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2022-04-28 Council Agenda Packet
Corcoran City Council Agenda April 28, 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.Years of Service Recognition i.Jesse Olson ii.Duane Hochstetler 7.Consent Agenda a.Draft Minutes of the March 24, 2022 Council Meeting* b.Draft Minutes of the April 14,2022 Council Work Session* c.Financial Claims* d.CR 10 & Walnut Lane Turn Lane Improvements – Award Bid* e.Bellwether 8th Addition Final Plat and Final PUD (City File 22-007)* f.Amberly 2nd Addition Final Plat and Final PUD (City File 22-008)* g.Bellwether 9th Addition Final Plat and Final PUD (City File 22-0017)* h.Wawra Ag Preserve (City File 22-021)* i.PUD (Planned Unit Development) Section 1040.140 Zoning Ordinance Amendment (City File 22-022)* j.2022 Full-Time, Part-Time Seasonal Wage Schedule Amendment* 8.Planning Business – Public Comment Opportunity a.WH Electric Preliminary Plat, Site Plan and Administrative Permit for “Corcoran II Substation” at Larkin Road and County Road 116 (City File – 22-004)* b.Rush Creek Reserve 2nd Addition Final Plat and Development Agreement and Final PUD (City File 22-012)* c.“Town Center Addition” Final Plat for Saint Therese Communities on the property located at 8200 County Rd 116 (City File No. 22-023)* 9.Unfinished Business – Public Comment Opportunity a.Awarding the Sale of General Obligation Bonds – Series 2022A* 10.New Business – Public Comment Opportunity a.Administration Department Staffing Plan* b.Bikes4Kids Program – Clean Up Day* 11.Staff Reports a.Active Corcoran Applications* b.Financial Performance Report* 12. 2022 City Council Schedule* 13. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 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: 859 2419 8836 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/85924198836 visit http://www.zoom.us and enter Meeting ID: 859 2419 8836 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 public comment visit: www.corcoranmn.gov STAFF REPORT Agenda Item 4. Council Meeting: April 28, 2022 Prepared By: Jessica Beise Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the April 28th Council meeting are as follows: • Planning Commission: Jim Shoulak • Parks and Trails Commission: Judy Strehler Financial/Budget: N/A Council Action: N/A Attachments: N/A STAFF REPORT Agenda Items 7a-b. Council Meeting: April 28, 2022 Prepared By: Michelle Friedrich Topic: Draft Council Minutes - March 24, 2022 Draft Council Work Session Minutes – April 14, 2022 Action Required: Informational Summary: Draft Minutes of the March 24, 2022, Council Meeting and April 14, 2022, Council Work Session, will be provided separately to Councilmembers via email and will be placed in the City Hall Agenda Packet and on the website when available. The anticipated date is Tuesday, April 26, 2022. Agenda Item 7c. Council Meeting Date:4/28/2022 Prepared By:Maggie Ung Amount Project name $0.00 -$ $350,427.63 350,427.63$ 29,010.12$ 379,437.75$ Date Paid to Amount Description 4/8/2022 InvoiceCloud 857.91$ Payment Service and Processing Fee 4/11/2022 State of MN - Empower 4,488.08$ Employee Deferred Comp/Healthcare Savings 4/11/2022 Optum Bank 3,878.34$ Employee HSA 4/11/2022 MN PERA 19,715.79$ Pension Plan 4/12/2022 RevTrak 70.00$ Credit Card Fee Total 29,010.12$ 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 1/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32105 32105840.00 04/15/22042022TREE GIVEAWAYWRIGHT COUNTY SOIL & WATER04/13/22100-00000-15500 32105135.00 04/15/22042022TREE GIVEAWAYWRIGHT COUNTY SOIL & WATER04/13/22415-45200-50210 975.00 Total For Check 32105 Check 32106 32106969.98 04/28/229858473PW-RHINO TROTTLE VALVE KIT/CARRIER W/ FILTER REGULATORACME TOOLS04/20/22100-43100-50226 3210689.82 04/28/229838511GLOVESACME TOOLS04/14/22100-43201-50210 1,059.80 Total For Check 32106 Check 32107 32107274.56 04/28/22603491232PAYROLL SERVICESADP, LLC04/08/22100-41900-50300 274.56 Total For Check 32107 Check 32108 3210818.31 04/28/2210541YEARS OF SERVICEALTA04/08/22100-41900-50210 18.31 Total For Check 32108 Check 32109 32109937.00 04/28/221QJY-RYCT-NQ4JIT-YEARLINK TEAMS IP PHONEAMAZON CAPITAL SERVICES04/11/22100-41920-50221 3210995.90 04/28/221KV9-N6HD-L3TCPD-VACANT/OCCUPIED SIGNSAMAZON CAPITAL SERVICES04/17/22100-42100-50200 3210917.87 04/28/221YPQ-6P16-1LWMPW-HAMMOND ENCLOSURE, INSTRUMENT, ABSAMAZON CAPITAL SERVICES04/14/22100-43100-50210 32109569.40 04/28/221KV9-N6HD-L3TCPD-VACANT/OCCUPIED SIGNSAMAZON CAPITAL SERVICES04/17/22204-42100-50210 1,620.17 Total For Check 32109 Check 32110 321102,972.00 04/28/222022PARKSPRING BASEBALL UNIFORMSAMERICAN LETTERING & DESIGN04/14/22100-45100-50210 32110113.00 04/28/2204182022PARKS APPARELAMERICAN LETTERING & DESIGN04/18/22100-45200-50210 3,085.00 Total For Check 32110 Check 32111 321115,780.06 04/28/22INUS063476PD SUPPLIES - TASER 7 TARGET/CARTRIDGE/HOLSTER/WARRANTYAXON ENTERPRISE, INC.03/31/22100-42100-50210 5,780.06 Total For Check 32111 Check 32112 321122,415.20 04/28/221995093UNLEADED 87BEAUDRY OIL COMPANY02/07/22100-42100-50212 321121,545.29 04/28/222010383UNLEADED 87BEAUDRY OIL COMPANY02/22/22100-42100-50212 32112549.64 04/28/221973186DYED FUELBEAUDRY OIL COMPANY01/14/22100-43100-50212 321121,708.44 04/28/222010382ULS DYED KODIAK PLUSBEAUDRY OIL COMPANY02/22/22100-43100-50212 32112569.30 04/28/221995094ULS DYED KODIAK PLUSBEAUDRY OIL COMPANY02/07/22100-43100-50212 6,787.87 Total For Check 32112 Check 32113 321132,380.00 04/28/221158347ENGAGEMENT SERVICESBERGAN KDV04/11/22100-41400-50300 2,380.00 Total For Check 32113 Check 32114 32114129.51 04/28/22003P16038F-550 ELEMENT AND GASKET REPAIRBOYER TRUCKS01/12/22100-43100-50403 32114170.54 04/28/22003P17022PW DURANGOBOYER TRUCKS02/02/22100-43100-50403 300.05 Total For Check 32114 Check 32115 321152,120.04 04/28/22INV00091261CANVAS 2022 SUBSCRIPTIONCANVAS SOLUTIONS INC04/06/22100-41920-50300 2,120.04 Total For Check 32115 Check 32116 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32116 3211633.60 04/28/2204-2022GAS BILLCENTERPOINT ENERGY 04/06/22100-41900-50380 32116491.42 04/28/2204-2022GAS BILLCENTERPOINT ENERGY 04/06/22100-45200-50380 525.02 Total For Check 32116 Check 32117 321171,839.45 04/28/2204012022PW GAS BILLCENTERPOINT ENERGY 04/01/22100-43100-50380 1,839.45 Total For Check 32117 Check 32118 32118109.21 04/28/224115686538CITY HALL RUGSCINTAS - 47004/06/22100-41900-50400 32118109.21 04/28/224117010892CITY HALL RUGSCINTAS - 47004/20/22100-41900-50400 3211874.73 04/28/224115686619PUBLIC WORKS TOWELSCINTAS - 47004/06/22100-43100-50400 32118111.88 04/28/224116385557PUBLIC WORKS TOWELSCINTAS - 47004/13/22100-43100-50400 3211881.77 04/28/224116385575PW LG BATH TOWELSCINTAS - 47004/13/22100-43100-50400 3211815.10 04/28/224116385583PW GRAY MICROFIBER WIPECINTAS - 47004/13/22100-43100-50400 3211874.73 04/28/224117010829PW-CRT BLUECINTAS - 47004/20/22100-43100-50400 32118187.15 04/28/224115686704PUBLIC WORKS UNIFORMSCINTAS - 47004/06/22100-43100-50417 32118187.15 04/28/224116385633PW UNIFORMSCINTAS - 47004/13/22100-43100-50417 32118251.94 04/28/224117010948PW-UNIFORM CLEANINGCINTAS - 47004/20/22100-43100-50417 1,202.87 Total For Check 32118 Check 32119 32119182.93 04/28/2203072022WATER USAGE 2022 1ST QTRCITY OF MAPLE GROVE03/07/22601-49400-50311 182.93 Total For Check 32119 Check 32120 3212097.80 04/28/2204-2022INTERNETCOMCAST- 90294333604/05/22100-41900-50321 3212097.77 04/28/2204-2022INTERNETCOMCAST- 90294333604/05/22100-42100-50321 3212097.78 04/28/2204-2022INTERNETCOMCAST- 90294333604/05/22100-43100-50321 293.35 Total For Check 32120 Check 32121 321212,905.00 04/28/22325779LENOVO MONITORS/TEAMS PHONESCOMPUTER INTEGRATION TECH04/12/22100-41920-50221 321211,439.04 04/28/22325777SUBSCRIPTION RENEWAL ADOBE ACROBATCOMPUTER INTEGRATION TECH04/12/22100-41920-50300 32121885.00 04/28/22325865AGREEMENT MANAGED BACKUPCOMPUTER INTEGRATION TECH04/15/22100-41920-50300 321214,400.25 04/28/22326123AGREEMENT MANAGED SERVICESCOMPUTER INTEGRATION TECH04/15/22100-41920-50300 321215,208.00 04/28/22325406IT SUPPORT SERVICESCOMPUTER INTEGRATION TECH03/31/22100-41920-50300 321211,334.00 04/28/22326312AGREEMENT OFFICE 365COMPUTER INTEGRATION TECH04/15/22100-41920-50300 16,171.29 Total For Check 32121 Check 32122 32122109.60 04/28/220671002037310407229CITY HALL WELLNESS ROOM DECORCREDIT CARD PURCHASES04/07/22100-41900-50210 3212291.87 04/28/22INV137491628ZOOM ANNUAL SUBSCRIPTIONCREDIT CARD PURCHASES03/11/22100-41900-50210 32122(10.74)04/28/220671001049540418228CITY HALL WELLNESS ROOM DECOR RETURNCREDIT CARD PURCHASES04/07/22100-41900-50210 32122415.20 04/28/2204072022PD TRAININGCREDIT CARD PURCHASES04/07/22100-42100-50207 3212210.00 04/28/2204072022-2PD TRAINING - PARKINGCREDIT CARD PURCHASES04/07/22100-42100-50207 3212222.09 04/28/2204072022-3TRAINING - MEALCREDIT CARD PURCHASES04/07/22100-42100-50207 3212218.77 04/28/2204042022TRAINING - MEALCREDIT CARD PURCHASES04/04/22100-42100-50207 3212238.58 04/28/224.07.2022PDMN CHIEF TRAINING CONFERENCECREDIT CARD PURCHASES04/07/22100-42100-50207 3212239.15 04/28/2204.07.2022 LMN CHIEF ASSOC TRAINING CONFERENCECREDIT CARD PURCHASES04/07/22100-42100-50207 3212220.00 04/28/2292087518HOLIDAY PARKING-MN CHIEF ASSOC TRAINING-BURNSCREDIT CARD PURCHASES04/11/22100-42100-50207 3212218.22 04/28/22040622PDKEYME LOCKSMITH-PD-SQUAD CAR KEYSCREDIT CARD PURCHASES04/06/22100-42100-50210 32122112.30 04/28/2203152022PD BIG BORE BBQ-LUNCH FOR DETECTIVE INTERVIEWS-PDCREDIT CARD PURCHASES03/15/22100-42100-50210 3212280.00 04/28/22INV00169794HUMANITY-SHIFT PLANNING-PDCREDIT CARD PURCHASES03/20/22100-42100-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32122 3212284.93 04/28/2236391PD SUPPLIES - BROOMMENARDS MAPLE GROVE04/08/22100-42100-50210 3212280.00 04/28/2204072022-1GAS-TRAVERSEHOLIDAY COMPANIES04/07/22100-42100-50212 32122249.08 04/28/2204202022PD SUBSCRIPTION 4/8/22-4/7/23STAR TRIBUNE04/20/22100-42100-50300 32122142.76 04/28/220010569460PD UNIFORM SHIRTSCREDIT CARD PURCHASES03/30/22100-42100-50417 3212232.00 04/28/2204182022PD-EMBROIDER FOR UNIFORM SHIRTSUNIQUE EMBROIDERY04/18/22100-42100-50417 3212275.88 04/28/2247CUB FOODS - PW TRAININGCREDIT CARD PURCHASES04/13/22100-43100-50207 32122482.97 04/28/2282221109PW SUPPLIES-EPOXY PRIMERAUTO VALUE BUFFALO03/24/22100-43100-50210 3212259.99 04/28/22023419PW-STEEL RAMPSCREDIT CARD PURCHASES04/08/22100-45200-50210 32122260.71 04/28/226194778MOLDED RUBBER OPTIC BASEBALL BASE PLUGEPIC SPORTS INC04/19/22100-45200-50221 3212225.61 04/28/22001786HYVEE-FAS SUPPLIES-PDCREDIT CARD PURCHASES04/10/22201-42100-50210 3212215.87 04/28/221027902PD-ICE FOR FAS CLASS-ANDRESSCORCORAN CROSSROADS MARKETPLAC04/03/22204-42100-50210 32122642.43 04/28/223928097PROPPER FAS POLO UNIFORMSCREDIT CARD PURCHASES04/12/22204-42100-50210 3212299.75 04/28/22I1561423PD FLAP PATCHSTREICHER'S POLICE EQUIPMENT04/06/22204-42100-50210 3212299.75 04/28/22S1476183FAS SAFETY PROGRAM-PD-UNIFORM FLAG PATCHESSTREICHER'S POLICE EQUIPMENT04/06/22204-42100-50210 3212211.22 04/28/22122040515338005498WATER SAMPLETHE UPS STORE #153304/05/22601-49400-50322 3,327.99 Total For Check 32122 Check 32123 3212332.76 04/28/22114X85595300CITY HALL WATERCULLIGAN BOTTLED WATER01/01/22100-41900-50210 32.76 Total For Check 32123 Check 32124 3212438.97 04/28/22S101746356.001PW-ANTI SIPHON FROST PROOF WALL/HYDRANTDAKOTA SUPPLY GROUP04/13/22100-43100-50210 38.97 Total For Check 32124 Check 32125 3212521,000.00 04/28/2200000421CITY ADMINISTRATOR SEARCHDDA HUMAN RESOURCES INC04/18/22100-41320-50300 21,000.00 Total For Check 32125 Check 32126 3212693.70 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-00000-21710 3212661.40 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-41400-50130 3212661.40 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-41500-50130 3212663.00 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-41910-50130 32126162.75 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-42100-50130 32126101.35 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-42102-50130 32126187.40 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-43100-50130 3212615.35 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-45100-50130 3212615.35 04/28/22RIS0004128323DENTAL INSURANCEDELTA DENTAL05/01/22100-45200-50130 761.70 Total For Check 32126 Check 32127 32127187.25 04/28/222022-00006PERMIT 2022-00006 CANCELLATION REFUNDELSER CONSTRUCTION04/18/22100-00000-32210 187.25 Total For Check 32127 Check 32128 32128969.26 04/28/220490916WATER METERSFERGUSON WATERWORKS #251604/06/22601-49400-50227 969.26 Total For Check 32128 Check 32129 32129515.32 04/28/22509232PW SUPPLIES-FLAT HR 1/4_3/8GARELICK STEEL04/08/22100-45200-50210 515.32 Total For Check 32129 Check 32130 3213075.15 04/28/229282480848PW-SUPPLIES-EAR PLUGS/BAT LITHGRAINGER04/18/22100-43100-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32130 32130756.10 04/28/229279728175PW-LINEAR ACTUATORGRAINGER04/14/22100-45200-50210 831.25 Total For Check 32130 Check 32131 32131399.12 04/28/2222-0213PD - L-TRON DRIVER'S LICENSE SCANNER - NEW SQUADGUARDIAN FLEET SAFETY04/08/22100-42100-50210 399.12 Total For Check 32131 Check 32132 32132240.00 04/28/222021.20222021 & 2022 HENNEPIN COUNTY CHIEFS OF POLICE ASSOCHENN CTY CHIEFS OF POLICE ASSO04/14/22100-42100-50207 32132560.00 04/28/222021.20222021 & 2022 HENNEPIN COUNTY CHIEFS OF POLICE ASSOCHENN CTY CHIEFS OF POLICE ASSO04/14/22100-42100-50433 800.00 Total For Check 32132 Check 32133 321331,464.26 04/28/221000184261PD RADIO USER FEEHENNEPIN COUNTY INFO TECH04/04/22100-42100-50323 32133481.80 04/28/22100183264PW RADIO FEE FEBRUARY 2022 AND REPLACEMENTSHENNEPIN COUNTY INFO TECH03/02/22100-43100-50210 32133231.66 04/28/22100183264PW RADIO FEE FEBRUARY 2022 AND REPLACEMENTSHENNEPIN COUNTY INFO TECH03/02/22100-43100-50323 32133231.66 04/28/221000184328PW RADIO FEE MARCH 2022HENNEPIN COUNTY INFO TECH04/04/22100-43100-50323 2,409.38 Total For Check 32133 Check 32134 3213485.00 04/28/2204012022PD CAR WASHHOLIDAY COMPANIES04/01/22100-42100-50403 85.00 Total For Check 32134 Check 32135 32135225.00 04/28/2276915PD SIDE DOOR READER REPAIRINTEGRATED PROTECTION SYSTEMS01/27/22100-41900-50401 32135225.00 04/28/2276961PD RECEPTION DOOR MAGNET INSTALLATIONINTEGRATED PROTECTION SYSTEMS02/01/22100-41900-50401 321351,000.00 04/28/2277332CAMERA SWAPINTEGRATED PROTECTION SYSTEMS04/11/22400-41900-50520 32135200.00 04/28/2277331ACCESS CONTROL SYSTEMINTEGRATED PROTECTION SYSTEMS04/11/22416-42100-50221 1,650.00 Total For Check 32135 Check 32136 3213696.24 04/28/2280067118PW PILLOW BLOCKISC COMPANIES INC04/08/22100-45200-50210 96.24 Total For Check 32136 Check 32137 32137101.00 04/28/2200000028PERMIT 2022-0152 OVERCHARGE REFUNDJST CONSTRUCTION04/18/22100-00000-32210 101.00 Total For Check 32137 Check 32138 3213836.50 04/28/2232808ZWEDE MINOR SUBDIVISION #22-002LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 321381,285.25 04/28/2232798PULTE RZ PUD AND PPLANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 3213836.50 04/28/2232795DITZER GARAGE CUP 22-020LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 32138560.50 04/28/2232806GROUND MOUNTED SOLAR 22-005LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 321384,031.50 04/28/2232805CORCORAN FARMS BUSINESS PARK CONCEPT AND EAW 22-006LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 3213854.00 04/28/2232799ATC/TMO T-MOBILE SPA 22-014LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205 3213873.00 04/28/2232776BASS LAKE ESTATES FP/FINAL PUD #17-036LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-011 3213895.50 04/28/2232793BECHTOLD FARMS FP 22-024LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-013 3213836.50 04/28/2232786BECHTOLD FARM PP CITY FILE 21-030LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-013 321382,621.50 04/28/2232781COOK LAKE HIGHLANDS FP/FPUD #21-057LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-017 3213890.50 04/28/2232788D&D SERVICE CUP SP/VAR #21-012LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-024 3213836.50 04/28/2232787FRANZEN FINAL PLAT CITY FILE 21-021LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-030 321381,653.00 04/28/2232800KARINIEMI MEADOWS PP 22-013LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-044 32138543.00 04/28/2232784TAVERA 3RD ADDITION FP/FPUD CITY FILE 21-044LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-056 32138132.00 04/28/2232778TAVERA FP/FPUD #20-042LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-056 3213873.00 04/28/2232779RAVINIA 15TH FP/PUD AMEND/FINAL PUD #20-033LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-058 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32138 32138474.50 04/28/2232790NAPA CUP/SP #21-004LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-075 321382,089.00 04/28/2232783HWY 55 SKETCH PLAN #21-047LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-080 3213836.50 04/28/2232775PARK PLACE FINAL PLAT #16-027LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-082 321381,771.50 04/28/2232796BELLWETHER 9TH FP AND FPUD 22-017LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-087 321381,892.00 04/28/2232804BELLWETHER 8TH FP AND FPUD 22-007LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-087 321381,403.00 04/28/2232803AMBERLEY 2ND ADD FP AND FPUD 22-008LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-087 32138405.00 04/28/2232777ENCORE FINAL PUD/FP #18-027LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-087 32138104.00 04/28/2232780BELLWETHER 7TH FP/FPUD #21-060LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-087 321382,710.00 04/28/2232801RUSH CREEK RESERVE 2ND FP AND FPUD 22-012LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-098 32138109.50 04/28/2232789SCHERBER CUP/SP CITY FILE 21-007LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-110 32138289.50 04/28/2232797GARAGES TOO FP 22-015LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-111 3213845.00 04/28/2232794ST. THERESE FINAL PLAT 22-023LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-117 3213836.50 04/28/2232785ST THERESE PP SP/CUP CITY FILE 21-042LANDFORM PROFESSIONAL SERVICES04/12/22100-00000-22205-117 321382,850.50 04/28/2232802WESTSIDE TIRE VAR, SP AND IUP 22-011LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-127 321382,563.50 04/28/2232807WRIGHT HENNEPIN ELECTRIC PP, SP, AP 22-004LANDFORM PROFESSIONAL SERVICES04/13/22100-00000-22205-128 321381,890.00 04/28/2232809ANNUAL CODIFICATIONLANDFORM PROFESSIONAL SERVICES04/13/22100-41910-50300 321383,727.50 04/28/2232791CITY BUSINESS PLANNING SERVICESLANDFORM PROFESSIONAL SERVICES04/13/22100-41910-50300 321387,778.00 04/28/2232782PROFESSIONAL SERVICES CITY PLANNINGLANDFORM PROFESSIONAL SERVICES04/12/22100-41910-50300 32138809.75 04/28/2232792CODE ENFORCEMENTLANDFORM PROFESSIONAL SERVICES04/13/22100-42401-50300 42,344.00 Total For Check 32138 Check 32139 3213969.79 04/28/2218824WORKERS' COMP CLAIM NO. 00469096LEAGUE OF MN CITIES INSUR.TRST04/01/22100-43100-50365 69.79 Total For Check 32139 Check 32140 321403,522.86 04/28/22042122MAGNAN DEVELOPMENT REFUNDMAGNAN, BRANDON/CHELSEA04/21/22100-00000-22205-071 3,522.86 Total For Check 32140 Check 32141 3214129.27 04/28/2293869CITY HALL -SNOW BROOM/100 WATT USB INVMENARDS MAPLE GROVE01/25/22100-41900-50210 32141127.91 04/28/2293876PD-BOLT CUTTERS/SAFETY FACE SHIELDMENARDS MAPLE GROVE01/25/22100-42100-50210 3214199.99 04/28/2294099PW SUPPLIES-HAMMER DRILL MENARDS MAPLE GROVE01/31/22100-43100-50210 257.17 Total For Check 32141 Check 32142 3214226,577.30 04/28/223221PERMIT INSPECTIONS MARCH 2022METRO WEST INSPECTION SERVICES03/29/22100-42400-50300 32142120.00 04/28/2202012022SAFETY MEETINGMETRO WEST INSPECTION SERVICES02/01/22100-42400-50300 26,697.30 Total For Check 32142 Check 32143 32143100.00 04/28/2243110-481MOCIC 2022 ANNUAL MEMBERSHIP FEEMID-STATES ORGANIZED CRIME IC12/27/21100-42100-50433 100.00 Total For Check 32143 Check 32144 32144392.92 04/28/22183469PW SUPPLIES - TOP WORK RUBBERMIMBACH FLEET SUPPLY INC03/03/22100-43100-50210 392.92 Total For Check 32144 Check 32145 3214567.09 04/28/22P68996PAINT THINNER/GREEN GALLONMINNESOTA EQUIPMENT04/13/22100-43100-50210 67.09 Total For Check 32145 Check 32146 3214697.85 04/28/22NT9927PD-TRANSCRIPTSNET TRANSCRIPTS INC03/31/22100-42100-50300 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32146 97.85 Total For Check 32146 Check 32147 3214793.97 04/28/224061202312PW-ROUND AXLE SPINDLE/2K TUBE MOUNT TOPWIND JACKNORTHERN TOOL & EQUIPMENT04/12/22100-43100-50210 3214793.97 04/28/22202312PW SUPPLIES AXLE SPINDLE/TUBE MOUNT TOPWINDNORTHERN TOOL & EQUIPMENT04/08/22100-43100-50210 187.94 Total For Check 32147 Check 32148 321481,312.50 04/28/227020FINANCIAL MANAGEMENT PLANNORTHLAND SECURITIES, INC.04/05/22100-41500-50300 1,312.50 Total For Check 32148 Check 32149 3214910,124.80 04/28/222022-04-21NW TRAIL ASSOCIATION BENCHMARKNW TRAILS ASSOCIATION04/15/22100-45200-50530 10,124.80 Total For Check 32149 Check 32150 3215029.98 04/28/22234897709001WALL SIGNOFFICE DEPOT03/23/22100-41900-50210 29.98 Total For Check 32150 Check 32151 3215126,190.00 04/28/221801.5SEWER LINE UPSIZING CREDITRACHEL DEVELOPMENT INC01/28/22602-49450-50530 26,190.00 Total For Check 32151 Check 32152 32152284.35 04/28/220894-005668174PUBLIC WORKS GARBAGERANDY'S ENVIRONMENTAL SERVICES03/31/22100-43100-50380 284.35 Total For Check 32152 Check 