Public Hearing or the Purpose of Providing Host Approval for the Issuance of Conduit Revenue Bonds for the Benefit of Saint Therese of Corcoran, LLC and Authorizing the Publication of a Notice of the Hearing (Saint Therese Of Corcoran Project). Attac hments: 1.Resoluti on 2022-130 – Resolution Calling for a Public Hearing or the Purpose of Providing Host Approval for the Issuance of Conduit Revenue Bonds for the Benefit of Saint Therese of Corcoran, LLC and Authorizing the Publication of a Notice of the Hearing (Saint Therese Of Corcoran Project). City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-130 Page 1 of 2 Motion By: Seconded By: Resolution Calling for a Public Hearing or the Purpose of Providing Host Approval for the Issuance of Conduit Revenue Bonds for the Benefit of Saint Therese of Corcoran, LLC and Authorizing the Publication of a Notice of the Hearing (Saint Therese Of Corcoran Project) WHEREAS, pursuant to Minnesota Statutes, Chapter 462C, as amended (the “Act”), municipalities are authorized to carry out the public purposes described in the Act by providing for the issuance of revenue bonds to provide funds to finance mult ifamily housing developments (including facilities that are a combination of multifamily housing developments and health care facilities); and WHEREAS, Minnesota Statutes, Section 471.656, as amended, authorizes a municipality to issue obligations to finance the acquisition or improvement of property located outside of the corporate boundaries of such municipality if the obligations are issued under a joint powers agreement between the municipalities issuing the obligations and the municipality in which th e property to be acquired or improved is located. Pursuant to Minnesota Statutes, Section 471.59, as amended, by the terms of a joint powers agreement entered into through action of their governing bodies, two or more municipalities may jointly or cooperatively exercise any power common to the contracting parties or any similar powers, including those which are the same except for the territorial limits within which they may be exercised and the joint powers agreement may provide for the exercise of such po wers by one or more of the participating governmental units on behalf of the other participating units; and WHEREAS, the City of Corcoran, Minnesota (the “City”), has received from Saint Therese of Corcoran, LLC, a Minnesota nonprofit limited liability company, or an affiliate thereof or entity related thereto (the “Borrower”), whose sole member is Saint Therese Communi ties, a Minnesota nonprofit corporation and tax exempt organization pursuant to Section 501(c)(3) of the Internal Revenue Code of 1986, as amended, (the “Corporation”), a proposal that the City provide host approval for the issuance of conduit revenue bonds (in one or more series) (the “Bonds”) by one or more cities, as defined by Section 462C.02, subdivision 6 of the Act, to be selected by the Borrower (the “Issuer”), pursuant to the Act, Minnesota Statutes, Sections 471.59 and 471.656, as amended (the “Joint Powers Act”), and the Internal Revenue Code of 1986, as amended (the “Code”); and WHEREAS, the proceeds of the Bonds will be loaned by the Issuer to the Borrower to (i) finance the acquisition, construction and equipping of a senior living campus including approximately 99 independent living apartments, 34 assisted living apartments and 20 memory care apartments, and related common areas, facilities and amenities, to be located south of City Hall on approximately 13 acres located at 8200 County Road Number 116 near the intersection of County Road 10 and County Road 116 (Fletcher Lane) in the City (the “Project”); (ii) fund all or a portion of the capitalized interest for the Bonds, if necessary; (iii) fund a debt service reserve for the Bonds, if necessary; and (iv) pay the costs of issuance for the Bonds. The Project will be owned and operated by the Borrower; and City of Corcoran October 27, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-130 Page 2 of 2 WHEREAS, the City has been advised that a public hearing and City Council approval of the financing of the Project are needed under the Act, the Joint Powers Act and Section 147(f) of the Code because the facilities to be financed by the Bonds are located in the City: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Corcoran, Minnesota, as follows: 1. A public hearing on the proposal of the Borrower will be held at the time and place selected by the City Administrator. Notice of such hearing (the “Public Notice”) will be published and/or posted as required by Section 147(f) of the Code. 2. Kennedy & Graven, Chartered, as bond counsel to the City (“Bond Counsel”), is hereby authorized and directed to publish the Public Notice, in substantially the form attached hereto as EXHIBIT A with such changes as approved by city staff, in the official newspaper of the City and in a newspaper of general circulation in the City, at least 7 days before the meeting of the City Council at which the public hearing will take place. 