32153 32153402.48 04/28/220894-005667170CITY HALL GARBAGEREPUBLIC SERVICES03/31/22100-41900-50380 32153848.52 04/28/220894-005673690RECYCLING SERVICE - MARCH 2022REPUBLIC SERVICES03/31/22100-43201-50300 32153102.06 04/28/220894-005669572WILDFLOWER GARBAGEREPUBLIC SERVICES03/31/22100-45200-50380 1,353.06 Total For Check 32153 Check 32154 3215433.50 04/28/2204112022REIMBURSEMENT-LUNCH AT CONFERENCERYAN BURNS04/11/22100-42100-50207 33.50 Total For Check 32154 Check 32155 321551,298.25 04/28/2204052241805PW-AIR HAMMER BIT FM SET/RIVETERSNAP-ON TOOLS04/05/22100-43100-50210 1,298.25 Total For Check 32155 Check 32156 321561,299.45 04/28/2205012022MAY 2022 LIFE INSURANCE PREMIUMSSTANDARD INSURANCE COMPANY05/01/22100-00000-21709 1,299.45 Total For Check 32156 Check 32157 32157241.50 04/28/221906485CORCORAN FARMS BUSINESS PARK 22-006STANTEC CONSULTING SERVICES04/01/22100-00000-22205 32157992.50 04/28/221906491WCA ENGINEERING SERVICESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205 321579,595.28 04/28/221906468PULTE DEVELOPMENT INFRASTRUCTURESTANTEC CONSULTING SERVICES04/01/22100-00000-22205 32157143.67 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-008 32157198.34 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-010 32157182.00 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-013 32157889.50 04/28/221906472COOK LAKESTANTEC CONSULTING SERVICES04/01/22100-00000-22205-017 3215726.84 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-024 32157468.00 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-044 321571,128.60 04/28/221906467LENNAR DEVELOPMENTSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-055 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32157 32157124.00 04/28/221906491WCA ENGINEERING SERVICESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-056 321574,060.99 04/28/221906473TAVERA_LENNARSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-056 32157520.00 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-075 3215725.67 04/28/221906474NELSON TRUCKINGSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-076 3215720,549.38 04/28/221906493PIONEER TRAIL INDUSTRIAL PARKSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-080 321577,522.00 04/28/221906484STIEG ROAD DESIGNSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-087 3215710,618.82 04/28/221906488AMBERLEY/BELLWETHER PLAN REVIEWSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-087 321571,374.14 04/28/221906476RUSH CREEK RESERVESTANTEC CONSULTING SERVICES04/01/22100-00000-22205-098 321572,051.00 04/28/221906490ESCROW ENGINEERING FEESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-128 321574,038.42 04/28/221906482PULTE WALCOTT GLENNSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-129 321578,283.25 04/28/221906477RUSH CREEK RESERVE TURN LANESSTANTEC CONSULTING SERVICES04/01/22100-00000-22205-130 321572,719.50 04/28/221906475NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/01/22100-42400-50303 321572,105.00 04/28/221906486HORSESHOE BEND DRIVESTANTEC CONSULTING SERVICES04/01/22100-43170-50300 321575,472.00 04/28/221906479STORMWATER AREA FEE ASSISTANCESTANTEC CONSULTING SERVICES04/01/22100-43170-50300 321573,523.50 04/28/221907052GENERAL ENGINEERING SERVICESSTANTEC CONSULTING SERVICES03/11/22100-43170-50300 321571,258.00 04/28/221906469STORMWATERSTANTEC CONSULTING SERVICES04/01/22100-43170-50300 321571,147.00 04/28/221906491WCA ENGINEERING SERVICESSTANTEC CONSULTING SERVICES04/01/22100-43170-50309 321571,267.00 04/28/221906480PARK TRAIL ROAD FEASIBILITY STUDYSTANTEC CONSULTING SERVICES04/01/22408-48008-50303 321579,914.00 04/28/221906478BRIDGE REPLACEMENT DESIGNSTANTEC CONSULTING SERVICES04/01/22408-48009-50303 3215724,242.00 04/28/221906494CITY CENTER DR & 79TH PLACESTANTEC CONSULTING SERVICES04/01/22408-48010-50300 3215719,385.00 04/28/221906492WATER SUPPLY, TREATMENT & STORAGE FACILITY DESIGNSTANTEC CONSULTING SERVICES03/11/22601-00000-16500 321571,934.50 04/28/221906483SE WATER SYSTEM ANALYSISSTANTEC CONSULTING SERVICES04/01/22601-49400-50303 32157350.00 04/28/221906487CORCORAN WELL #1STANTEC CONSULTING SERVICES04/01/22601-49400-50303 32157280.00 04/28/221906481TEST WELL #2STANTEC CONSULTING SERVICES04/01/22601-49400-50303 32157516.50 04/28/221906471WATER UTILITYSTANTEC CONSULTING SERVICES04/01/22601-49400-50303 32157631.25 04/28/221906475NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/01/22601-49400-50306 321571,132.00 04/28/221906470SEWER UTILITYSTANTEC CONSULTING SERVICES04/01/22602-49450-50303 32157631.25 04/28/221906475NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/01/22602-49450-50306 149,542.40 Total For Check 32157 Check 32158 32158346.25 04/28/22I1563500PD-DUTY BAGSTREICHER'S POLICE EQUIPMENT04/19/22100-42100-50209 3215869.99 04/28/22I1562601PD-HOLSTERSTREICHER'S POLICE EQUIPMENT04/13/22100-42100-50417 32158799.81 04/28/22I1562592PD-UNIFORM NEW HIRESTREICHER'S POLICE EQUIPMENT04/13/22100-42100-50417 1,216.05 Total For Check 32158 Check 32159 32159340.12 04/28/22169476PD SQUAD SWITCH/HUB CAPSSUPERIOR FORD03/30/22100-42100-50403 340.12 Total For Check 32159 Check 32160 32160302.00 04/28/228889RADAR AND LASER CERTIFICATIONTACTICAL SOLUTIONS03/28/22100-42100-50220 302.00 Total For Check 32160 Check 32161 32161424.46 04/28/22470198128COPIER LEASEUS BANKCORP EQUIPMENT FINANCE04/15/22100-41920-50210 424.46 Total For Check 32161 Check 32162 32162100.00 04/28/22903590PD TIRE MOUNTWESTSIDE WHOLESALE TIRE04/19/22100-42100-50403 100.00 Total For Check 32162 Check 32163 32163261.35 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-00000-22205-007 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 32163 32163145.91 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-00000-22205-056 321631,022.95 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-00000-22205-065 32163194.74 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-00000-22205-087 32163201.07 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-00000-22205-098 321632,285.17 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-41900-50381 3216320.13 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-42100-50381 3216340.92 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-42151-50381 32163216.79 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-43100-50381 3216392.03 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22100-45200-50381 3216391.60 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22601-49400-50380 32163235.01 04/28/2235029547720STREET LIGHTSWRIGHT-HENNEPIN COOP ELECT04/11/22602-49450-50380 4,807.67 Total For Check 32163 Check 32164 32164156.74 04/28/22774197980STREET LIGHTSXCEL ENERGY04/04/22100-43100-50381 156.74 Total For Check 32164 Check 32165 3216526.38 04/28/22774076596STREET LIGHTSXCEL ENERGY04/01/22100-43100-50381 26.38 Total For Check 32165 Check 32166 3216627.99 04/28/22774627845STREET LIGHTSXCEL ENERGY04/06/22100-43100-50381 27.99 Total For Check 32166 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/9Page: 04/22/2022 09:28 AM User: jpeterson DB: Corcoran POST DATES 04/15/2022 - 04/28/2022 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 259,676.30 Fund 100 GENERAL FUND 25.61 Fund 201 RESERVES DONATION FUND 1,427.20 Fund 204 FIREARMS SAFETY 1,000.00 Fund 400 CITY HALL REMODEL 2020-2021 35,423.00 Fund 408 PAVEMENT MANAGEMENT 135.00 Fund 415 PARK CAPITAL FUND 200.00 Fund 416 CAPITAL-EQUIPMENT CERTS 24,352.26 Fund 601 WATER 28,188.26 Fund 602 SEWER Fund Totals: 350,427.63 Total For All Funds: Memo To: Kevin Mattson, PE, PW Director From: Kent Torve, PE, City Engineer Nick Wyers, PE Project/File: 227704115 Date: April 21, 2022 Subject: Bid Results - County Road 10 and Walnut Lane Turn Lane Improvements Council Action Requested Staff is recommending Council authorize a Notice of Award for the construction of the County Road 10 and Walnut Lane Turn Lane Improvements. The County Road 10 turn lane improvements will provide a safer intersection for the residents of Rush Creek Reserve and commuters on County Road 10. It will also provide a pedestrian island for future Three Rivers Park District Trail. Bid Results Five bids were received on Thursday, April 14th for the County Road 10 and Walnut Lanes Turn Lane Improvements. Bid results are summarized below and details are in the attached table. Contractor Bid Amount •Omann Brothers Paving, Inc.$ 454,188.25 •Park Construction Company $ 514,564.70 •New Look Contracting, Inc.$ 515,707.00 •Urban Companies $ 594,382.20 •Blackstone Contractors, LLC $ 705,663.00 The low bidder is Omann Brothers Pavingg, Inc. with a bid of $454,188.25. The Engineer’s estimate was $465,779.50. The authorization of work includes construction, field compliance testing, and engineering management costs estimated at an additional $35,000. The design, permitting, surveying costs to date for the design components are approximately $45,000. Prior to the April 28th Council meeting, Stantec Consulting Services has reached out to Omann Brothers Paving and confirmed their commitment to the bid. Funding Funding is through developer escrow. Engineer’s Recommendation The bids were competitive, therefore, Stantec recommends that the project be awarded to Omann Brothers Paving, Inc. for $454,188.25 upon the City securing funds. Item 7d. BID TABULATION CITY OF CORCORAN COUNTY ROAD 10 AND WALNUT LANE TURN LANE IMPROVEMENTS NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE BASE BID SCHEDULE 1 MOBILIZATION & DEMOBILIZATION LUMP SUM 1 $30,000.00 $30,000.00 $8,750.00 $8,750.00 $41,500.00 $41,500.00 $20,000.00 $20,000.00 $25,000.00 $25,000.00 $148,745.55 $148,745.55 2 TRAFFIC CONTROL LUMP SUM 1 $15,000.00 $15,000.00 $3,800.00 $3,800.00 $1,910.00 $1,910.00 $6,500.00 $6,500.00 $8,000.00 $8,000.00 $1,942.50 $1,942.50 3 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 2410 $2.50 $6,025.00 $2.15 $5,181.50 $2.05 $4,940.50 $2.50 $6,025.00 $5.00 $12,050.00 $2.90 $6,989.00 4 REMOVE BITUMINOUS PAVEMENT SQ YD 1600 $6.50 $10,400.00 $3.30 $5,280.00 $5.75 $9,200.00 $9.00 $14,400.00 $7.00 $11,200.00 $2.63 $4,208.00 5 REMOVE CONCRETE CURB AND GUTTER LIN FT 10 $30.00 $300.00 $10.00 $100.00 $49.40 $494.00 $25.00 $250.00 $20.00 $200.00 $14.00 $140.00 6 REMOVE STORM SEWER CULVERT LIN FT 88 $50.00 $4,400.00 $42.31 $3,723.28 $48.70 $4,285.60 $20.00 $1,760.00 $20.00 $1,760.00 $12.73 $1,120.24 7 REMOVE STORM SEWER DRAINTILE LIN FT 60 $20.00 $1,200.00 $20.64 $1,238.40 $71.50 $4,290.00 $10.00 $600.00 $15.00 $900.00 $9.33 $559.80 8 REMOVE STORM SEWER STRUCTURE EACH 1 $500.00 $500.00 $722.40 $722.40 $769.00 $769.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $280.00 $280.00 9 SALVAGE & REINSTALL SIGN EACH 7 $350.00 $2,450.00 $376.68 $2,636.76 $376.00 $2,632.00 $415.00 $2,905.00 $220.00 $1,540.00 $400.00 $2,800.00 10 SALVAGE & REINSTALL MAILBOX EACH 1 $400.00 $400.00 $200.00 $200.00 $245.00 $245.00 $500.00 $500.00 $300.00 $300.00 $280.00 $280.00 11 SALVAGE AND REINSTALL CHAINLINK FENCE LIN FT 20 $75.00 $1,500.00 $20.64 $412.80 $56.80 $1,136.00 $50.00 $1,000.00 $100.00 $2,000.00 $42.00 $840.00 12 PAVEMENT MARKING REMOVAL LUMP SUM 1 $6,000.00 $6,000.00 $1,651.20 $1,651.20 $1,650.00 $1,650.00 $2,000.00 $2,000.00 $5,100.00 $5,100.00 $1,575.00 $1,575.00 13 CONNECT TO EXISTING STORM SEWER PIPE EACH 3 $550.00 $1,650.00 $1,666.68 $5,000.04 $1,500.00 $4,500.00 $1,000.00 $3,000.00 $1,200.00 $3,600.00 $700.00 $2,100.00 14 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH 3 $1,000.00 $3,000.00 $1,295.16 $3,885.48 $1,500.00 $4,500.00 $1,000.00 $3,000.00 $1,200.00 $3,600.00 $1,500.00 $4,500.00 15 12" RCP SEWER CLASS V LF 368 $60.00 $22,080.00 $73.27 $26,963.36 $55.00 $20,240.00 $75.00 $27,600.00 $75.00 $27,600.00 $94.88 $34,915.84 16 15" RCP SEWER CLASS V LF 10 $65.00 $650.00 $137.26 $1,372.60 $493.00 $4,930.00 $100.00 $1,000.00 $90.00 $900.00 $111.00 $1,110.00 17 12" RC FLARED END SECTION W/ TRASH GUARD EACH 3 $1,000.00 $3,000.00 $2,094.96 $6,284.88 $3,450.00 $10,350.00 $2,500.00 $7,500.00 $2,000.00 $6,000.00 $1,855.00 $5,565.00 18 CONSTRUCT DRAINAGE STRUCTURE - 4' DIA MH EACH 1 $5,000.00 $5,000.00 $4,112.52 $4,112.52 $6,690.00 $6,690.00 $4,500.00 $4,500.00 $5,000.00 $5,000.00 $5,860.00 $5,860.00 19 CONSTRUCT DRAINAGE STRUCTURE - 30" DIA CB EACH 3 $3,500.00 $10,500.00 $3,059.88 $9,179.64 $2,480.00 $7,440.00 $2,500.00 $7,500.00 $5,000.00 $15,000.00 $3,600.00 $10,800.00 20 INSTALL STRUCTURE SIGN AND MARKER POST EACH 1 $300.00 $300.00 $92.88 $92.88 $264.00 $264.00 $500.00 $500.00 $250.00 $250.00 $290.00 $290.00 21 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $5,000.00 $5,000.00 $13,500.00 $13,500.00 $24,700.00 $24,700.00 $15,000.00 $15,000.00 $12,500.00 $12,500.00 $16,800.00 $16,800.00 22 COMMON EXCAVATION - ONSITE (EV) (P)CU YD 2000 $12.00 $24,000.00 $8.25 $16,500.00 $15.00 $30,000.00 $10.00 $20,000.00 $20.00 $40,000.00 $21.00 $42,000.00 23 COMMON EXCAVATION - OFFSITE (LV)CU YD 250 $18.00 $4,500.00 $12.00 $3,000.00 $21.20 $5,300.00 $25.00 $6,250.00 $25.00 $6,250.00 $20.80 $5,200.00 24 COMMON BORROW - IMPORT (LV)CU YD 500 $20.00 $10,000.00 $23.20 $11,600.00 $26.10 $13,050.00 $1.00 $500.00 $22.00 $11,000.00 $27.60 $13,800.00 25 LOAM TOPSOIL (LV)CU YD 100 $35.00 $3,500.00 $49.00 $4,900.00 $39.40 $3,940.00 $45.00 $4,500.00 $35.00 $3,500.00 $51.00 $5,100.00 26 SUBGRADE EXCAVATION - OFFSITE (EV)CU YD 130 $20.00 $2,600.00 $15.45 $2,008.50 $24.40 $3,172.00 $25.00 $3,250.00 $25.00 $3,250.00 $32.69 $4,249.70 27 GEOTEXTILE FABRIC, TYPE V NON-WOVEN (P)SQ YD 4060 $2.50 $10,150.00 $2.60 $10,556.00 $2.15 $8,729.00 $2.00 $8,120.00 $5.00 $20,300.00 $3.08 $12,504.80 28 GRANULAR BORROW TON 470 $20.00 $9,400.00 $17.00 $7,990.00 $33.10 $15,557.00 $20.00 $9,400.00 $18.00 $8,460.00 $28.72 $13,498.40 29 AGGREGATE BASE CLASS 5, 100% CRUSHED TON 2280 $20.00 $45,600.00 $22.15 $50,502.00 $20.10 $45,828.00 $24.00 $54,720.00 $26.00 $59,280.00 $35.36 $80,620.80 30 AGGREGATE SURFACING CLASS 2, 100 % CRUSHED LIMESTONE TON 160 $45.00 $7,200.00 $53.50 $8,560.00 $44.50 $7,120.00 $50.00 $8,000.00 $30.00 $4,800.00 $43.13 $6,900.80 31 STABILIZING AGGREGATE, 3" MINUS TON 230 $35.00 $8,050.00 $29.35 $6,750.50 $39.20 $9,016.00 $40.00 $9,200.00 $33.00 $7,590.00 $42.61 $9,800.30 32 BITUMINOUS TACK COAT MATERIAL GAL 220 $6.50 $1,430.00 $3.75 $825.00 $3.10 $682.00 $6.00 $1,320.00 $3.00 $660.00 $2.10 $462.00 33 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 510 $85.00 $43,350.00 $109.00 $55,590.00 $99.90 $50,949.00 $113.00 $57,630.00 $130.00 $66,300.00 $113.40 $57,834.00 34 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TON 1020 $80.00 $81,600.00 $102.00 $104,040.00 $95.10 $97,002.00 $107.00 $109,140.00 $115.00 $117,300.00 $102.90 $104,958.00 35 B412 CURB AND GUTTER LF 140 $18.00 $2,520.00 $25.25 $3,535.00 $24.20 $3,388.00 $28.00 $3,920.00 $35.00 $4,900.00 $33.61 $4,705.40 36 B424 CURB AND GUTTER LF 358 $20.00 $7,160.00 $30.15 $10,793.70 $29.10 $10,417.80 $34.00 $12,172.00 $36.00 $12,888.00 $33.78 $12,093.24 37 D424 CURB AND GUTTER LF 29 $20.00 $580.00 $29.12 $844.48 $28.10 $814.90 $33.00 $957.00 $42.00 $1,218.00 $42.92 $1,244.68 38 CONCRETE DRAINAGE FLUME SQ YD 12 $50.00 $600.00 $110.00 $1,320.00 $107.00 $1,284.00 $125.00 $1,500.00 $135.00 $1,620.00 $123.23 $1,478.76 39 3" CONCRETE MEDIAN SQ FT 808 $12.00 $9,696.00 $4.73 $3,821.84 $4.60 $3,716.80 $5.00 $4,040.00 $7.00 $5,656.00 $6.70 $5,413.60 40 6" CONCRETE WALK SQ FT 309 $15.00 $4,635.00 $15.21 $4,699.89 $15.60 $4,820.40 $17.00 $5,253.00 $16.00 $4,944.00 $14.95 $4,619.55 41 TRUNCATED DOMES SQ FT 60 $70.00 $4,200.00 $57.79 $3,467.40 $57.70 $3,462.00 $67.00 $4,020.00 $80.00 $4,800.00 $73.50 $4,410.00 42 SIGN PANELS TYPE C SQ FT 44 $40.00 $1,760.00 $50.05 $2,202.20 $49.40 $2,173.60 $55.00 $2,420.00 $60.00 $2,640.00 $51.31 $2,257.64 43 INSTALL SIGN TYPE C AND POST EACH 12 $250.00 $3,000.00 $180.60 $2,167.20 $180.00 $2,160.00 $197.00 $2,364.00 $230.00 $2,760.00 $183.75 $2,205.00 44 PAVEMENT MESSAGE (RT ARROW) PAINT EACH 2 $100.00 $200.00 $77.40 $154.80 $77.30 $154.60 $85.00 $170.00 $85.00 $170.00 $78.75 $157.50 45 PAVEMENT MESSAGE (LT ARROW) PAINT EACH 2 $100.00 $200.00 $77.40 $154.80 $77.30 $154.60 $85.00 $170.00 $85.00 $170.00 $78.75 $157.50 46 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 3360 $2.00 $6,720.00 $0.33 $1,108.80 $0.33 $1,108.80 $0.50 $1,680.00 $0.50 $1,680.00 $0.34 $1,142.40 47 6" SOLID LINE WHITE - PAINT LIN FT 1760 $1.50 $2,640.00 $0.25 $440.00 $0.25 $440.00 $0.50 $880.00 $0.40 $704.00 $0.25 $440.00 48 4" SOLID LINE WHITE - PAINT LIN FT 600 $1.00 $600.00 $0.17 $102.00 $0.16 $96.00 $0.50 $300.00 $0.40 $240.00 $0.18 $108.00 49 4" BROKEN LINE WHITE - PAINT LIN FT 360 $1.00 $360.00 $0.17 $61.20 $0.16 $57.60 $0.50 $180.00 $0.40 $144.00 $0.29 $104.40 50 24" SOLID LINE YELLOW - PAINT LIN FT 520 $10.00 $5,200.00 $5.30 $2,756.00 $5.30 $2,756.00 $6.00 $3,120.00 $3.30 $1,716.00 $5.40 $2,808.00 51 MNDOT SEED MIXTURE - 25-131 SQ YD 1670 $0.15 $250.50 $0.28 $467.60 $1.75 $2,922.50 $4.00 $6,680.00 $4.00 $6,680.00 $3.77 $6,295.90 52 MNDOT SEED MIXTURE - 25-141 SQ YD 3940 $0.20 $788.00 $0.17 $669.80 $1.30 $5,122.00 $6.00 $23,640.00 $4.00 $15,760.00 $5.60 $22,064.00 53 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 1 $2,500.00 $2,500.00 $2,000.00 $2,000.00 $3,290.00 $3,290.00 $1.00 $1.00 $2,200.00 $2,200.00 $1,100.00 $1,100.00 54 SILT FENCE, TYPE MS - MAINTAINED LIN FT 580 $3.00 $1,740.00 $2.35 $1,363.00 $3.95 $2,291.00 $3.00 $1,740.00 $6.00 $3,480.00 $2.90 $1,682.00 55 SEDIMENT CONTROL LOG (OR BIOROLL) - MAINTAINED LIN FT 1500 $5.00 $7,500.00 $3.60 $5,400.00 $2.60 $3,900.00 $4.00 $6,000.00 $6.00 $9,000.00 $3.50 $5,250.00 56 INLET PROTECTION - MAINTAINED EACH 10 $200.00 $2,000.00 $177.50 $1,775.00 $194.00 $1,940.00 $300.00 $3,000.00 $350.00 $3,500.00 $245.00 $2,450.00 57 STREET SWEEPER (WITH PICKUP BROOM)HOUR 20 $150.00 $3,000.00 $135.00 $2,700.00 $155.00 $3,100.00 $1.00 $20.00 $155.00 $3,100.00 $140.00 $2,800.00 58 WATER FOR DUST CONTROL MGAL 20 $45.00 $900.00 $40.00 $800.00 $49.70 $994.00 $1.00 $20.00 $0.01 $0.20 $70.00 $1,400.00 59 HYDRAULIC TYPE STABILIZED FIBER MATRIX SQ YD 1670 $1.50 $2,505.00 $2.58 $4,308.60 $1.00 $1,670.00 $3.00 $5,010.00 $2.60 $4,342.00 $2.39 $3,991.30 60 EROSION CONTROL BLANKET CATEGORY 20 SQ YD 3940 $3.50 $13,790.00 $2.58 $10,165.20 $1.35 $5,319.00 $2.00 $7,880.00 $2.00 $7,880.00 $1.76 $6,934.40 $465,779.50 $454,188.25 $514,564.70 $515,707.00 $594,382.20 $705,663.00 Omann Brothers Paving Inc.Park Construction Company New Look Contracting, Inc.Urban Companies Blackstone Contractors LLC 227704115 April 14, 2022 Bid No. 5Bid No. 4Bid No. 3Bid No. 2Bid No. 1 9520 County Road 19, Suite D3781 labore rd14045 Northdale Blvd1481 81st Avenue NE6551 LaBeaux Ave Loretto, MN 55357St Paul, MN 55110Rogers, MN 55374Minneapolis, MN 55432Albertville, MN 55301 Bid No. 5 Blackstone Contractors LLC Bid No. 3 New Look Contracting, Inc. Bid No. 4 Urban Companies TOTAL BASE BID Engineer's Estimate Bid No. 1 Omann Brothers Paving Inc. Bid No. 2 Park Construction Company [PROJECT NAME] [OWNER NAME] PROJECT NO. XXXX PAGE 1 OF 1 MB COUNTY ROAD 10PID: 2311923430007PID: 2311923430008PID: 23119234200046SW4DY24SY (20FT SPACING AT 45°)4TW24SY4TW24SY (20FT SPACING AT 45°)4DY4SW6SW4SW4DY4DY12'12'12'12'12'12'12'12'180'300'300'180'R 3 0 'CONCRETE PED RAMPCONCRETE MEDIANBITUMINOUS TRAIL (BY OTHERS)B424 CURBB424 CURBB412 CURB6+007+008+009+0010+0011+0012+0013+0014+0015+0050:1 TAPER15:1 TAPER15:1 TAPERR30'CONCRETE MEDIAN NOSESEE DETAIL 7113A/C-800CONCRETE MEDIAN NOSESEE DETAIL 7113A/C-800MB 50:1 TAPERREINSTALL EXISTING SIGN (NO PARKING)BDCAGFEDEFSTART CURBSTA 13+13END CURBSTA 9+39START CURBSTA 10+21END CURBSTA 10+79H6SW6SWCONCRETE FLUMEM BCOUNTY ROAD 10PID: 2311923430008PID: 2311923420005PID: 2311923340001PID: 2311923310002PID: 231192342000424SY24SY4TW6SW4SW4DY4DY4DY6SW12'12'12'12'12'630'180'300'B424 CURB0+001+002+003+004+005+006+007+008+009+0010+0050:1 TAPER15:1 TAPERRELOCATED MAILBOXM B REINSTALL EXISTING SIGN(50 MPH/NO PARKING)BGFEND CURBSTA 9+39START CURBSTA 10+216SWCONCRETE FLUME03/03/2022 ISSUED FOR BID 0DWN BY:ISSUE DATE:PROJECT NO.:227704115U:\227704115\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 PROPOSED LAYOUT AND STRIPING PLAN.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:3/3/2022 1:27:14 PM CLIENT:CITY OFCORCORANCOUNTY ROAD 10 AND WALNUT LANE TURN LANE IMPROVEMENTS CORCORAN, MINNESOTA PROJECT TITLE:JDLCHK'D BY:NPWAPP'D BY:KCTCERTIFICATION:8200 COUNTY ROAD 116CORCORAN , MN 553401800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359PHONE: 763-479-4200FAX: 763-479-4242WWW.STANTEC.COM03/03/20220DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 2480703/03/2022KENTON C. TORVEC-601PROPOSED LAYOUT ANDSTRIPING PLANSEE BELOWSEE SHEET C-602SEE ABOVE WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIESIN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUNDWIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACETHE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGNOTES1.ALL LONGITUDINAL MARKINGS TO BE PAINT2.ALL NON-LONGITUDINAL MARKINGS (ARROWS) TO BE PAINT.3.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES ANDLEGEND.PAVEMENT MARKING LEGEND2ND DIGIT - PATTERN3RD DIGIT - COLOR4 - 4 INCH6 - 6 INCH 24 - 24 INCHS - SOLIDB - BROKEND - DOUBLET - DOTTED (2' STRIPE, 6' SKIP)W - WHITEY - YELLOWEXAMPLE: 4SW - 4" SOLID WHITE LINE MULTI-COMPONENT1ST DIGIT - WIDTHACDER1-1B36" X 36"OR30" X 30"DESCRIPTIONSYMBOLSIZEKEYNOTE LEGENDSTOP36" X 30"R3-8ACONLYONLYRIGHT LANE MUST TURNRIGHT (R3-7R)30" X 30"KEEP RIGHT (R4-7) AND REARDELINEATION PANELHAZARD MARKER (OM1-1)24" X 30"18" X 18"RIGHT LANEMUSTTURN RIGHTRAISE BLADE (X3-5)6" X 12"LOWER BLADE (X3-5)6" X 12"FGHTRAIL CLOSED AHEAD (W20-3A)18" X 18"TRAILCLOSEDAHEAD COUNTY ROAD 10PID: 2311923430006PID: 2311923430005PID: 2311923440010PID: 2311923440011PID: 2311923420004PID: 2311923430004PID: 2311923430003PID: 2611923110009PID: 2611923120001PID: 23119234300076SW6SW4DY4DY24SY(20FT SPACING AT 45°)24SY (20FT SPACING AT 45°)4TW12'12'12'12'12'12'6SW12'4DY700'180'2' GRAVEL SHOULDER (TYP)14+0015+0016+0017+0018+0019+0020+0021+0022+0023+002 4 + 0 0 2 4 + 3 450:1 TAPER15:1 TAPERMATCH EXISTING 400 FT RADIUS (35 MPH)REINSTALL EXISTING SIGNS (30 MPH/NO PARKING, FIBER OPTIC)REINSTALL EXISTING SIGN (2)(PLAYGROUND/NO PARKING, CR 10 WEST)REINSTALL EXISTING SIGN(ADOPT A HIGHWAY/NO PARKING)REINSTALL EXISTING SIGN(COMMUNITY PARK)C8.3'D424 CURB AND GUTTERCONCRETE FLUME03/03/2022 ISSUED FOR BID 0DWN BY:ISSUE DATE:PROJECT NO.:227704115U:\227704115\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 PROPOSED LAYOUT AND STRIPING PLAN.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:3/3/2022 1:27:20 PM CLIENT:CITY OFCORCORANCOUNTY ROAD 10 AND WALNUT LANE TURN LANE IMPROVEMENTS CORCORAN, MINNESOTA PROJECT TITLE:JDLCHK'D BY:NPWAPP'D BY:KCTCERTIFICATION:8200 COUNTY ROAD 116CORCORAN , MN 553401800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359PHONE: 763-479-4200FAX: 763-479-4242WWW.STANTEC.COM03/03/20220DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 2480703/03/2022KENTON C. TORVEC-602PROPOSED LAYOUT ANDSTRIPING PLANSEE SHEET C-601 WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIESIN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUNDWIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACETHE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGNOTES1.ALL LONGITUDINAL MARKINGS TO BE PAINT.2.ALL NON-LONGITUDINAL MARKINGS (ARROWS) TO BE PAINT.3.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES ANDLEGEND.ACDER1-1B36" X 36"OR30" X 30"DESCRIPTIONSYMBOLSIZEKEYNOTE LEGENDSTOP36" X 30"R3-8ACONLYONLYRIGHT LANE MUST TURNRIGHT (R3-7R)30" X 30"KEEP RIGHT (R4-7) AND REARDELINEATION PANELHAZARD MARKER (OM1-1)24" X 30"18" X 18"RIGHT LANEMUSTTURN RIGHTPAVEMENT MARKING LEGEND2ND DIGIT - PATTERN3RD DIGIT - COLOR4 - 4 INCH6 - 6 INCH 24 - 24 INCHS - SOLIDB - BROKEND - DOUBLET - DOTTED (2' STRIPE, 6' SKIP)W - WHITEY - YELLOWEXAMPLE: 4SW - 4" SOLID WHITE LINE MULTI-COMPONENT1ST DIGIT - WIDTHRAISE BLADE (X3-5)6" X 12"LOWER BLADE (X3-5)6" X 12"FGHTRAIL CLOSED AHEAD (W20-3A)18" X 18"TRAILCLOSEDAHEAD 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7e. TO: Corcoran City Council FROM: Nicholas Ouellette through Kendra Lindahl, Landform DATE: April 20, 2022 for the April 28, 2022 City Council Meeting RE: Final Plat and Final Planned Unit Development (PUD) for “Bellwether 8th Addition” (PID 01- 119-23-34-0002 and 01-119-23-43-0009) (city file no. 22-007) REVIEW DEADLINE: May 6, 2022 1.Description of Request The applicant, Pulte Homes of Minnesota, LLC, has submitted a request for approval of a final plat and final PUD development plan for Bellwether 8th Addition. This phase was part of the original Bellwether (formerly Encore) development and includes 95 residential lots and eight outlots on 47.95 acres. The final plat is reviewed by City Council only. 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.Planning Commission Review The Planning Commission reviewed the final PUD at their April 7, 2022 meeting. Other than the applicant, no members of the public were present to speak on this item. Planning Commission voted 4- 0 (Lanterman absent) to recommend approval. 3. Background On June 28, 2018, the Council approved a rezoning, preliminary plat and preliminary PUD plan for the Bellwether project. The Bellwether project included the construction of 398 single family homes to be built in six phases. On October 18, 2018, the Council approved phase 1 of Bellwether for 78 single family homes and six outlots. On April 25, 2019, the Council approved phase 2 of Bellwether for 79 single family homes and 12 outlots. The Council also approved the final PUD for phase 3. On September 26, 2019, the Council approved the final plat for phase 3 of Bellwether for 29 single family homes and one outlot. On March 26, 2020, the Council approved phase 4 of Bellwether for 74 single family homes and one outlot. Bellwether 8th Addition (22-007) 2 April 28, 2022 On July 23, 2020, the Council approved phase 5 of Bellwether for 46 single family homes and one outlot. On July 22, 2021, the Council approved a rezoning, preliminary plat and preliminary PUD plan for “Amberly and Bellwether” on two separate parcels acquired by the applicant. • The first parcel, the 73.48 Van Blaricom property, was not part of the original Bellwether PUD approved June 28, 2018. The Van Blaricom property has been subdivided and is being developed as an extension of the Bellwether neighborhood (Bellwether 6th and 9th Additions) and a new single family neighborhood, Amberly, which is not part of Bellwether. • The second parcel, the 3.74 acre Schober homestead, was included in the original Bellwether approval. The property was platted as part of the Bellwether 2nd Addition that created several lots and the homeowner retained the 3.74 acre parcel for their homestead. The property has since been acquired by the applicant and has received approval to be platted as the Bellwether 7th Addition. On October 28, 2021, the Council approved the final plat and final PUD for 25 single family homes in Amberly 1st Addition, 62 single family homes in Bellwether 6th Addition and seven outlots. The preliminary approvals allow 192 lots and the remaining 105 lots will be platted in future phases on the former Van Blaricom property. On February 24, 2022, the Council approved the final plat and final PUD for 17 single family homes in Bellwether 7th Addition on 3.74 acres on the former Schober homestead. 4. Analysis Staff has reviewed the application for consistency with the 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. A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. 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. Bellwether 8th Addition (22-007) 3 April 28, 2022 B. Consistency with the Ordinance Standards Final PUD Staff finds the final PUD plan is consistent with the approved preliminary plans. The 8th Addition includes 95 new single family homes. The residential lots range in size from 5,631 to 19,634 sq. ft. There is a master association responsible for the maintenance of common areas (yard maintenance, snow removal, etc.) in this phase. Bellwether is an age-restricted active adult community. The HOA documents will be amended to include this phase. Lot Dimensions and Setbacks The preliminary PUD approval granted flexibility from the lot size, width standard and side yard setback. The approved standards are included in the approving resolutions. The single family lots appear to comply with required standards. However, since single family home buyers will select their individual home for each lot, staff will review setbacks for compliance with these standards as part of the building permit application. Architecture The applicant has three widths of homes (4-ft., 45-ft. and 50-ft. wide homes) that have the option of being finished with five different architectural styles (prairie, heartland, craftsman, northern craftsman and euro country) in Bellwether. Architectural exhibits and elevations have previously been approved to comply with Condition #21 of Resolution 2018-48. All homes in this phase must comply with these architectural requirements. The applicant is required to provide architectural upgrades on the elevations of a home that face a public right-of-way or public park. Staff has included a condition specifying which homes must provide architectural upgrades. Figure 1: Approved Locations of Architectural Upgrades. Locations highlighted in green must provide architectural upgrades on elevations that face a public park or right-of Bellwether 8th Addition (22-007) 4 April 28, 2022 Homeowner’s Association A homeowner’s association (HOA) will maintain all common ownership areas of the development, including the open space areas, development signage and cul-de-sac/island plantings. Landscaping The applicant has provided a final tree preservation plan that conforms with the preliminary approvals. Section 1060.070 of the Zoning Ordinance requires one overstory tree for each single family home and a variety of landscaping along the perimeter of the site, along the streets and adjacent to wetlands. Plans show plantings at sizes and percentages that comply with ordinance requirements. One overstory tree for each singly family lot has been provided along the public right-of-way for each lot, with additional trees at access points to the development from 102nd Place to the south and Hunters Ridge to the west, in cul-de-sac islands on Jack Pine Lane and at access points to the off-road trail. The applicant is required to maintain all common areas including boulevard plantings and will be required to enter into a maintenance agreement with the City. A maintenance agreement has been provided by the applicant for City review. The applicant has provided landscaping in the cul-de-sac islands on Jack Pine Lane. The Blue Spruce and Sienna Glen Maples in the cul-de-sac islands are planted too close together to allow proper long- term growth and should be spaced further apart. Additionally, plants should not be located within an 8 ft. radius of the Blue Spruce trees. The long term growth and acidic soil from the spruce tree will negatively impact plant materials within an 8 ft. radius of a spruce tree. Signage The original Bellwether approvals granted approval for signage at the main entrance and secondary entrance off Stieg Road. No signs are proposed for this addition. The applicant has proposed column and fence improvements at the access to the development from Hunter’s Ridge on the west property line. The fence and columns will signify an entrance point into the development, but are not considered signage. These improvements are proposed in outlots along the north and south sides of Hunters Ridge. Outlot B to the south is planned for development in the future 10th Addition. The applicant must enter into an encroachment agreement for these improvements in the drainage and utility easements. Plans for the column and fence improvements must also be provided to the City for review and approval. Streets and Parking The street layout and design are consistent with the preliminary approvals and the street names comply with the City’s approved Street Map. The preliminary plat shows Hunters Ridge ending in a cul-de-sac extending from Mulberry Lane. The plans have been revised to extend Hunters Ridge to connect with Bellwether 8th Addition (22-007) 5 April 28, 2022 102nd Place. Barricades and signage indicating future street extensions shall be installed, consistent with Section 945.010 of the Subdivision Ordinance. The preliminary plat shows Hunters Ridge ending in a cul-de-sac extending from Mulberry Lane. The plans have been revised to extend Hunter Lane to connect with 102nd Place to the east. Per the original feasibility study, turn lanes onto Hunters Ridge for western access into the development will be necessary. This will be designed, bid and managed by the City and financed by the developer. Public Works and Public Safety reviewed the proposed parking along Outlot D and determined the poor site lines pose a risk for vehicles backing into northbound traffic. The City Engineer’s memo requires the on-street parking stalls to be shifted west as far as possible and rotated for angled parking to restrict vehicles from backing across 102nd Place. The 102nd Place right-of-way shall be adjusted so the on-street parking and sidewalk in Outlot D are relocated to be within the right-of-way. No parking is proposed is on the teardrop cul-de-sac on Jack Pine Lane. There is an opportunity or provide parking in this cul-de-sac near the entrance to the off-road trails. No parking is allowed in the cul-de-sac unless parking stalls are provided. An amendment to provide the off-street parking would be administratively approved. Sidewalks Sidewalks are provided on one side of each street throughout the development. The sidewalks provide connections to sidewalks in adjacent Bellwether additions and to on- and off-road trails. However, the location of the sidewalk along 102nd Place must be adjusted. The City Engineer’s memo requires the sidewalk along 102nd Place be relocated to the east side of the road, for the full extent of 102nd Place. The sidewalk connection between Mulberry Lane and the on-street parking on 102nd Place shall remain. Utilities Municipal sewer and water are available to serve the site. The project will extend sewer and water from the 6th Addition to the north. The City Engineer’s memo provides detailed utility comments. Utilities shall be stubbed to the property lines for future extension to adjacent properties. Wetlands Section 1050.010 establishes standards for the wetland overlay district. This includes establishment of wetland buffer strips plus a 15 ft. structure setback from the buffer. Wetland buffer monuments shown on plans are appropriately placed to where needed to indicate the contour of the buffer. PUD flexibility is granted for alternative wetland buffer setbacks for Wetland #8 as shown on the Wetland Buffer Average exhibit dated June 21, 2018. Trails are permitted in the wetland buffer areas only when providing access to the boardwalk; the trail encroaches into the buffer between Wetlands 6 and 8 in this phase. Bellwether 8th Addition (22-007) 6 April 28, 2022 The applicant is proposing to expand the wetland in the rear yards of Lots 3-5, Block 8 so the steep slope areas will not require mowing/maintenance. This will move the wetland buffer setback closer to the homes. If the applicant does expand the wetland buffer, they must provide an exhibit that shows the new buffer limits, setbacks and building pads to ensure compliance with the lot standards. The exhibit must also show adequate space for decks/patios. The applicant must provide a wetland buffer maintenance plan that defines how they will ensure establishment of the buffer and ensure that the buffer is maintained in perpetuity. Grading and Stormwater The City Engineer’s memo provides detailed comments on grading and stormwater and includes conditions to ensure compliance with local, watershed and State standards. A stormwater maintenance agreement must be recorded with the final plat. Easements The applicant has provided 10 ft. drainage and utility easements along the front and year lot lines and 5 ft. drainage and utility easements along the side lot lines for single family lots. Drainage and utility easements are also provided over all outlots. The applicant has also provided trail easements for the sections of off-road trail outside of the outlots and drainage and utility easements. A separate trail easement is also required for the sidewalk outside of the right-of-way. Parks, Trails and Park Dedication Park dedication for Bellwether was calculated for the entire development and will be satisfied, as approved by council, through a combination of: • Dedication of a 9-acre open space park at the center of the development. • 3.96 acres of land as part of the dedication for the neighborhood park on the northern portion of the development. • Credit for the amenity center (not to exceed 20% of required park dedication). • Off-road trail easements. • Cost of constructing the boardwalk across Wetland 7. • Cost of paving off-road trails. Park dedication for this phase includes the dedication of off-road trail easements and Outlots A, E and F as parkland. Plans show park dedication of approximately 3.52 net acres (10.53 acres) of park land. Park dedication credit will also be given for the off-road trail easements in Block 5; however, the applicant is required to provide revised density and lot tab exhibits to ensure the correct calculation for park land dedication. Park dedication credit from this phase will be applied to the total park dedication required for the Bellwether project. Bellwether 8th Addition (22-007) 7 April 28, 2022 On-road trails are proposed for this phase; however, only off-road trail in areas shown in the Comprehensive Plan are given park dedication credit. The off-road trails constructed with this phase will connect to existing off-road trails within the Bellwether development. Trails are also extended to the south and west property lines for future trail extensions. Final Plat The applicant is requesting approval of a final plat for 95 lots and eight outlots. The final plat is consistent with the approved preliminary plat. However, 102nd Place is incorrectly labelled on the final plat and the final plat must be revised prior to recording. If this subdivision is approved, it would bring the total number of platted lots to 418 in the original Bellwether project. Conclusion Staff finds the proposed plan is consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and preliminary PUD approvals. The staff report has noted outstanding issues that must be addressed, and staff has included conditions in the attached resolution to address these issues. 5. Recommendation Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2022-37 approving the Final PUD Plan b. Resolution 2022-38 approving the Final Plat and Development Contract Attachments 1. Resolution 2022-37 Approving Final Planned Unit Development Plan 2. Resolution 2022-38 Approving Final Plat and Development Contract 3. Development Contract 4. Site Location Map 5. City Engineer’s Memo dated March 9, 2022 6. Applicant’s Narrative dated March 7, 2022 7. Final Planned Unit Development Plans dated April 11, 2022 8. Landscape Plan dated April 11, 2022 9. Final Plat dated April 11, 2022 10. Phasing Plan dated January 21, 2022 11. Wetland Buffer Average Exhibit dated June 21, 2018 12. Wetland Buffer Trail Encroachment Exhibit dated June 20, 2018 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-37 Page 1 of 4 Motion By: Seconded By: RESOLUTION APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) FOR “BELLWETHER 8TH ADDITION” FOR PULTE HOMES OF MINNESOTA (PID 12-119-23-21- 0001) (CITY FILE NO. 22-007) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for Bellwether 8th Addition for 95 new single family lots on the property legally described as: OUTLOT E, BELLWETHER AND OUTLOT F, BELLWETHER, 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 CITY OF CORCORAN, MINNESOTA, that is should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1. A final PUD plan is approved to create 95 single family lots for “Bellwether 8th Addition”, in accordance with the plans and application received by the City on January 24, 2022 and additional information received on February 2, 2022, February 7, 2022, February 18, 2022 and March 7, 2022, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolutions 2018-48 and 2018-49). 3. Approval is contingent upon City Council approval of the final plat (Resolution 2022-38). 4. The applicant shall comply with all requirements of the City Engineer’s memo dated March 9, 2022. 5. Park dedication is based on the development of the entire Bellwether project and shall be satisfied through a combination of land, construction of the private amenity facility and associated land shown on plans, pavement of trails and construction of the boardwalk, as outlined in the PUD approvals. Park dedication in this phase shall be as follows: a. Outlots A, E and F shall be deeded to the City for parkland. The applicant will receive park dedication credit for the net area within Outlots A, E and F. b. The net area of off-road trail easements in Lots 3-18, Block 5. Credit shall be given for the net trail area that affects these lots, but not for the area of easement in the public park. c. The applicant shall provide revised density calculations to ensure accurate park dedication calculations. 6. All utility facilities shall be located underground. 7. No signage is proposed or approved for this phase. Any development signage requires a sign permit and must comply with the standards in Section 84 of the City Code. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-37 Page 2 of 4 8. An entry gate feature shall be permitted at the west entrance on Hunters Ridge. These improvements are located in Outlot B along the south side of the road and Outlot C along the north side of the road. An encroachment agreement is required for these improvements and the HOA is responsible for the maintenance of these improvements. a. The applicant shall provide plans for the fence and column improvements for City review and approval. 9. Barricades and signage indicating future extension shall be installed, consistent with Section 945.010, Subd. 19 of the Subdivision Ordinance. 10. The HOA shall be responsible for the maintenance of ponds, sidewalks, and all common areas, including signage, lighting and landscaping in those areas. 