3. The Borrower will pay, or, upon demand, reimburse the City for payment of, any and all costs incurred by the City in connection with the proposed financing, whether or not the Bonds are issued. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27nd day of October 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk STATE OF MINNESOTA ) ) COUNTIES OF HENNEPIN ) SS. ) CITY OF CORCORAN ) I, the undersigned, being the duly qualified and acting City Clerk of the City of Corcoran, Hennepin County, Minnesota (the “City”), do hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council held on September 22, 2022 with the original minutes on file in my office and the extract is a full, true and correct copy of the minutes insofar as they relate to the issuance of conduit revenue bonds for a project in the City. WITNESS my hand officially as such City Clerk this ______ day of September, 2022. City Clerk EXHIBIT A NOTICE OF A PUBLIC HEARING TO BE CONDUCTED BY THE CITY OF CORCORAN WITH RESPECT TO THE ISSUANCE OF CONDUIT REVENUE OBLIGATIONS BY THE CITY OF _________ FOR THE BENEFIT OF SAINT THERESE OF CORCORAN, LLC Notice is hereby given that the City Council of the City of Corcoran, Minnesota (the “City”) will hold a public hearing at the Corcoran City Hall, located at 8200 County Road 116 in the City, at 7:00 p.m. on [__________], 2022 to consider a proposal that the City grant host city approval to the issuance by the City of _______, Minnesota (the “Issuer”) of conduit revenue obligations, in one or more series (the “Bonds”), under Minnesota Statutes, Chapter 462C, as amended, and Minnesota Statutes, Sections 471.59 and 471.656, as amended, (the “Act”), in order to finance the cost of a project located in the City. Saint Therese of Corcoran, LLC, a Minnesota nonprofit limited liability company (the “Borrower”), whose sole member is Saint Therese Communities, a Minnesota nonprofit corporation and tax exempt organization pursuant to Section 501(c)(3) of the Inter nal Revenue Code of 1986, as amended, or an affiliate thereof or entity related thereto (the “Corporation”) proposes to use the proceeds of the Bonds to (i) finance the acquisition, construction and equipping of a senior living campus including approximate ly 99 independent living apartments, 34 assisted living apartments and 20 memory care apartments, and related common areas, facilities and amenities, to be located south of City Hall on approximately 13 acres located at 8200 County Road Number 116 near the intersection of County Road 10 and County Road 116 (Fletcher Lane) in the City (the “Project”); (ii) fund all or a portion of the capitalized interest for the Bonds, if necessary; (iii) fund a debt service reserve for the Bonds, if necessary; and (iv) pay the costs of issuance for the Bonds. The Project will be owned and operated by the Borrower. The maximum estimated principal amount of the Bonds or other obligations to be issued to finance the Project is $50,000,000. The Bonds will be special, limited o bligations of the Issuer, and the Bonds and interest thereon will be payable solely from the revenues and assets pledged to the payment thereof. No holder of any Bonds will ever have the right to compel any exercise of the taxing power of the City to pay the Bonds or the interest thereon, nor to enforce payment against any property of the City. The Bonds are to be payable solely from revenues and security provided by the Borrower and pledged to the payment of the Bonds. At the time and place fixed for th e public hearing, the City Council will give all persons who appear at the hearing an opportunity to express their views with respect to the proposal. Written comments will be considered if submitted at City Hall on or before the date of the hearing. [Publish ______, 2022] Agenda Item: 11a. Page 1 of 4 8200 County Road 116, Corcoran, MN 55340 763-420-2288 email: general@corcoranmn.gov / website: www.corcoranmn.gov MEMO Meeting Date: To: From: Re: October 27, 2022 City Council Natalie Davis McKeown, Planner