11. Lighting shall comply with the lighting requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a. The applicant shall work with City staff to finalize the streetlight locations. 12. PUD flexibility is granted to establish the following lot standards for this development: Single Family Detached Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 5,631) Minimum lot width (measured at front building setback) 44 feet Minimum Principal Structure Setbacks Front, County Road 101 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side (living) 5 feet Side (garage) 5 feet Rear 25 feet Maximum Principal Building Height 35 feet Driveway setback 5 feet 13. PUD flexibility is granted for alternative wetland buffer setbacks for Wetland #8 as shown in Outlot E on the Wetland Buffer Average Exhibit received by the City on June 21, 2018. As part of the final plat and final PUD, the applicant shall be required to demonstrate compliance with Section 1050,010, Subd. 6(E-H) of the Zoning Ordinance. 14. Trails shall not be located in the wetland buffer areas, except when providing access to the boardwalk and as shown in the Wetland Buffer Trail Encroachment Exhibit received by the City on June 20, 2018. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-37 Page 3 of 4 FURTHER, the following must be addressed prior to issuance of building permits 15. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 16. The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the City. 17. 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. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monument signs shall be installed prior to approval of building permit. 18. PUD flexibility is provided from the standard that requires architectural upgrades to all four sides of the building, based on the following conditions: a. The applicant shall provide equal architectural treatment on the elevations of a home that face a public right-of-way or park. For example, if three sides of the home face a public right-of-way or park, then equal architectural treatment shall be provided on those three sides of the building. As shown in the 2018 “Approved Locations of Architectural Upgrades” exhibit from the preliminary approvals, the following lots are subject to this standard: i. Lot 1, Block 1 ii. Lot 7, Block 2 iii. Lots 1, 3, 4, 11 and 14, Block 3 iv. Lots 1 and 9, Block 4 v. Lots 1 and 18, Block 5 vi. Lot 3, Block 6 vii. Lots 1 and 11, Block 7 viii. Lots 1, 2 and 12, Block 8 19. 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. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-37 Page 4 of 4 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-38 Page 1 of 4 Motion By: Seconded By: RESOLUTION APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “BELLWETHER 8TH ADDITION” FOR PULTE HOMES OF MINNESOTA (PID 12-119-23-21- 0001) (CITY FILE NO. 22-007) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final plat for Bellwether 8th Addition for 95 new single family lots on the property legally described as: OUTLOT E, BELLWETHER AND OUTLOT F, BELLWETHER, 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 CITY OF CORCORAN, MINNESOTA, that is should and hereby does approve the request for a final plat, subject to the following conditions: 1. A final plat is approved to create 95 single family lots for “Bellwether 8th Addition”, in accordance with the plans and application received by the City on January 24, 2022 and additional information received on February 2, 2022, February 7, 2022, February 18, 2022 and March 7, 2022, except as amended by this resolution. 2. The development contract must be executed by the developer and the City and must be filed with the final plat. 3. Approval is subject to the preliminary approvals (Resolutions 2018-48 and 2018-49). 4. Approval is contingent upon City Council approval of the final PUD plan (Resolution 2022- 37). 5. The developer must submit a final plat for each future phase of development. No approvals are granted at this time for phases of development. 6. The applicant shall comply with all requirements of the City Engineer’s memo dated March 9, 2022. 7. The sidewalk for 102nd Place shall be located on the east side of the street for the entire extent of the street. 8. The sidewalk on the west side of 102nd Place shall remain adjacent to the parking lot, connecting the trail access and intersection of Mulberry Lane and 102nd Place. The right- of-way for 102nd Place shall be adjusted to include the sidewalk and on-street parking currently located in Outlot D. 9. Utilities shall be stubbed to the west property line on Hunter’s Ridge. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-38 Page 2 of 4 10. PUD flexibility is granted to establish the following lot standards for this development: Single Family Detached Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 5,631) Minimum lot width (measured at front building setback) 44 feet Minimum Principal Structure Setbacks Front, County Road 101 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side (living) 5 feet Side (garage) 5 feet Rear 25 feet Maximum Principal Building Height 35 feet Driveway setback 5 feet FURTHER, prior to release of the final plat for recording: 11. The following documents must be approved by the City Attorney: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Encroachment Agreements for the column and fence improvements at the entrance from Hunters Ridge d. Maintenance and Encroachment Agreements for landscaping in the public right- of-way e. Encroachment agreements for all site improvements or items placed within the City right-of-way or easements f. Dedication of City land (Outlot A and Outlot F) g. Trail Easements, including a separate trail easement for the sidewalk located outside of the right-of-way h. Development Contract 12. Plans shall be revised to place the sidewalk along 102nd Place along the east side of the roadway. The sidewalk in Outlot D by the parking stalls shall remain. 13. The final plat shall be revised to adjust the 102nd Place right-of-way so that the right-of- way includes the sidewalk and on-street parking currently located in Outlot D. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-38 Page 3 of 4 14. The parking stall for on street parking on 102nd Place shall be shifted as far west as possible and rotated for angled parking to restrict vehicles from backing across 102nd Place. 15. Per the original feasibility study, turn lanes onto Hunters Ridge for western access into the development will be necessary. The turn lanes into the project are anticipated to be a City- led project. If so, the developer shall establish an escrow prior to the turn lanes being designed and publicly bid. 16. Letter of credit must be in place and fees paid. 17. If increasing the wetland buffer setback behind Lots 3, 4, and 5, Block 8, the applicant shall provide an exhibit showing the new buffer limits, setbacks and building pads. Adequate space must be provided for decks/patios. 18. The landscaping plan must be revised to address issues with plant material spacing in the teardrop cul-de-sac on Jack Pine Lane. 19. Provide revised density exhibits and calculations. 20. An encroachment agreement shall be required for all site improvements or items placed within the City right-of-way or easements if approved by the City. 21. 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. FURTHER, that the following conditions be met prior to issuance of building permits: 22. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 23. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Maintenance and Encroachment Agreements for the column and fence improvements at the entrance from Hunters Ridge d. Maintenance and Encroachment Agreements for landscaping in the public right- of-way e. Maintenance and Encroachment agreements for all site improvements or items placed within the City right-of-way or easements f. Dedication of City land (Outlot A and Outlot F) g. Trail Easements, including a separate trail easement for the sidewalk located outside of the right-of-way h. Development Contract City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-38 Page 4 of 4 24. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. FURTHER, that the following conditions must be met prior to release of remaining escrow: 25. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial Guarantee shall be required to ensure installations per City requirements. 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) BELLWETHER 8TH ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Pulte Homes of Minnesota, 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”. This is an amendment to the Bellwether Development Contract dated October 16, 2018. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bellwether 8th Addition (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 - 2 – 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. 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 April 11, 2022 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated April 11, 2022_ Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated April 11, 2022 Plan D – Final Tree Preservation and Reforestation Plan, dated April 11, 2022 Plan E– Final Landscape Plan, dated April 11, 2022 Plan F – Permanent Traffic Control Plan, dated April 11, 2022 Plan H – Phasing Plan, dated January 21, 2022 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 - 3 – • Landscaping • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • 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. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make improvements to Hunters Ridge and the intersection of CSAH 116 as outlined in the May 2018 feasibility study. The City shall design and install and the developer shall pay for the following improvements, which shall be paid at the time the final plat for this phase is released unless otherwise noted: A. CSAH/Hunters Ridge intersection, as outlined in the feasibility study and estimated at $400,000 will be due with this phase of the development. The developer shall provide $50,000 in cash for engineering design and $350,000 in LOC. B. The Bellwether Master Development Contract, included a stormwater impact in the amount of $100,000 for off-site improvements for conveyance, flood plain analysis and potential downstream mitigation due when Phase 2 or 3 was platted. When the City identifies the need and cost, the City will reduce the letter of credit accordingly and require the developer to provide cash escrow. The City will defer collecting it till a later phase when the design is - 4 – complete. 10. 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. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • NPDES Permits • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2022, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in the 8th Addition until 80% of the homes in the 8th Addition 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. 13. 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. 14. 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. 15. 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. 16. 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. - 5 – 17. 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. 18. 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 • 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 19. PARK DEDICATION. Park dedication for the Bellwether development will be satisfied through the contribution of land, construction of private the private amenity center and associated improvements, trail easements, pavement of trails and construction of the boardwalk, which will be dedicated in various phases. In this phase, the developer shall dedicate: • Outlots A, E and F shall be deeded to the City for parkland. • Off-road trail easements. Park dedication credit shall be given for the net area of the park and for the portion of the trail easement that encroaches on private lots. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 39.14 net acres (based on pre-developable area) $6,622.00 per acre = $259,185.08. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 95 single family units x $1,256.00 per unit = $119,320.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). The City will not collect the Sanitary Sewer TLAC for this project because the cost of installing an over-sized trunk sewer pipe - 6 – from the metering station is in excess of the fees that would have been generated by the TLAC. Therefore, no pre-developable area acre trunk fees are required. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 95 single family units x $1,243.00 per unit = $118,085.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing of watermain where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. For the 8th Addition the Water TLAC Credits due are $50,000. For 8th Addition the credits shall be applied as follows: Water TLAC = $259,185.08 - $50,000 = $209,185.08 25. 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 - 7 – 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. 26. 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. 27. 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. 28. 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 - 8 – 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, 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. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals, PUD Amendments, including the PUD Final Development Plan (Resolution 2022-37) and Final Plat approval (Resolution 2022- 38) 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 $10,300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 103 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. 30. 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 - 9 – 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 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. - 10 – 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. 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. O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building code, as determined by the Building Official. 31. 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. 32. 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 wearing 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. 33. 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 - 11 – 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 $4,885,276.92, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. 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. - 12 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $891,729.03 $891,729.03 Watermain System $828,739.59 $828,739.59 Stormwater System $842,844.96 $842,844.96 Street Construction $350,000.00 $1,537,646.90 $1,887,646.90 Street Lighting Grading/Erosion Control Landscaping/Tree Preservation $86,810.00 $86,810.00 Setting Iron Monuments $10,300.00 $10,300.00 Installing Wetland Buffer Monuments* $1,260.00 $1,260.00 SUB-TOTAL: $4,199,330.48 $4,549,330.48 City Design, Inspection and Administration (8%) $335,946.44 $335,946.44 Total: $350,000.00 $4,535,276.92 $4,885,276.92 Total Project Cost $4,885,276.92 (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. 34. 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 Owner’s Contractor’s Policy with limits against bodily injury, including death, and property - 13 – 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. 35. 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: Water Supply Trunk line area charge (TLAC) $ 259,185.08 Sanitary Sewer Trunk line area charge (TLAC) 0.00 Engineering Design Escrow Turn Lanes 50,000 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 384,185.08 36. 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: _______________________________ _______________________________ _______________________________ 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. - 14 – 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”) Legal description of the Property Being Final Platted as Outlot F, Bellwether 1st Addition, Hennepin County 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 Hennepin County Property Map Date: 3/29/2022 Comments: 1 inch = 400 feet PARCEL ID: 1211923210001 OWNER NAME: Pulte Homes Of Minnesota Llc PARCEL ADDRESS: 52 Address Pending, Corcoran MN 00000 PARCEL AREA: 47.95 acres, 2,088,787 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $1,530,100 TAX TOTAL: $16,330.90 ASSESSED 2022, PAYABLE 2023 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $1,560,900 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: Bellwether 8th Addition Plan Review Date: March 9th, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Bellwether 8th Addition Plans, prepared by Sathre-Bergquist, Inc., dated January 20th, 2022. 2. Bellwether 8th Addition Plat, prepared by Sathre-Bergquist Inc., No date provided 3. Bellwether Development – Stormwater Management Plan, Prepared by AE2S, dated January 2022 4. Alta/NSPS Land Title Survey, prepared by Sathre-Bergquist, Inc., dated July 26th, 2018 Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. For any site activity (demo, grading, utilities, etc.) no closures or restrictions of any kind shall be imposed upon the public use of Hunter’s Ridge without the City’s permission. Note that all construction activities shall be routed through the access to the north and no construction vehicles shall access the site through Hunter’s Ridge Road. 4. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. o Encroachment Agreement needed for retaining wall within easement in Lots 1-5 Block 4 (Wall shown in future phase) 5. Provide phasing plan to city for removal of temporary storm sewer and installation of new utilities. Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. 2. Street names on plat should be consistent with plans (Kenwood Lane). March 9, 2022 Bellwether 8th Addition Kevin Mattson Page 2 of 4 3. Provide separate trail easement for bituminous trail located outside of ROW. 4. Provide separate trail easement for sidewalk located outside of ROW. 5. Provide additional easement for storm sewer run 2W to 6W (1:1 Excavation from bottom of pipe) 6. Provide additional easement for storm C10 to C11 or adjust alignment to provide 5’ separation from easement. 7. Wetland buffer to be within D&U easement. Revise easement: a. Lot 1 Block 7 b. Lot 18 Block 5 c. Lots 5-10 Block 8 d. Lot 1 Block 7 e. Lots 5-9 Block 7 f. Mulberry lane future lots adjacent to Wetland #12 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. Transportation 1. All 28’ roads shall be signed no parking on one side of the roadway with no parking signs required within all cul-de-sacs. Final sign location to be coordinated at time of final plat. a. Add “no parking this side of street” along 102nd Place, Mulberry Lane, Hunters Ridge, and Jack Pine Lane b. Add “No parking in cul-de-sac” signs on Jack Pine Lane and Jack Pine Lane (Loop) 2. As per the original feasibility study, turn lanes onto Hunters Ridge for the western access into the development will be necessary. The turn lanes into the project site are anticipated to be a City-led project. If so, the developer shall establish an escrow prior to the turn lanes being designed and publicly bid. 3. The sidewalk along 102nd Place should be along the east side of the roadway. The sidewalk in the outlot by the parking stalls shall remain. 4. The parking stalls for on street parking shall be shifted west as far as possible and rotated for angled parking to restrict vehicles from backing across 102nd Place. 5. Mulberry Lane to be constructed to southern property line of Block 4 Site Plans 1. The existing and proposed drainage and utility easements shown shall be clearly labeled on all plan drawings. 2. Generally, street lights shall be placed on the sidewalk side of the street and where sidewalks meet. Street lighting to be reviewed by public safety and comments to be provided. March 9, 2022 Bellwether 8th Addition Kevin Mattson Page 3 of 4 Grading /Stormwater 1. Sumps will be required in all storm structures with drops in of 18” or greater as well as the last accessible structures prior to stormwater basins. o STMH B2 o CBMH D2 o CBMH D6 2. Label clearly on plans EOF’s for all areas where water will be collected including all low areas in roadways and greenspaces. 3. All drainage swales shall maintain a minimum of 2% slope and all slope should be 4:1 or flatter unless approved by the city engineer. Revise grading in the following locations o 102nd Place Station 15+00 to 17+00 North side of street adjacent to Wetland #8 impact o Lots 3-9 Block 8 o Between 102nd Place sidewalk and Pond #4W o South end of Mulberry Lane adjacent to Wetland #12 4. Revise grading or provide additional easement for drainage swales in the following locations o Lot 11 Block 8 o Lot 8 Block 8 o Lot 11 Block 7 o Lot 10 Block 3 o Lots south of 99th place CDS West of Wetland #3, If storm sewer is not installed as part of this phase grade a temporary drainage swale to avoid trapping water. East of Wetland #3, provide additional easement for drainage swale (future plat) 5. Provide profile for proposed bituminous trail that is not adjacent to the roadway. 6. Revise sump connections to be located within D&U easement. 7. Revise sump connections as follows: o L4B3 to structure 4W o L5B3 and L6B3 to structure C8 o L7B3 and L8B3 to structure C7 o L9B3 to structure C10 o Lots 10-14 B3 to structure C11 8. Provide HWL for rear yard storm structures to verify within D&U easement. 9. Contours shall reflect 12’ pond access bench. 10. Pond #4W EOF drains towards L18 B5 property. Provide drainage easement. 11. Ensure the plan and the model match. For example, storm sewer connecting catchment w18 and Pond-1SW is a 30” pipe with invert from 923 to 922 in the SWMM model. This appears to be the pipe between B1 and B2. The storm sewer plan shows an 18” pipe from 922.2 to 922.0. The pipe inlet to Pond #4W from subcatchment W60 is a 15” to 12” pipe. In the model, it’s modeled as a 21”. March 9, 2022 Bellwether 8th Addition Kevin Mattson Page 4 of 4 12. Catchment w24 and w23 drain into Pond-1SW and out in the model and the SWMP. In the storm sewer plan, those two seem to be draining into Pond-2W. Verify the drainage pattern and make sure the storm pipe design match between the plan and the SWMP. 13. Include Pond-4W and Pond-5W EOF in the model. 14. Inlet capacity is usually 2-2.5 cfs, and is exceeded at structures A14, C5, F3, G3, G7, G10. Additional structures shall be added to reduce runoff to individual structures. Watermain/Sanitary Sewer 1. Gas, electric, and other private and public utilities are located adjacent and/or on the property. Preservation of existing easements and coordination with all public and private utilities must be conducted prior to commencing any grading or construction. 2. Generally, valves shall be located at all intersection as one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. a. Add additional valve at end rad east end of Hunters Ridge b. Add additional valve mid block on 102nd Place between Hunters Ridge and Mulberry Lane. c. Add valve east side of tee at 102nd Place and Mulberry Lane d. Add valve at intersection of 102nd Place and Jack Pine Lane to west side of tee. 3. Hydrant spacing to be reviewed by public safety and additional comments may be provided 4. Ex-T24 should be shown as drop manhole to the south. Invert of 915.00 on Bellwether 8th plan does not match proposed invert on Bellwether 6th addition plans of 921.70. Provide updated plans to verify inverts match. 5. Coordinate trunk sanitary alignment along western property line with City. 6. Revise sanitary sewer from MH-8 to MH 27 to be at minimum grade. This minimum grade shall be maintained to southern property line on future submittals. 7. Provide sanitary stub to existing Hunters Ridge, west of MH-8. 8. Service for Lot 1 Block 4 to be off Hunters Ridge. End of Comments 1 We Build Consumer Inspired Homes and Communities to Make Lives Better “Bellwether 8th Addition” APPLICATION FOR: PUD Final Development Plan, Final Plat 8th Addition CORCORAN, MINNESOTA January 20, 2022 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to be submitting the 8th application for Bellwether. In previous years we submitted and received approval for Bellwether Preliminary Plat,1st through 5th Additions, the 6th Addition (Van Blaricom extension), the 7th Addition (Schober Homestead extension) and now we are submitting the continuation of Bellwether as the 8th Addition. The 8th Addition is also known as the West Newman property as this was the West side of the Newman property which was platted as Outlot F of the original Bellwether plat. Now that Bellwether 6th Addition was platted and is under development to the North of this property, we now have a road connection to the 8th Addition to expand the neighborhood as planned in the Preliminary Plat. The continuation of Bellwether will add 95 lots to the neighborhood. Pulte will act as both developer of the property and builder of the homes within Bellwether. The primary contact for Pulte is: Chad Onsgard, Vice President of Development 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 952-229-0723 Chad.Onsgard@pultegroup.com Property Legal Description Outlot F, Bellwether 1st Addition. 2 Bellwether 8th Addition Final Plat & Final PUD Plan The final plat for the 8th Addition is consistent with the approved Bellwether Preliminary PUD Development Plan. Scope & Boundary Outlot F, Bellwether 1st Addition will be platted into 95 lots and 7 Outlots. Utilities and streets will be extended from Bellwether 6th Addition, which will include extension of Trunk Sewer, sidewalks and trail connections to the City park property. Park Dedication Outlots A, E and F will be dedicated to the City to satisfy the park dedication requirements along with previous park dedication and trail improvements in the overall Bellwether neighborhood. Right-of-Way Dedication Required Right of Way will be dedicated along public streets as well as required drainage and utility easements for drainage areas and ponding. Homes, Architecture and Lot Types The homes and architecture will be consistent with Preliminary Plat and previous architectural approvals including materials, setbacks and driveways. We will continue to offer 3 lot types similar to previous additions. We will have 12 Garden lots at 44’ wide, 60 Classic lots at 50’ wide and 23 Estate lots at 60’ wide. The Estate lots will include 3rd car garages and basements. SHEET 1 OF 4 SHEETSBELLWETHER 8TH ADDITIONSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLA C.R. DOC. NO._________KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, owner of the following described property situated in the State ofMinnesota, County of Hennepin, to wit:OUTLOT E, BELLWETHER,ANDOUTLOT F, BELLWETHERHas caused the same to be surveyed and platted as BELLWETHER 8TH ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposesas created by this plat.In witness whereof said Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officerthis day of , 2022.Signed: Pulte Homes of Minnesota, LLCJamie Tharp, Chief ManagerSTATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 2022, by Jamie Tharp, Chief Manager of Pulte Homes of Minnesota, LLC, a Minnesotalimited liability company, on behalf of the company.My Commission Expires: Notary Public, County, Minnesota (Signature) (Notary Printed Name)SURVEYORS CERTIFICATEI Daniel L. Schmidt do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correctrepresentation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year;that all water boundaries and wet lands, as defined by Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown andlabeled on this plat.Dated this day of , 2022.Daniel L. Schmidt, Licensed Land SurveyorMinnesota License No. 26147STATE OF MINNESOTA, COUNTY OF HENNEPINThis instrument was acknowledged before me this day of , 2022, by Daniel L. Schmidt.My Commission Expires: Notary Public, Hennepin County, Minnesota (Signature) (Notary Printed Name)CITY COUNCIL, CITY OF CORCORAN, MINNESOTAThis plat of BELLWETHER 8TH ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting held this day of ,2022, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Corcoran, MinnesotaBy:, Mayor By:, ClerkRESIDENT AND REAL ESTATE SERVICESHennepin County, MinnesotaI hereby certify that taxes payable in and prior years have been paid for land described on this plat, dated this day of, 2022.Mark V. Chapin, County Auditor By: , DeputySURVEY DIVISIONHennepin County, MinnesotaPursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 2022.Chris F. Mavis, County Surveyor By: COUNTY RECORDERHennepin County, MinnesotaI hereby certify that the within plat of BELLWETHER 8TH ADDITION was recorded in this office this day of , 2022, at o'clock M.Amber Bougie, County Recorder By:, Deputy INSET BSEE SHEET 3 OF 4 SHEETSOUTLOT AINSET CSEE SHEET 4 OF 4 SHEETSINSET ASEE SHEET 2 OF 4 SHEETSOUTLOT BΔΔΔΔ ΔΔΔ0SCALE IN FEET150 7575 150300The basis for the bearing system is the north line ofthe North Half of the Northeast Quarter of Section12, Township 119, Range 23 and is assumed to bearNorth 89 degrees 41 minutes 35 seconds East.Denotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by LicenseNo. 53642, unless shown otherwise.Denotes a Found Cast-Iron-MonumentSHEET 1 OF 4 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANORTH C.R. DOC. NO._________ΔΔΔΔΔΔΔΔ ΔΔ ΔΔΔΔΔ ΔΔΔΔΔΔΔΔ ΔΔ712345611891014121315ΔΔΔΔΔΔΔΔΔΔΔΔ ΔΔ ΔΔΔΔΔΔ1 11334419ΔΔΔΔΔ Δ32OUTLOT D 14618145978121610111513Δ Δ Δ Δ ΔΔ ΔΔΔΔΔΔΔΔΔΔΔΔΔΔ1720ΔOUTLOT C87654321ΔΔΔΔ Δ Δ9ΔΔΔHUNTERS RIDGEM U L B E R R YLANE1 0 2 NDPLACEΔ ΔΔΔΔΔ Δ0SCALE IN FEET40 2020 4080The basis for the bearing system is the north line ofthe North Half of the Northeast Quarter of Section12, Township 119, Range 23 and is assumed to bearNorth 89 degrees 41 minutes 35 seconds East.NOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and being 10 feet in width and adjoining right of waylines, unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:INSET ASHEET 2 OF 4 SHEETSNO R T HBELLWETHER 8TH ADDITION C.R. DOC. NO._________SRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLADenotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by LicenseNo. 53642, unless shown otherwise. Δ ΔΔ2552314ΔΔ Δ Δ567ΔΔΔΔ 1415161718121310789562341ΔΔ ΔΔΔΔ ΔΔΔΔΔ Δ Δ11PLACE102 N D P L A C EΔ102ND0SCALE IN FEET50 2525 50100The basis for the bearing system is the north line ofthe North Half of the Northeast Quarter of Section12, Township 119, Range 23 and is assumed to bearNorth 89 degrees 41 minutes 35 seconds East.NOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and being 10 feet in width and adjoining right of waylines, unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:INSET BSHEET 3 OF 4 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANO R T H C.R. DOC. NO._________BELLWETHER 8TH ADDITIONDenotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147. 6778Δ ΔΔΔΔΔΔΔ 132Δ ΔΔ Δ61083412911ΔΔΔΔΔ ΔΔΔΔ ΔΔΔ Δ Δ Δ75 8910124281531167OUTLOT GOUTLOT EOUTLOT FΔ ΔΔΔΔ ΔΔΔ Δ JACK PINE LANE102ND P L A C EΔΔΔ ΔΔ0SCALE IN FEET40 2020 4080NOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and being 10 feet in width and adjoining right of waylines, unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:INSET CSHEET 4 OF 4 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANO R T H C.R. DOC. NO._________The basis for the bearing system is the north line ofthe North Half of the Northeast Quarter of Section12, Township 119, Range 23 and is assumed to bearNorth 89 degrees 41 minutes 35 seconds East.BELLWETHER 8TH ADDITIONDenotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by LicenseNo. 53642, unless shown otherwise. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7f. TO: Corcoran City Council FROM: Nicholas Ouellette through Kendra Lindahl, Landform DATE: April 20, 2022 for the April 28, 2022 City Council Meeting RE: Final Plat and Final Planned Unit Development (PUD) Plan for “Amberly 2nd Addition” (PID 01- 119-23-34-0002) (city file no. 22-008) REVIEW DEADLINE: May 2, 2022 1.Description of Request The applicant, Pulte Homes of Minnesota, LLC, has requested approval of the final plat and final PUD development plan for Amberly 2nd Addition. This phase includes 51 lots and one outlot on 16.77 acres. The 2nd Addition is the final addition in the Amberly neighborhood. The final plat is reviewed by City Council only. 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.Planning Commission Review The Planning Commission reviewed the final PUD at their April 7, 2022 meeting. Other than the applicant, no members of the public were present to speak on this item. Planning Commission voted 4- 0 (Lanterman absent) to recommend approval. 3. Background On July 22, 2021, the Council approved a rezoning, preliminary plat and preliminary PUD plan for “Amberly and Bellwether” on the 73.48 former Van Blaricom property. This former Van Blaricom parcel was not part of the original Bellwether PUD approved June 28, 2018. The Van Blaricom property was subdivided as an extension of the Bellwether neighborhood and Amberly, a new single family neighborhood separate from Bellwether. The project includes 99 Bellwether lots and 76 Amberly lots. On September 23, 2021, the Council approved an early grading permit agreement to allow Pulte Homes to begin site grading and trunk sewer installation prior to final plat approval of the Amberly 1st and Bellwether 6th Additions. On October 28, 2021, the Council approved Amberly 1st Addition for 25 single family homes. Amberly 2nd Addition (22-008) 2 April 28, 2022 4. Analysis of Request 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. A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. 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 Ordinance Standards Final PUD Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. Staff finds the final PUD plan is consistent with the approved preliminary plans. However, there are a number of conditions that must be addressed prior to release of the final plat and authorization to begin construction. The 2nd Addition includes 51 new single family homes. The residential lots range in size from 8,672 to 18,113 sq. ft. There is a master association responsible for the maintenance of common areas and signs. The HOA documents will be amended to include this phase. Lot Dimensions and Setbacks The preliminary PUD approval granted flexibility from the lot size, lot width and side yard setback. The single family lots appear comply with the required standards; however, Lot 2, Block 3 and Lot 1, Block 4 do not meet the required minimum lot area of 9,156 sq. ft. Staff has included a condition the final plat be revised to comply with the minimum lot standards prior to recording final plat. Since single family home buyers will select their individual home for each lot, staff will review setbacks for compliance with these standards as part of the building permit application. Homeowners Association A homeowner’s association (HOA) will maintain all common ownership areas of the development. Amberly 2nd Addition (22-008) 3 April 28, 2022 Landscaping Section 1060.070 of the Zoning Ordinance requires one overstory tree for each single family home and a variety of landscaping along the perimeter of the site, along the streets and adjacent to wetlands. Plans show plantings at sizes and percentages that comply with the ordinance requirements. One overstory tree has been provided along the public right-of-way for each lot. Additional trees have been provided along Northwood Lane at the access from Stieg Road, adjacent to the wetland and in the rear yards of lots that back onto Stieg Road. Architecture Amberly single family homes were not granted PUD flexibility from garage or architectural standards required by Section 1040.040, Subd. 8 of the Zoning Ordinance. The homes will be selected for each lot by the buyers and must comply with all design standards and PUD standards. The applicant is required to provide equal architectural treatment on the elevations of a home that face a public right-of-way or park. The Amberly and Bellwether preliminary approvals require upgraded trim for lots that face the Stieg Road and equal architecture upgrades for both street frontages on corner lots. Figure 1 shows lots within the 7th Addition that require architectural upgrades. Figure 1: Approved locations of Architectural Upgrades. Lots with red dots must provide upgraded trim on the Stieg Road frontage and lots with green dots must provide architectural upgrades along both street frontages. Wetlands Section 1050.010 establishes standards for the wetland overlay district. This includes establishment of wetland buffer strips in addition to a 15 ft. structure setback from the buffer. Wetland buffer signs are required to be installed at each lot line where it crosses a wetland buffer, and where needed to indicate Amberly 2nd Addition (22-008) 4 April 28, 2022 the contour of the buffer, with a maximum spacing of 200 ft. along the wetland edge. Trails must also be setback 5 ft. from the wetland buffer. The plans comply with the standards for wetland buffers and setbacks. The applicant must provide a wetland buffer maintenance plan that details how they will establish the buffer and ensure the buffer is maintained in perpetuity. Streets The street layout and design are consistent with the preliminary approvals and the street names comply with the City’s approved Street Map. Barricades and signage indicating future street extensions shall be installed, consistent with Section 945.010 of the Subdivision Ordinance. The City Engineer’s memo includes requirements for roadway and no parking signs. Utilities The City Engineer’s memo provides detailed utility comments. This project will extend municipal sewer and water to serve this phase of the development. This phase will extend utilities west along 105th Ave and 104th Place. Plans show utilities will be stubbed to the west property line on 104th Place for future extension to adjacent properties. Stormwater and Grading The City Engineer’s memo provides detailed comments on grading and stormwater. Lighting Standard street lighting will be provided. Streetlights are generally located on the sidewalk side of the street. The City Engineer’s memo requires the streetlight locations at 105th Avenue and Northwood Lane and 104th and Northwood Lane be relocated to the west side of those intersections. The final location of streetlights will be coordinated with the City and field located during construction. Park Dedication Park dedication for the 73.48 acre Van Blaricom property is separate from the park dedication for the original Bellwether development. Park dedication for the Van Blaricom property will be satisfied through a combination park land, trail easement and cash in-lieu-of land. 6.6 net acres of land was dedicated with Amberly 1st and Bellwether 6th Additions, the first developments on the Van Blaricom property. The 6.6 net acres of dedicated park land exceeded the 4.28 acres of park land required and the excess 2.32 acres of dedicated park land will be credited to this phase. The pre-development acreage of Amberly 2nd Addition is approximately 16.6 acres, which requires approximately 2.49 net acres of park land dedication. This phase includes the dedication of 0.84 acres of off-road trail easement. The excess 2.32 acres of park land dedication from prior phases will be Amberly 2nd Addition (22-008) 5 April 28, 2022 applied to satisfy the remaining park land dedication. The combination of 0.84 acres of trail easement and 1.65 acres of credited park land dedication will satisfy the required park dedication for this phase. The remaining park land credit of approximately 0.67 acres will be applied to future phases in the Van Blaricom property. Final Plat The applicant is requesting approval of a final plat for 51 lots and one outlot. The final plat is consistent with the approved preliminary plat. If this subdivision is approved, it would bring the total number of platted lots to 76 in the Amberly project. Only the City Council reviews the final plat. The Planning Commission will not provide a recommendation on the final plat. Conclusion Staff finds the proposed plan is consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and preliminary PUD approvals. The staff report has noted outstanding issues that must be addressed, and staff has included conditions in the attached resolution to address these issues. 5. Recommendation Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2022-39 approving the final PUD plan b. Resolution 2022-40 approving the final plat and development contract Attachments 1. Resolution 2022-39 Approving the Final Planned Unit Development Plan 2. Resolution 2022-40 Approving the Final Plat and Development Contract 3. Development Contract 4. Site Location Map 5. City Engineer’s Memo dated March 9, 2022 6. Applicant’s Narrative dated February 16, 2022 7. Final Planned Unit Development Plans dated February 16, 2022 8. Landscape Plan dated March 3, 2022 9. Final Plat dated February 16, 2022 10. Phasing Plan dated January 21, 2022 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-39 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) FOR “AMBERLY 2ND ADDTION’ FOR PULTE HOMES OF MINNESOTA LLC (PID 01-119-23-34-0002) (CITY FILE NO. 22-008) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for Amberly 2nd Addition for 51 new single family lots on the property legal described as: Outlot C, Bellwether 6th Addition 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 CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1. A final PUD plan is approved to create 51 single family lots for “Amberly 2nd Addition”, in accordance with the plans and application received on January 25, 2022, February 16, 2022, and March 3, 2022, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolutions 2021-81 and 2021-82) 3. Approval is contingent upon City Council approval of the final plat (Resolution 2022-40) 4. The applicant shall comply with all requirements of the City Engineer’s memo dated March 9, 2022. 