Active Corcoran Planning Applications The following is a status summary of active planning projects: 1. Lots, Fences, and Walls ZOA (City File No. 22-033). Staff received direction at the June 9th Council meeting on potential solutions for additional fence flexibility within front yards as well as identifying a primary front yard for lots with multiple frontages. The City Council reviewed a draft ordinance at the August 11th meeting and directed staff to limit the focus of the amendment to reduce the setback for fences to 25’. This item was identified as a Top 4 priority for staff to focus efforts in 2022 and was scheduled for a public hearing at the September 1st Planning Commission meeting. The Commission forwarded a recommendation to approve with some changes to the proposed amendment. The City Council approved the ordinance as recommended by staff at the September 22nd meeting with the Summary Publication Ordinance approved on October 13th. 2. Transition/Buffer Zones ZOA (City File 22-034). At the July 14th City Council confirmed, this item was confirmed as a Top 4 priority for staff to focus efforts on in the remainder of 2022. Staff is working on preparing a draft based on feedback provided at the May 12th work session. A working draft is on the agenda for the October 27th City Council work session to provide feedback and is expected to be sent to the Planning Commission for a public hearing as early as December. 3. MS4 Update (City File 22-035). Public Works proposed a code update to incorporate new MS4 permit requirements. The City Code amendment was approved by the City Council at the October 13th regular meeting. 4. Vollrath Ag Shop CUP (PID 20-119-23-22-0003) (City File No. 22-038). Trent Vollrath submitted an application for a conditional use permit to allow an agricultural building as the primary structure on an otherwise vacant lot that is actively farmed. The application is complete and is scheduled for a public hearing at the Planning Commission meeting on November 3rd and the City Council on November 21st. 5. Pioneer Trail Industrial Park, Rezoning and Preliminary Plat and PUD (PID 32-119-23-34- 0013, 32-119-23-34-0007, 32-119-23-43-0005 and 32-119-23-43-0006) (City File No. 22- Page 2 of 4 039). An application was submitted to move forward with the preliminary approvals for the Pioneer Trail Industrial Park off Highway 55. The item is still incomplete as of this memo and is not yet scheduled for Planning Commission or City Council. It is possible a complete submittal will be received in time for the December meetings. 6. Corcoran Farms Business Park Rezoning and Preliminary Plat and PUD at 20130 Larkin Road (PID 26-119-23-13-0006) (City File No. 22-044). The City received a second industrial PUD application. The Planning Commission held a public hearing on October 6th and recommended denial of the application. The item will be reviewed at the City Council on October 27th. 7. PUD Standards Zoning Ordinance Amendment (City File No. 22-045). At their July 14th meeting, the City Council identified updating the PUD ordinance as a Top 4 priority for staff to focus efforts on in the remainder of 2022. The Council held a work session on July 28th to establish further direction on the desired updates to the PUD ordinance. Staff will take this feedback to establish a first draft for further review by the Council at an upcoming meeting. Review of a working draft is tentatively scheduled for the City Council work session on October 27th. This item may be forwarded to the Planning Commission for a public hearing as soon as the December 1st meeting. 8. Rental Ordinance (City File No. 22-046). At their July 14th meeting, the City Council identified establishing a rental ordinance as a Top 4 priority for staff to focus efforts on in the remainder of 2022. City Council reviewed a first draft of the rental ordinance at the September 22nd work session. Staff is currently refining the draft based on Council feedback, and a second draft is tentatively scheduled for a City Council work session on November 21st. 9. Brown Riding Arena CUP (PID 05-119-23-13-0008) (City File No. 22-047). An application was submitted to allow a horse-riding arena on a ten-acre parcel as the structure, in conjunction with the necessary horse barn, will be in excess of the accessory structure footprint permitted by right. The public hearing was held by the Planning Commission on September 1st, and the Commission unanimously recommended approval of the CUP. Council approved the CUP at the September 22nd meeting. 