5. Park dedication will be satisfied through a combination of land, pavement of trails, and cash in lieu of land for this property, which was not part of the original Bellwether (Encore) subdivision, subject to the following conditions: a. The City will accept the net area of park land and trail easements for this development. b. For Amberly 2nd Addition, park dedication shall be the 0.84 net acres of off-road trail easement and 1.65 acres of park land credit from the excess Amberly 1st Addition and Bellwether 6th Addition parkland dedication. The approximately 0.67 acres of remaining credited park dedication from the Amberly 1st, Bellwether 6th and Amberly 2nd Additions will be applied to future phases. c. The applicant shall provide correct density calculations for final park dedication calculations. Pre-development net density is the gross area minus existing streets, wetlands and land below the 100 year OHW. 6. All utility facilities shall be located underground. 7. The HOA shall be responsible for the maintenance of all signs and common areas, including lighting and landscaping in those areas. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-39 Page 2 of 4 8. Parking shall be permitted on one side of the local streets and shall be signed in accordance with City standards. 9. Lighting shall comply with requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a. The applicant shall work with City staff to finalize the streetlight locations. b. The applicant shall revise the location of streetlights at the intersections of 104th Place and Northwood Lane and 105th Place and Northwood Lane as noted in the City Engineer’s memo. 10. Barricades and signage indication future street extensions shall be installed, consistent with Section 945.010, Subd. 19 of the Subdivision Ordinance. 11. No development signage is proposed or approved for this phase. Any development signage requires a sign permit and must comply with the standards in Section 84 of the City Code. 12. Lawn sprinklers/irrigation systems shall all have rain sensors to limit unnecessary watering. 13. Decks are required to meet all structure setbacks, except that Section 1050.01 requires a 15 ft. structure setback from the wetland buffer, but allows patios and decks to encroach a maximum of 6 ft. into this structure setback. 14. PUD Flexibility is granted to establish the following lot standards for this development: Single Family Detached Minimum lot area 9,156 sq. ft. Minimum lot width 65 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet Front, From all other streets 25 feet Front Porch (≤ 120 sq. ft.) 15 feet Side (living) 7.5 feet Side (garage)** 7.5 feet Rear 30 feet Maximum Principal Building Height 35 feet Minimum Driveway depth 22 feet FURTHER, the following items must be addressed prior to issuance of building permits: 15. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 16. Amberly homes shall comply with garage standards. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-39 Page 3 of 4 17. 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. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monument signs shall be installed prior to approval of building permit. 18. The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City. 19. PUD flexibility is provided from the standard that requires architectural upgrades to all four sides of the building, based on the following conditions: a. The applicant shall provide equal architecture treatment on elevations of a home that face a public right-of-way or park at the locations shown in the exhibit titled “Architectural Design Flexibility Requested” (in the staff report). The applicant will be allowed flexibility for the material on those areas identified for “upgraded trim only”. For example, if three sides of a home face a public right-of-way or park, then equal architectural treatment shall be provided on those three sides of the building. Lots subject to this standard include: i. Lots 1-9, Block 1 shall provide upgraded trim on the rear façade facing Stieg Road. ii. Lots 7 and 8, Block 2, Lots 1 and 4, Block 5, Lot 6, Block 3 and Lot 10, Block 4 shall provide equal architectural treatment on the facades facing each public right-of-way. 20. 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. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-39 Page 4 of 4 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-40 Page 1 of 3 Motion By: Seconded By: RESOLUTION APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “AMBERLY 2ND ADDITION” FOR PULTE HOMES OF MINNESOTA (PID 01-119-23-34-0002) (CITY FILE NO. 22-008) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final plat for Amberly 2nd Addition for 51 new single family lots on the property legally described as: Outlot C, Bellwether 6th Addition 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 CITY 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 to create 51 single family lots for “Amberly 2nd Addition”, in accordance with the plans and application received by the City on January 25, 2022, February 16, 2022, and March 3, 2022, except as amended by this resolution. 2. The development contract must be executed by the developer and the City and must be filed with the final plat. 3. Approval is subject to the preliminary approvals (Resolutions 2021-81 and 2021-82). 4. Approval is contingent upon City Council approval of the final PUD plan (Resolution 2022- 39). 5. The applicant must submit a final plat for each future phase of development. No approvals are granted at this time for phases of development. 6. The applicant shall comply with all requirements of the City Engineer’s memo dated March 9, 2022. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-40 Page 2 of 3 7. PUD flexibility is granted to establish the following lot standards for this development: Single Family Detached Minimum lot area 9,156 sq. ft. Minimum lot width 65 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet Front, From all other streets 25 feet Front Porch (≤ 120 sq. ft.) 15 feet Side (living) 7.5 feet Side (garage)** 7.5 feet Rear 30 feet Maximum Principal Building Height 35 feet Minimum Driveway depth 22 feet FURTHER, prior to release of the final plat for recording: 8. The following documents must be approved by the City Attorney: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Trail Easement d. Development Contract 9. Letter of credit must be in place and fees paid. 10. Revise the final plat to provide the required minimum lot area for all lots. Lot 2, Block 3 and Lot 1, Block 4 do not appear to meet the minimum required lot area. 11. Provide revised density exhibits and calculations. 12. A wetland buffer and maintenance plan must be submitted for review and approval by the City. 13. An encroachment agreement shall be required for all site improvements or items placed within the City right-of-way or easements if approved by the City. FURTHER, that the following conditions be met prior to issuance of building permits: 14. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 15. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Trail Easement d. Development Contract City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-40 Page 3 of 3 16. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. FURTHER, that the following conditions must be met prior to release of remaining escrow: 17. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) AMBERLY 2ND ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Pulte Homes of Minnesota, 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”. This is an amendment to the Amberly and Bellwether Development Contract dated December 22, 2021. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Amberly 2nd Addition (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 - 2 – 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. 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 February 16, 2022 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated February 16, 2022 Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated February 16, 2022 Plan D – Final Landscape Plan, dated March 3, 2022 Plan E – Final Street Lighting Plan, dated February 16, 2022 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 - 3 – • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • 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. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make improvements to County Road 116 and Stieg Road. The County Road 116 public improvements will be designed in partnership with the City and Hennepin County. The public improvements are more fully detailed in the Amberly and Bellwether Master Development Contract. The developer also agrees to fund off-site improvements as noted in this agreement. There are no payments due with Amberly 2nd Addition. 10. 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. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal - 4 – • MPCA Sanitary Sewer Extension • City of Corcoran for Building Permits 12. 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 will not accept new public streets in the 2nd Addition until 80% of the homes in the 2nd Addition 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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. 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 - 5 – 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 • 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 19. PARK DEDICATION. Park dedication for Amberly and Bellwether will be satisfied through the contribution of land, pavement of trails, and cash-in-lieu of land. Park dedication for this phase of Amberly and Bellwether will be satisfied by off-road trail easement, pavement of trails and excess park dedication credit from the first phase of Amberly and Bellwether. Credit shall be given for the 0.84 net acres of trail easements for this development. 1.65 acres of the 2.32 acres of park land credit from the first phase of Amberly and Bellwether will be applied to this phase. The remaining 0.67 acres of park dedication credit will be applied to future phases. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 16.6 net acres (based on pre-developable area) $17,293.00 per acre = $287,063.80. Future phases shall be cash with the final plat for each future phase subject to the then-current rates subject the recapture agreement and any credits noted in Section 24 of this agreement. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 51 single family units x $1,256.00 per unit = $64,056.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove at the time of building permit. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 16.6 net acres (based on pre-developable area) x $7,405.00 per acre = $122,923.00. HOWEVER, as part of the 2018 Bellwether PUD approvals, the City and developer entered into a Recapture and Reimbursement Agreement dated October 16, 2018 for reimbursement of the cost of certain required off-site infrastructure improvements. The agreement required “Benefitted Properties” to pay the City a Recapture Fee in the amount of sanitary sewer TLAC fees and those fees shall be passed onto Pulte. This was one of the Benefitted Properties. However, since the Benefitted Property is now being developed by the developer, the City will not collect the TLAC fees in this phase as outlined in the credit for infrastructure as discussed in Section 24 of this document. Future phases shall be cash with the final plat for each future phase subject to the then-current rates subject the recapture agreement and any credits noted in Section 24 of this agreement. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. - 6 – 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 51 single family units x $1,243.00 per unit = $63,393.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer and oversizing the watermain where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The developer shall also be eligible for credit of the raw water conveyance system. If as a result of future water planning, modifications to the water distribution or raw water conveyance system are made, the subsequent changes to the credits provided shall be made based on the actual system installed. For the Amberly 2nd Addition, the City estimates that the additional credits available to the developer are $0 in sewer TLAC Credits and $267,623.07 in water TLAC Credits beyond those which are outlined in the prior Development Contracts. These credits shall be applied at each stage of the development until the credits are exhausted. For Previous Phases, the credits available are as follows: Sewer TLAC = $488,567.29 (Credit remaining) Water TLAC = $9,260.29 (Credit remaining) For Amberly 2nd Addition, the credits shall be applied as follows: Sewer TLAC = $122,923.00 (2nd Addition TLAC) - $488,567.29 = $365,644.29 (Credit remaining) Water TLAC = $287,063.80 (2nd Addition TLAC) - $9,260.29 - $267,623.07 = $10,180.44 Water TLAC Charge 25. 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. Once 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. - 7 – 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. 26. 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. 27. 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. 28. 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. - 8 – 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, 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. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals, including the PUD Final Development Plan (Resolution 2022-39) and Final Plat approval (Resolution 2022-40) is required. B. 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 $5,200.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 52 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. 30. 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 - 9 – 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 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 - 10 – 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. 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. O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building code, as determined by the Building Official. 31. 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. 32. 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 wearing 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, - 11 – 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. 33. 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 $2,276,611.05, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. 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. - 12 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $250,791.96 $250,791.96 Watermain System $623,139.55 $623,139.55 Stormwater System $380,378.15 $380,378.15 Street Construction $793,116.53 $793,116.53 Street Lighting Grading/Erosion Control Landscaping/Tree Preservation $55,007.00 $55,007.00 Setting Iron Monuments $5,200.00 $5,200.00 Installing Wetland Buffer Monuments $340.00 $340.00 SUB-TOTAL: $2,107,973.19 $2,107,973.19 City Design, Inspection and Administration (8%) $168,637.86 $168,637.86 Total: 0 $2,276,611.05 $2,276,611.05 Total Project Cost $2,276,611.05 (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. 34. 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 Owner’s Contractor’s Policy with limits against bodily injury, including death, and property - 13 – 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. 35. 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: Water Supply Trunk line area charge (TLAC)* $ 10,180.44 Sanitary Sewer Trunk line area charge (TLAC)* 0.00 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 85,180.44 *Phase 2 amount due after credits. Remaining credits will be applied to future phases 36. 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: _______________________________ _______________________________ _______________________________ - 14 – 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. 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”) Legal Description of the Property Being Final Platted as Outlot C, Bellwether 6th Addition 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 Hennepin County Property Map Date: 3/29/2022 Comments: 1 inch = 400 feet Division in Process The displayed parcel boundary may not be the actual boundary because this property is in the process of being divided or replatted. PID: 0111923310005 ADDRESS: 52 Address Pending, Corcoran MN 00000 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: Amberly 2nd Addition – Plan Review Date: March 9, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Amberly 2nd Addition Plans, prepared by Sathre-Bergquist, Inc., dated January 25th, 2022. 2. Amberley 2nd Addition Plat, prepared by Sathre-Bergquist Inc., No date provided 3. Bellwether Development – Stormwater Management Plan, prepared by AE2S, dated Updated November 2021. 4. Van Blaricom Development – Stormwater Management Plan, prepared by AE2S, dated September 2021. 5. Bellwether (Encore) Development – Stormwater Management Plan, prepared by AE2S, dated November 2021. Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. 2. Provide separate trail easement for trail located outside of ROW 3. Provide additional easement for bituminous trail a. Lot 4 Block 5 b. Lot 1 Block 4 c. Lot 4-7 Block 4 March 9, 2022 Amberly 2nd Addition Kevin Mattson Page 2 of 3 Transportation 1. All 28’ roads shall be signed no parking on one side of the roadway with no parking signs required within all cul-de-sacs. Final sign locations to be reviewed by public safety and comments to be provided. a. Add “no parking this side of street” along Northwood Lane, 104th Place, and 105th Ave. b. Add “No parking in cul-de-sac” sign on Northwood Lane 2. Radii at Northwood Lane and 104th Place to have B6 curb. Site Plans 1. Generally, street lights shall be placed on the sidewalk side of the street and where sidewalks meet. Street lighting to be reviewed by public safety and comments to be provided. a. Street light at 105th Ave and Northwood Lane to be placed on west side of Northwood Lane south of pedestrian ramp b. Street light at 104th Place and Northwood Lane to be moved to southwest corner of intersection. Grading /Stormwater 1. All drainage swales shall maintain a minimum of 2% slope and all slope should be 4:1 or flatter unless approved by the city engineer. 2. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. 3. Revise street and trail grading on 104th Place west of Northwood Lane. o Sag vertical curve with catch basins at the low point. o Trail to tie into street grades with retaining wall on west side of trail. 4. Draintile to tie into the following structures: o A6 o A15 o A5 o A16 (remove sump connections to lots) o A11 o A12 5. Model shows Pond 3SW/4SW HWL at 923.5. Plan has the HWL at 923.7. Make sure plan and model match. 6. Add a second inlet in cul-de-sac to reduce inlet capacity of CB-G3. March 9, 2022 Amberly 2nd Addition Kevin Mattson Page 3 of 3 Watermain/Sanitary Sewer 1. Generally, valves shall be located at all intersection as one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. a. Relocate south and east valve at intersection of Northwood Lane and 104th Place to end rads. b. Add additional valves at 105th Ave and 104th Place midblock. 2. Hydrant spacing to be reviewed by public safety. Additional comments may be provided. a. Hydrant spacing does not cover lot 8 block 4 3. Show raw watermain crossing in profile at intersection of Northwood Lane and Stieg Road. Verify no conflict with proposed watermain 4. Verify watermain not in conflict with Storm Structure A15 5. Show watermain crossings on storm profiles A6-A7 (Crossing at 105th Ave) and A4-A5 (Crossing at 104th Place). Verify no conflict. 6. Watermain stub to Robert Lane to be extended minimum 10’ out of Stieg Road drive lane 7. Utilities on 104th Place west at property line to be revised as to not conflict with proposed trail and retaining wall End of Comments 1 We Build Consumer Inspired Homes and Communities to Make Lives Better 2 Amberly 2nd Addition Final Plat & Final PUD Plan The final plat for Amberly 2nd Addition is consistent with the approved Preliminary PUD Development plan for Amberly and Bellwether. Scope & Boundary Amberly 2nd Addition will be platted into 51 lots and 1 Outlot. Utilities and streets will be extended from the 1st Addition which is currently under development. Roads will be extended from 105th Avenue and 104th Place and a connection will be made to Stieg Road at the NW corner of the site. Park Dedication As part of the Bellwether 6th Addition plat, property was deeded in excess of required park dedication. Trail and Park credits shall be used for this plat with any remaining park fees to be paid in cash to satisfy park dedication requirements. Right-of-Way Dedication Required Right of Way will be dedicated along public streets as well as required drainage and utility easements for drainage areas and ponding. Homes, Architecture and Lot Types The homes and architecture will be consistent to Preliminary plat approvals and the previous Amberly Addition. We will provide 65’ wide lots with a variety of house plans, elevations, options, colors, materials and a variety of lot types. High visibility lots will include upgraded rear and side elevations with window trim, banding boards and different colors and materials. SHEET 1 OF 3 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLAKNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, owner of the following described property situated in the State of Minnesota, County of Hennepin,to wit:OUTLOT C AND OUTLOT D, BELLWETHER 6TH ADDITIONHas caused the same to be surveyed and platted as AMBERLY 2ND ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat.In witness whereof said Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 2022.Signed: Pulte Homes of Minnesota, LLCJamie Tharp, Chief ManagerSTATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 2022, by Jamie Tharp, Chief Manager of Pulte Homes of Minnesota, LLC, a Minnesota limited liability company,on behalf of the company.My Commission Expires: Notary Public, County, Minnesota (Signature) (Notary Printed Name)SURVEYORS CERTIFICATEI Daniel L. Schmidt do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundarysurvey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined byMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 2022.Daniel L. Schmidt, Licensed Land SurveyorMinnesota License No. 26147STATE OF MINNESOTA, COUNTY OF HENNEPINThis instrument was acknowledged before me this day of , 2022, by Daniel L. Schmidt.My Commission Expires: Notary Public, Hennepin County, Minnesota (Signature) (Notary Printed Name)CITY COUNCIL, CITY OF CORCORAN, MINNESOTAThis plat of AMBERLY 2ND ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting thereof held this day of , 2022, and said plat isin compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Corcoran, MinnesotaBy:, Mayor By:, ClerkRESIDENT AND REAL ESTATE SERVICESHennepin County, MinnesotaI hereby certify that taxes payable in and prior years have been paid for land described on this plat, dated this day of, 2022.Mark V. Chapin, County Auditor By: , DeputySURVEY DIVISIONHennepin County, MinnesotaPursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 2022.Chris F. Mavis, County SurveyorBy: COUNTY RECORDERHennepin County, MinnesotaI hereby certify that the within plat of AMBERLY 2ND ADDITION was recorded in this office this day of , 2022, at o'clock M.Amber Bougie, County RecorderBy:, Deputy C.R. DOC. NO._________AMBERLY 2ND ADDITION ΔΔ ΔΔΔΔΔ Δ ΔΔΔΔ Δ Δ ΔΔΔΔΔ ΔΔΔΔ Δ 2 91016111712181314152322212019765123412 15 14 13 11ΔΔ Δ Δ ΔΔ PLACEΔΔ 2 1 Δ Δ Δ 9Δ M U L B E R R 103RD AV E N UE103RD AV E N U E ΔΔ Δ ΔΔOUTLOT BINSET ASEE SHEET 3OF 3 SHEETSΔ 0SCALE IN FEET80 4040 80160SHEET 2 OF 3 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANO R T HAMBERLY 2ND ADDITION C.R. DOC. NO._________Denotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by licenseNo. 26147, unless shown otherwise.The basis for the bearing system is the west line of OUTLOT C,BELLWETHER 6TH ADDITION and is assumed to bear North01 degrees 08 minutes 54 seconds EastNOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and 10 feet in width and adjoining right of way lines,unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1246784321OUTLOT A31243359143136127111098457219831413121110645183Δ Δ ΔΔΔΔΔΔΔΔΔΔΔΔΔΔ Δ ΔΔΔΔΔ ΔΔΔΔ Δ ΔΔ ΔΔΔΔΔΔΔΔΔΔΔΔΔΔΔΔΔΔΔ ΔΔΔΔΔΔ Δ Δ Δ ΔΔ Δ ΔΔ ΔΔΔΔΔΔ NORTHWOOD LANENORTHWOOD LANE105TH AVE. 10 4 T H P L A C E STEIG ROAD STEIG ROAD ΔΔΔ1254ΔΔΔ ΔΔ269710Δ0SCALE IN FEET50 2525 50100SHEET 3 OF 3 SHEETSSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANO R T HAMBERLY 2ND ADDITIONINSET A C.R. DOC. NO._________Denotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by licenseNo. 26147, unless shown otherwise.The basis for the bearing system is the west line of OUTLOT C,BELLWETHER 6TH ADDITION and is assumed to bear North01 degrees 08 minutes 54 seconds EastNOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and 10 feet in width and adjoining right of way lines,unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7g. TO: Corcoran City Council FROM: Nicholas Ouellette through Kendra Lindahl, Landform DATE: April 20, 2022 for the April 28, 2022 City Council Meeting RE: Final Plat and Final Planned Unit Development (PUD) Plan for “Bellwether 9th Addition” (PID 01-119-23-34-0002) (city file no. 22-017) REVIEW DEADLINE: May 16, 2022 1.Description of Request The applicant, Pulte Homes of Minnesota, LLC, has requested approval of the final plat and final PUD development plan for Bellwether 9th Addition. This phase includes 37 lots and two outlots on 12.91 acres. The 9th Addition is the final addition in the Bellwether neighborhood within the former Van Blaricom property. The final plat is reviewed by City Council only. 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.Planning Commission Review The Planning Commission reviewed the final PUD at their April 7, 2022 meeting. Other than the applicant, no members of the public were present to speak on this item. Planning Commission voted 4- 0 (Lanterman absent) to recommend approval. 3. Background On June 28, 2018, the Council approved a rezoning, preliminary plat and preliminary PUD plan for the Bellwether project. The Bellwether project included the construction of 398 single family homes to be built in six phases. On October 18, 2018, the Council approved phase 1 of Bellwether for 78 single family homes and six outlots. On April 25, 2019, the Council approved phase 2 of Bellwether for 79 single family homes and 12 outlots. The Council also approved the final PUD for phase 3. On September 26, 2019, the Council approved the final plat for phase 3 of Bellwether for 29 single family homes and one outlot. On March 26, 2020, the Council approved phase 4 of Bellwether for 74 single family homes and one outlot. Bellwether 9th Addition (22-017) 2 April 28, 2022 On July 23, 2020, the Council approved phase 5 of Bellwether for 46 single family homes and one outlot. On July 22, 2021, the Council approved a rezoning, preliminary plat and preliminary PUD plan for “Amberly and Bellwether” on two separate parcels acquired by the applicant. • The first parcel, the 73.48 Van Blaricom property, was not part of the original Bellwether PUD approved June 28, 2018. The Van Blaricom property has been subdivided and is being developed as an extension of the Bellwether neighborhood (Bellwether 6th and 9th Additions) and a new single family neighborhood, Amberly, which is not part of Bellwether. • The second parcel, the 3.74 acre Schober homestead, was included in the original Bellwether approval. The property was platted as part of the Bellwether 2nd Addition that created several lots and the homeowner retained the 3.74 acre parcel for their homestead. The property has since been acquired by the applicant and has received approval to be platted as the Bellwether 7th Addition. On October 28, 2021, the Council approved the final plat and final PUD for 25 single family homes in Amberly 1st Addition, 62 single family homes in Bellwether 6th Addition and seven outlots. The preliminary approvals allow 192 lots and the remaining 105 lots will be platted in future phases on the former Van Blaricom property. On February 24, 2022, the Council approved the final plat and final PUD for 17 single family homes in Bellwether 7th Addition on 3.74 acres on the former Schober homestead. On April 7, 2022, the Council will review the Bellwether 8th Addition final plat and final PUD for 95 single family homes on 47.95 acres on the former Newman property. 4. Analysis Staff has reviewed the application for consistency with the 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. A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. 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. Bellwether 9th Addition (22-017) 3 April 28, 2022 B. Consistency with Ordinance Standards Final PUD Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. Staff finds the final PUD plan is consistent with the approved preliminary plans. The 9th Addition includes 37 single family homes. The residential lots range in size from 6,341 to 13,905 sq. ft. There is a master association responsible for the maintenance of common areas (yard maintenance, snow removal, etc.) in this phase. Bellwether is an age-restricted active adult community. The HOA documents will be amended to include this phase. Lot Dimensions and Setbacks The preliminary PUD approval granted flexibility from lot size, width standard and side yard setback. The single family lots appear to comply with required standards. However, since single family home buyers will select their individual home for each lot, staff will review setbacks for compliance with these standards as part of the building permit application. Architecture The Bellwether products that were allowed in previous additions were approved by the Council for Bellwether 9th Addition. The applicant is required to provide architectural upgrades on the elevations of a home that face a public right-of-way or park. Figure 1 shows the two lots within the 9th Addition that require architectural upgrades. Figure 1: Approved Locations of Architectural Upgrades. Green dots (and the blue dot added by staff) are lots where equal architectural upgrades must be provided along both street frontages. Bellwether 9th Addition (22-017) 4 April 28, 2022 Homeowner’s Association A homeowner’s association (HOA) will maintain all common ownership areas of the development. Landscaping Section 1060.070 of the Zoning Ordinance requires one overstory tree for each single family home and a variety of landscaping along the perimeter of the site, along streets and adjacent to wetlands. Plans show plantings at sizes, percentages and locations that comply with the ordinance requirements. One overstory tree has been provided along the public right-of-way for each lot. Streets The 9th Addition will extend 103rd Avenue in connection with the existing extent of the street to the northeast and southwest of this phase. A sidewalk is provided along the south of 103rd Avenue. The street layout and design are consistent with the preliminary approvals. Parking is restricted to one side of the street. Utilities Municipal sewer and water are available to the site. The City Engineer’s memo provides detailed utility comments. The project will connect sewer and water on either side of the 103rd Avenue extension. Wetlands No wetlands are located on this site. Stormwater Management Stormwater management will be managed on site and the City Engineer’s memo includes conditions to ensure compliance with local, watershed and State standards. Two stormwater ponds are provided with this addition in Outlots A and B. A stormwater maintenance agreement must be prepared and submitted for review and approval by staff and is required to be recorded with the final plat. Easements The developer has provided 10 ft. drainage and utility easements along the front and rear lot lines and 5 ft. drainage and utility easements along the side lot lines for single family lots. Drainage and utility easements are also provided over all of Outlot A and Outlot B. Encroachment agreements shall be required for all site improvements or items placed within the City right-of-way or easements. The City Engineer’s memo notes an encroachment agreement is required for the retaining wall within the easement at Lots 4 and 5, Block 1. Staff has included this requirement Bellwether 9th Addition (22-017) 5 April 28, 2022 as a condition. The City Engineer’s memo also requires additional drainage and utility easement for stormwater management on Lot 1, Block 1 and Lot 15, Block 2. Lighting The applicant has submitted a lighting plan that shows lighting and sign locations. New streetlights are proposed along the south (sidewalk side) of 103rd Avenue. Final streetlight locations will be field location during construction in coordination with the City. Park Dedication Park dedication for this parcel, which was originally part of the 73.48 acre Van Blaricom property, is separate from the park dedication for the original Bellwether development. Park dedication for the Van Blaricom property will be satisfied through a combination of park land, trail easements and cash-in-lieu of land. A total of 6.6 net acres of park land was dedicated with Amberly 1st and Bellwether 6th Additions, the first phases of development on the Van Blaricom property. The 6.6 net acres of dedicated park land exceeded the 4.28 acres required for those two phases and the excess 2.32 acres of dedicated park land will be applied to future phases. Amberly 2nd Addition, the second phase of the Van Blaricom development, satisfied park dedication through 0.84 acres of trail easement and 1.65 acres of park land credit. Phase 2 did not use all the remaining park dedication credit, leaving approximately 0.67 acres of park land credit which will be applied to Bellwether 9th Addition. The pre-development acreage of Bellwether 9th Addition is 12.48 net acres which requires 1.87 net acres of park land dedication. No park land or trail easements are proposed with this phase. The approximately 0.67 acres of park land credit will be applied to this phase and fulfills 35% of the required park dedication. The remaining park dedication shall be cash-in-lieu of land, approximately as follows: 37 single family lots = $171,236 (37 x $4,628) 0.67 acres of credited park land = 35% of park dedication 65% remaining park dedication due = $111,303 Total cash-in-lieu of land due = $111,303 The final park land credit and cash-in-lieu of land due for Bellwether 9th will be determined when final park dedication exhibits have been received for phase 2. Final Plat The applicant is requesting approval of a final plat for 37 lots and two outlots. The final plat is consistent with the approved preliminary plat. If this subdivision is approved, it would bring the total number of platted lots to 99 in the Bellwether neighborhood on the former Van Blaricom property. Bellwether 9th Addition (22-017) 6 April 28, 2022 Conclusion Staff finds the proposed plan is consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and preliminary PUD approvals. The resolution includes conditions which the applicant must address prior to release of final plat and building permits. 5. Recommendation Move to adopt the following, as recommended by the Planning Commission: a. Resolution 2022-43 approving the Final PUD Plan b. Resolution 2022-44 approving the Final Plat and Development Contract Attachments 1. Resolution 2022-43 Approving Final Planned Unit Development Plan 2. Resolution 2022-44 Approving Final Plat and Development Contract 3. Development Contract 4. Site Location Map 5. City Engineer’s Memo dated March 25, 2022 6. Applicant’s Narrative dated March 15, 2022 7. Final Planned Unit Development Plans dated April 1, 2022 8. Landscape Plan dated April 1, 2022 9. Final Plat dated April 1, 2022 10. Phasing Plan dated January 21, 2022 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-43 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) FOR “BELLWETHER 9TH ADDITION” FOR PULTE HOMES OF MINNESOTA LLC (PID 01-119-23-34-0002) (CITY FILE NO. 22-017) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for Bellwether 9th Addition for 37 new single family lots on the property legally described as: Outlot B, Bellwether 6th Addition 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 CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1. A final PUD plan is approved to create 37 single family lots for “Bellwether 9th Addition” in accordance with the plans and application received on February 22, 2022 and March 15, 2022, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolutions 2021-81 and 2021-82). 3. Approval is contingent upon City Council approval of the final plat (Resolution 2022-44). 4. The applicant shall comply with all requirements of the City Engineer’s memo dated March 25, 2022. 5. Park dedication will be satisfied through a combination of land, pavement of trails and cash in lieu of land. This phase requires 1.87 net acres of park land dedication. Park dedication for this phase shall be a combination of: a. Previously credited land totaling approximately 0.67 acres of park land dedication from the Amberly 1st Addition, Bellwether 6th Addition and Amberly 2nd Addition. b. The remaining park dedication shall be cash-in-lieu of land. 6. All utility facilities shall be located underground. 7. The HOA shall be responsible for the maintenance of ponds, sidewalks, and all common areas, including landscaping and lighting in those areas. 8. Parking shall be permitted on one side of the local street and shall be signed in accordance with City standards. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-43 Page 2 of 3 9. Lighting shall comply with the requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a. The applicant shall work with City staff to finalize the streetlight locations. 10. PUD Flexibility is granted to establish the following lot standards for this development. Bellwether PUD Minimum lot area 5,000 sq. ft. Minimum lot width 44 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 sq. ft.) 15 feet Side (living) 5 feet Side (garage)** 5 feet Rear 20 feet Maximum Principal Building Height 35 feet Minimum Driveway depth 22 feet FURTHER, the following items must be addressed prior to issuance of building permits: 11. Mechanical equipment (including air condition units) must be located in the side or rear yard and shown on plans. 12. The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City. 13. All Design Requirements for the RSF-3 district described in Section 1040.050 shall be met, except that PUD flexibility shall be provided to allow garages on the 34-foot wide homes on the 44-foot and the 50-foot wide homes on the 60-foot lots to exceed more than 55 percent of the viewable ground floor street-facing linear building frontage. The 40-foot wide homes on the 50-foot lots shall comply with the garage standards. In exchange for this flexibility: a. Garage door colors shall be compatible with the building colors. b. Architectural elements shall be added above the garage to de-emphasize the garage doors where possible. c. Garage doors shall be architecturally styled to match the exterior of the home. 14. PUD flexibility is provided from the standard that requires architectural upgrades to all four sides of the building, based on the following conditions: a. The applicant shall provide equal architecture treatment on elevations of a home that face a public right-of-way or park at the locations shown in the exhibit titled “Architectural Design Flexibility Requested” (in the staff report). For example, if three sides of a home face a public right-of-way or park, then equal architectural City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-43 Page 3 of 3 treatment shall be provided on those three sides of the building. Lots subject to this standard include: i. Lot 1, Block 1 and Lot 1, Block 2 shall provide equal architectural treatment on the facades facing each public right-of-way. 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 final 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 Whereupon, said Resolution is hereby declared adopted on this 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-44 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “BELLWETHER 9TH ADDITION” FOR PULTE HOMES OF MINNESOTA LLC (PID 01-119-23-34-0002) (CITY FILE NO. 22-017) WHEREAS, Pulte Homes of Minnesota, LLC (the “applicant”) has requested approval of a final plat for Bellwether 9th Addition for 37 new single family lots on the property legally described as: Outlot B, Bellwether 6th Addition 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 CITY 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 to create 37 single family lots for “Bellwether 9th Addition”, in accordance with the plans and application received on February 22, 2022 and March 15, 2022, except as amended by this resolution. 2. The development contract must be executed by the developer and the City and must be filed with the final plat. 3. Approval is subject to the preliminary approvals (Resolutions 2021-81 and 2021-82). 4. Approval is contingent upon City Council approval of the final PUD plan (Resolution 2022-43). 5. The applicant shall comply with all the requirements of the City Engineer’s memo dated March 25, 2022. 6. Park dedication will be satisfied through a combination of land, pavement of trails and cash in lieu of land. 1.87 net acres of park land is required for this phase. Park dedication for this phase shall be a combination of: a. 0.67 acres of credited park land dedication from the Amberly 1st Addition and Bellwether 2nd Addition b. The remaining park dedication shall be $111,303 cash-in-lieu of land City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-44 Page 2 of 3 7. PUD Flexibility is granted to establish the following lot standards for this development. Bellwether PUD Minimum lot area 5,000 sq. ft. Minimum lot width 44 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 sq. ft.) 15 feet Side (living) 5 feet Side (garage)** 5 feet Rear 20 feet Maximum Principal Building Height 35 feet Minimum Driveway depth 22 feet FURTHER, prior to release of the final plat for recording: 8. The following documents must be approved by the City Attorney: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Encroachment Agreement for the retaining wall within the easement at Lots 4 and 5, Block 1 d. Development Contract 9. Letter of credit must be in place and fees paid. 10. The final plat shall be revised to provide additional drainage and utility easements as specified in the City Engineer’s memo dated March 25, 2022. 11. 