10. Pro-Tech Site Plan, CUP, and Variance (PID 26-119-23-11-0020) (City File No. 22-048). An application was submitted to move forward with the site plan, two CUPs, and three variances for an expansion of Pro-Tech Auto. The public hearing was held at the September 1st Planning Commission meeting, and all variances were recommended for approval. The Council approved the project at the September 22nd meeting. 11. O’Brien Sketch Plan (PID 32-119-23-44-0003) (City File No. 22-049). A sketch plan application was submitted for corporate offices of Crystal Distribution Inc (CDI) spanning 15,000 square feet at 22320 Highway 55. The item was reviewed by Council at the August 25th Council meeting. The feasibility study for the project wrapped up this past week. Staff and the applicant are discussing next steps based on the results of the feasibility study. 12. Water Treatment Plan Site Plan and Variances (PID 12-119-23-22-0010) (City File No. 22- 052). A site plan application was submitted by Stantec to move forward with the site for the City’s water treatment plant located at 10120 County Road 116 in the Northeast District. The submitted site plan would require three variances related to screening and an accessory structure within the front yard. The item was reviewed by the Planning Commission on September 1st with a recommendation to approve the application except for one of the proposed screening-related variances. The City Council approved the Planning Commission’s recommendation at the September 22nd meeting. 13. St. Therese Site Plan Amendment (PID 24-119-23-23-0001) (City File No. 22-053). St. Therese submitted a request to modify their building plan. These changes will allow for the Page 3 of 4 Skilled Nursing portion of the project to be added as a future phase and will expand the Memory Care component from 17 units to 20 units. Additionally, the changes request allowance of a pitched roof. The change involves less than 10% of the total existing site area and qualifies as a minor change that will be approved administratively. Staff expects to provide Council an informational staff report with updated plans at the November 10th meeting. 14. Slabaugh Variance (PID 10-119-23-21-0014) (City File No. 22-054). Gideon and Heather Slabaugh submitted a variance request to allow a covered porch to encroach within the front setback of their property at 9925 Ebert Road. This item was reviewed by the Planning Commission at the October 6th meeting and unanimously recommended approval. The City Council is expected to take final action at the October 27th meeting. 15. Tharp Accessory Structure CUP (PID 11-119-23-31-0011) (City File No. 22-055). Shawn Tharp applied to allow for an accessory structure that will exceed a footprint of 3,969 square feet. The structure would be located at 20420 Duffney Circle which is over 10 acres in size, so the property owner can exceed the allowable footprint through a CUP. This item was reviewed at a public hearing held at the October 6th Planning Commission meeting. The CUP was recommended for approval unanimously with a condition for landscaping along Duffney Drive and a 3-year approval period. The City Council is expected to take final action at the October 27th Council meeting. 16. Water Tower Preliminary Plat, Site Plan, Variance (PID 11-119-23-14-0004) (City File No. 22-057). An application to move forward with the water tower at 19951 Oswald Farm Road was submitted. Variances are required from the lot size standards as well as from screening requirements for the overhead door. This item was reviewed at a public hearing held by the Planning Commission on October 6th. The application was recommended for approval unanimously. The City Council is expected to take final action at the October 27th meeting. 17. Kariniemi Meadows Final Plat (PID 18-119-23-11-0002) (City File No. 22-059). An application for the final plat of Kariniemi Meadows was received by the City. The application was deemed complete and will be reviewed by the City Council at the October 27th regular meeting. 18. Northeast District Zoning Ordinance Amendment (City File No. 22-060). Staff proposes a couple of verbiage changes to the screening and landscaping requirements in the NE District Plan and Design Guidelines. These changes will address logistics in applying the plan that became evident while reviewing the proposed water tower and water treatment plant sites. The proposed changes will still require a high standard for development in the NE District while building in some flexibility to reduce reliance on variances and planned unit development (PUD) flexibility. The item was reviewed at a public hearing by the Planning Commission at the October 6th meeting. The proposed amendment was recommended for approval on a 2-1 vote. The City Council is expected to review and take final action on the amendment at the October 27th meeting. 19. Keefe Minor Subdivision (PID 33-119-23-12-0007) (City File No. 22-063). An application for a two-lot subdivision at 6801 Willow Drive was submitted. The application was determined to be incomplete for City review and is not currently scheduled for review by the City Council. This type of application does not require review by the Planning Commission. 20. Liberty Dog Grooming Special Home Occupation Administrative Permit (PID 06-119-23- 13-0002) (City File No. 22-064). An application for a special home occupation was submitted by Michelle Borowicz to operate a small-scale dog grooming business at 23360 Oakdale Drive. This application type requires notification to properties within 350 feet of the proposed home to allow submittal of written comments. The comment period is currently open through October 28th. Notices were mailed out with detailed information available on the website. This is Page 4 of 4 expected to be reviewed administratively with a final decision made in early November. 21. Park Dedication Fees Update (City File No. 22-065). Staff and Council are evaluating park dedication fees which will require an update to the Subdivision Ordinance. A public hearing notice was published for the November 3rd Planning Commission meeting. It is possible that this will need to be tabled to the December 1st meeting. 22. Dish Tower Site Plan Amendment (PID 25-119-23-44-0005) (City File No. 22-066). A minor site plan amendment application was submitted for installation of new ground equipment at an existing telecommunications tower at 7205 County Road 101. This application is currently under review for completeness and will be approved administratively. 23. Paulsen Building Rights Appeal (PID 09-119-23-32-0002) (City File No. 22-067). Gerald Paulsen submitted a building rights appeal application for his property at 22101 County Road 30. This application is currently under review for completeness and is not yet scheduled for review by the City Council. If complete, the item would likely be scheduled for the December 22nd Council meeting. This type of application is not reviewed by the Planning Commission. 24. Tavera 5th Addition Final Plat and Final Planned Unit Development Plan (PID 35-119-23- 43-0001) (City File No. 22-068). Lennar submitted an application this week for the final plat and final PUD plan for Tavera 5th Addition. This item is under review for completeness. The earliest this would be reviewed by Council is the November 21st meeting. City of Corcoran 2022-2023 City Council Schedule Agenda Item: 13. November 10, 2022 Work Session •Stormwater Area Charge November 10, 2022 •Construction Hours Review – Annual After Change in 2021 •Park Signs Plan •Accept Feasibility Study and Call the Improvement Hearing – Hackamore Road •Resolution for Tax Abatement Hearing •Special Assessment Hearings •Calling of Bonds in 2023 •Fire Service Planning Update •2022 Transfers •Long Range Planning Fund Creation •Request for Final Design for City Park •Public Hearing Conduit Bond Sale for St. Therese •Public Hearing Host Approval Public Hearing •St. Therese Site Plan Amendment November 14, 2022 at 5:00pm •Special Meeting – Canvassing Election Results November 21, 2022 •Active Corcoran Planning Applications •Park Dedication Ordinance Amendment •Vollrath Ag Building CUP •Draft Firearms Ordinance Update (T entative) •Cooperative Agreement – Three Rivers Park District •2023 Fee Schedule Amendment (Tentative) December 8, 2022 •Public Hearing – 2023 Proposed Budget and Property Tax Levy •2023 Full-time, Part-time, and Seasonal Wage Schedule •2023 General Fund Budget and Property Tax Levy •2023 Fee Schedule •2023 Water and Sanitary Sewer Budget •2023 Goal Setting Date •Voting Precincts for 2023 Page 2 of 2 • Council Calendar 2023 • Water Supply Bid Award o Water Tower and Treatment Facility • Public Hearing Tax Abatement Hearing – Bonds • Firearms Ordinance Approval December 22, 2022 • Active Corcoran Planning Applications • Designation Polling Place Locations 2023 • Pioneer Trail Industrial Park Preliminary Plat (If not in November) January 12, 2023 • Oaths of Office • Annual Appointments • Award RFP for City Park (Tentative) January 26, 2023 • 2023A Bond Sale