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. FURTHER, that the following conditions must be met prior to issuance of building permits: 12. The applicant must file the final plat at Hennepin County within 2 years of the date of approval of the approval shall expire. 13. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Encroachment Agreement for the retaining wall within the easement at Lots 4 and 5, Block 1 d. Development Contract City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-44 Page 3 of 3 14. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. FURTHER, that the following conditions must be met prior to release of remaing escrow: 15. Lot and corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) BELLWETHER 9TH ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and Pulte Homes of Minnesota, 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”. This is an amendment to the Amberly and Bellwether Development Contract dated December 22, 2021. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bellwether 9th Addition (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 - 2 – 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. 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 April 1, 2022 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated April 1, 2022__ Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated April 1, 2022 Plan D – Final Landscape Plan, dated April 1, 2022 Plan E – Final Street Lighting Plan, dated April 1, 2022 Plan F – Permanent Traffic Control Plan, dated April 1, 2022 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 - 3 – • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • 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. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make improvements to County Road 116 and Stieg Road. The County Road 116 public improvements will be designed in partnership with the City and Hennepin County. The public improvements are more fully detailed in the Amberly and Bellwether Master Development Contract. The developer also agrees to fund off-site improvements as noted in this agreement. There are no payments due with Bellwether 9th Addition. 10. 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. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • NPDES Permits - 4 – • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • MPCA Sanitary Sewer Extension • City of Corcoran for Building Permits 12. 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 will not accept new public streets in the 9th Addition until 80% of the homes in the 9th Addition 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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. - 5 – 18. 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 • 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 19. PARK DEDICATION. Park dedication for Amberly and Bellwether will be satisfied through the contribution of land, pavement of trails, and cash-in-lieu of land. No park land or trail easements are dedicated with this phase. Park dedication for this phase of Amberly and Bellwether will be satisfied by excess park dedication credit from the first phase of Amberly and Bellwether and cash- in-lieu of land. Credit shall be given for the remaining 0.67 acres of excess park dedication from the first phase of Amberly and Bellwether. The remaining park dedication shall be $111,303 cash-in- lieu of land. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 12.48 net acres (based on pre-developable area) $17,293.00 per acre = $215,816.64. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 37 single family units x $1,256.00 per unit = $46,472.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove at the time of building permit. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 12.48 net acres (based on pre-developable area) x $7,405.00 per acre = $92,414.40. HOWEVER, as part of the 2018 Bellwether PUD approvals, the City and developer entered into a Recapture and Reimbursement Agreement dated October 16, 2018 for reimbursement of the cost of certain required off-site infrastructure improvements. The agreement required “Benefitted Properties” to pay the City a Recapture Fee in the amount of sanitary sewer TLAC fees and those fees shall be passed onto Pulte. This was one of the Benefitted Properties. However, since the Benefitted Property is now being developed by the developer, the City will not collect the TLAC fees in this phase as outlined in the credit for infrastructure as discussed in Section 24 of this document. Future phases shall be cash with the final plat for each future phase subject to the then-current rates subject the recapture agreement and any credits noted in Section 24 of this agreement. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. - 6 – 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 37 single family units x $1,243.00 per unit = $45,991.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer and oversizing the watermain where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The developer shall also be eligible for credit of the raw water conveyance system. If as a result of future water planning, modifications to the water distribution or raw water conveyance system are made, the subsequent changes to the credits provided shall be made based on the actual system installed. For the 9th Addition, no additional TLAC credits are due beyond those where are outlined in prior Development Contracts. For Previous Phases, the credits available are: Sewer TLAC = $365,644.29 (Credit remaining) Water TLAC = = $0.00 (Credit remaining) For Bellwether 9th Addition, the credits shall be applied as follows: Sewer TLAC = $92,414.40 (9th Addition TLAC) - $365,644.29 = $273,229.89 (Credit remaining) • As this is the last phase of this development, no additional credits or Sewer TLAC fees shall be applied. Water TLAC = $215,816.64 (9th Addition TLAC) - $0.00 = $215,816.64 Water TLAC Charge 25. 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. Once 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. - 7 – 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. 26. 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. 27. 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. 28. 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. - 8 – 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, 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. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals, including the PUD Final Development Plan (Resolution 2022-43) and Final Plat approval (Resolution 2022-44) is required. B. 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 $3,900.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 39 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. 30. 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 - 9 – 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 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 - 10 – 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. 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. O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building code, as determined by the Building Official. 31. 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. 32. 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 wearing 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, - 11 – 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. 33. 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 $746,848.57, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. 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. - 12 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $146,194.66 $146,194.66 Watermain System $159,269.21 $159,269.21 Stormwater System $109,600.84 $109,600.84 Street Construction $259,416.74 $259,416.74 Street Lighting Grading/Erosion Control Landscaping/Tree Preservation $13,145.00 $13,145.00 Setting Iron Monuments $3,900.00 $3,900.00 Installing Wetland Buffer Monuments SUB-TOTAL: $691,526.45 $691,526.45 City Design, Inspection and Administration (8%) $55,322.12 $55,322.12 Total: $746,848.57 $746,848.57 Total Project Cost $746,848.57 (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. 34. 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 Owner’s Contractor’s Policy with limits against bodily injury, including death, and property - 13 – 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. 35. 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: Water Supply Trunk line area charge (TLAC)* $ 215,816.64 Sanitary Sewer Trunk line area charge (TLAC)* 0.00 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 290,816.64 *9th Addition amount due after credits. No remaining credits will be applied. 36. 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: _______________________________ _______________________________ _______________________________ - 14 – 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. 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”) Legal Description of the Property Being Final Platted as Outlot B, Bellwether 6th Addition 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 Hennepin County Property Map Date: 3/29/2022 Comments: 1 inch = 400 feet Division in Process The displayed parcel boundary may not be the actual boundary because this property is in the process of being divided or replatted. PID: 0111923340066 ADDRESS: 52 Address Pending, Corcoran MN 00000 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: Bellwether 9th Plan Review Date: March 25th, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Bellwether 9th Addition Plans, Prepared by Sathre- Bergquist, Inc., Dated February 22nd, 2022. 2. Bellwether 9th Addition Plat, prepared by Sathre-Bergquist Inc., No date provided 3. Bellwether (Encore) Development – Stormwater Management Plan, Prepared by AE2S, dated February 2022. 4. Alta/NSPS Land Title Survey, prepared by Sathre-Bergquist, Inc., dated August 6th, 2021. Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 4. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. o Encroachment agreement needed for retaining wall within easement at Lots 4 and 5 Block 1 Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. 2. Provide additional easement for storm sewer at Lot 1 Block 1 3. Provide additional easement at lot 15 block 2 to incorporate drainage from East lots in 4th Addtion March 25, 2022 Bellwether 9th Kevin Mattson Page 2 of 2 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. Transportation Site Plans Grading /Stormwater 1. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. 2. Provide spot elevations along east property lines of Lot 15 Block 2 and Lot 22 Block 1 to verify 2% minimum grade. o There are existing permits with the city form the lots in 4th addition. Provide updated permits to the city for review. 3. Draintile to connect to the following structures: o H4 o H5 o C3 o C4 4. Show draintile cleanouts Watermain/Sanitary Sewer 1. Add gate valve near STA 18+50 2. Show storm crossing H4 to H5 on profile. Verify no conflict 3. Verify no storm sewer/watermain conflicts at storm structures H5 and C6. Show structures on profile Other Comments: 1. The applicant shall provide the City a detailed work schedule. The City shall be provided at least 48 hours notice prior to any work commencing, including grading and utility work. End of Comments 1 We Build Consumer Inspired Homes and Communities to Make Lives Better “Bellwether 9th Addition” APPLICATION FOR: PUD Final Development Plan, Final Plat 9th Addition CORCORAN, MINNESOTA February 22st 2022 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to be submitting the 9th application for Bellwether. We have previously submitted for approval Bellwether Preliminary Plat,1st through 5th Additions, the 6th Addition (Van Blaricom extension), the 7th Addition (Schober Homestead extension) and Bellwether 8th Addition (West Newman). The 9th Addition will add 37 lots to the continuation of Bellwether and Pulte will act as both developer of the property and builder of the homes within Bellwether. The primary contact for Pulte is: Chad Onsgard, Vice President of Development 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 952-229-0723 Chad.Onsgard@pultegroup.com Property Legal Description Outlot B, Bellwether 6th Addition. Bellwether 9th Addition Final Plat & Final PUD Plan The final plat for the 9th Addition is consistent with the approved Preliminary PUD Development Plan for Amberly and Bellwether. 2 Scope & Boundary Outlot B, Bellwether 6th Addition will be platted into 37 lots and 2 Outlots. Utilities will be extended from Bellwether 6th Addition and loop the water by tying into Bellwether 4th Addition. We will make street and sidewalk connections at Bellwether 6th Addition and 4th Addition which will complete the loop of 103rd Avenue. Park Dedication Park Dedication was satisfied by deeding Outlot F of Bellwether 6th Addition. Any remaining park dedication required would be satisfied by paying park fees. Right-of-Way Dedication Required Right of Way will be dedicated along public streets as well as required drainage and utility easements for drainage areas and ponding. Homes, Architecture and Lot Types The homes and architecture will be consistent with Preliminary Plat and previous architectural approvals including materials, setbacks and driveways. All of the lots in the 9th Addition are Garden lots which are 44’ wide and will be built as slab on grade foundations. SHEET 1 OF 2 SHEETSBELLWETHER 9TH ADDITIONSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLA C.R. DOC. NO._________KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, owner of the following described property situated in the State of Minnesota, County ofHennepin, to wit:OUTLOT B, BELLWETHER 6TH ADDITIONHas caused the same to be surveyed and platted as BELLWETHER 9TH ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat.In witness whereof said Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 2022.Signed: Pulte Homes of Minnesota, LLCJamie Tharp, Chief ManagerSTATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 2022, by Jamie Tharp, Chief Manager of Pulte Homes of Minnesota, LLC, a Minnesota limited liabilitycompany, on behalf of the company.My Commission Expires: Notary Public, County, Minnesota (Signature) (Notary Printed Name)SURVEYORS CERTIFICATEI Daniel L. Schmidt do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundarysurvey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined byMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 2022.Daniel L. Schmidt, Licensed Land SurveyorMinnesota License No. 26147STATE OF MINNESOTA, COUNTY OF HENNEPINThis instrument was acknowledged before me this day of , 2022, by Daniel L. Schmidt.My Commission Expires: Notary Public, Hennepin County, Minnesota (Signature) (Notary Printed Name)CITY COUNCIL, CITY OF CORCORAN, MINNESOTAThis plat of BELLWETHER 9TH ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting thereof held this day of , 2022,and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Corcoran, MinnesotaBy:, Mayor By:, ClerkRESIDENT AND REAL ESTATE SERVICESHennepin County, MinnesotaI hereby certify that taxes payable in and prior years have been paid for land described on this plat, dated this day of, 2022.Mark V. Chapin, County Auditor By: , DeputySURVEY DIVISIONHennepin County, MinnesotaPursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 2022.Chris F. Mavis, County SurveyorBy: COUNTY RECORDERHennepin County, MinnesotaI hereby certify that the within plat of BELLWETHER 9TH ADDITION was recorded in this office this day of , 20____, at o'clock M.Amber Bougie, County RecorderBy:, Deputy OUTLOT BOUTLOT AΔ 1012ΔΔ 201819212217161551314111098127436Δ ΔΔΔΔΔΔΔΔΔΔΔ ΔΔΔΔΔΔΔΔΔΔΔ567891411121315ΔΔΔΔΔΔΔΔ ΔΔΔΔ Δ Δ 4321Δ ΔΔΔΔΔ103RD AV E N U E 12Δ 0SCALE IN FEET50 2525 50100SHEET 2 OF 2 SHEETSBELLWETHER 9TH ADDITIONSRRGNNE ENIGEDESIENNSATHRE-BERGQUIST, INC.SUSSYRS OER EVRPLANORTHNOT TO SCALE10 55Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and being 10 feet in width and adjoining right of waylines, unless otherwise indicated, as shown on this plat.10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: C.R. DOC. NO._________The basis for the bearing system is the East line of OUTLOTB, BELLWETHER 6TH ADDITION, and is assumed to bearSouth 01 degrees 11 minutes 45 seconds West.Denotes a 1/2 inch by 14 inch iron pipe set and markedby License No. 26147.Denotes a 1/2 inch pipe found and marked by LicenseNo. 26147. STAFF REPORT Agenda Item 7h. Council Meeting: April 28, 2022 Prepared By: Natalie Davis McKeown Topic: Agriculture Preserve Application (City File. No. 22-021) Action Required: Approval 60-Day Review Deadline: May 10, 2022 1. Application Request Jonathan Wawra requests City approval for initiation of the Metropolitan Agricultural Preserve program on one parcel consisting of 40.79 acres of land owned by Jonathan and Brittni Wawra at 21401 Larkin Road (PID 27-119-23-33-0001). 2. Background 21401 Larkin Road was not previously enrolled in the Agricultural Preserve program and is designated as Rural/Agricultural Residential in the 2040 Future Land Use Map. An amendment to the 2040 Future Land Use Map is required to guide this parcel as Agricultural Preserve. The property is zoned as Rural Residential and is located outside the Metropolitan Urban Service Area (MUSA) shown on the City’s Comprehensive Plan. 3. Analysis of Request The property owner is applying to commence enrollment in the Ag Preserve program without an initiation of expiration. This is consistent with the requirements of Minnesota State Statute §473H. 4. Recommendation Move to adopt Resolutions 2022-46 approving designation. Attachments: 1. Resolution 2022-46 2. Aerial Location Map 3. 2040 Land Use Map City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-46 Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING A REQUEST FOR METROPOLITAN AGRICULTURAL PRESERVE DESIGNATION FOR 40.79 ACRES OF LAND OWNED BY JONATHAN AND BRITTNI WAWRA AT 21401 LARKIN ROAD (PID 27-119-23-33-0001) (CITY FILE 22-021) WHEREAS, the property owners at 21401 Larkin Road are requesting approval of designation for 40.79 acres of land in one parcel for property legally described as follows: See Attachment A. WHEREAS, the above described parcel is located outside of the Metropolitan Urban Service Area (MUSA); WHEREAS, the owner of the described parcel has made an official application for their designation as an agricultural preserve; and WHEREAS, the requirements regarding size, covenants, development density and other stipulations of the act are deemed legally satisfied. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the property is hereby designated as Agricultural Preserve. BE IT FUTHER RESOLVED, the property be classified as “Agricultural Preserve” in the 2040 Future Land Use Plan of the Comprehensive Plan and the related zoning district, which will create more stringent zoning for the duration of the requested designation. No subdivisions can occur unless and until said properties are removed from the Ag Preserve Program. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-46 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-46 Page 3 of 3 ATTACHMENT A The Southwest Quarter of the Southwest Quarter of Section 27, Township 119, Range 23, Hennepin County, Minnesota. He nn e pin Cou n ty P ro perty Ma p City File 2 2-021 Waw ra Ag Pr es er ve Da te : 4/1 8/20 22 Comm en ts: 1 inc h = 8 00 fee t PAR CEL ID: 27 119 23 330 00 1 OWN ER N AME: J G Waw ra & B K Wa wr a PAR CEL AD DRESS: 2 140 1 Lar k in Rd , Cor co ran MN 55 34 0 PAR CEL AR EA: 40 .79 ac r es , 1,7 76,9 68 sq ft A-T-B: To rr ens SAL E PR ICE: $59 9,00 0 SAL E D ATA: 0 5/20 21 SAL E C OD E: Wa rr anty D e ed ASSESSED 20 21 , PAYABLE 202 2 PROPERT Y TYPE: Fa rm H OM ESTEAD : N on -H ome stea d M AR KET VAL UE: $30 4,10 0 TAX TO TAL: $3 ,2 21.7 0 ASSESSED 20 22 , PAYABLE 202 3 PRO PER TY TYPE: R eside ntial HO MESTEAD: No n-H om es te ad MARKET VALU E: $5 60 ,2 00 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not s uitable for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 2 Page 1 of 3 STAFF REPORT Agenda Item 7i. Planning Commission Meeting: April 28, 2022 Prepared By: Natalie Davis McKeown Topic: PUD (Planned Unit Development) Section 1040.140 Zoning Ordinance Amendment (City File No. 22-022) Action Required: Approval 60-Day Review Deadline: N/A 1. Request: Revise Section 1040.140 (PUD (Planned Unit Development)) to update the review process of Final PUD Development Plans and PUD Amendments. The requested updates will remove the requirement for Planning Commission review unless a PUD amendment is requested in the final development plan that was not granted in the Preliminary PUD Development Plan. 2. Planning Commission Review: The Planning Commission reviewed this item at a public hearing on April 7th. There was no one present to speak on this item. The Planning Commission voted 4-0 to recommend approval of the request. 3. Context: Over the last year, the redundancy of the review process for final PUD developments plans has been discussed at more than one Planning Commission meeting as there is little discretion in the recommendation that is to be forwarded to City Council. Considering these comments, staff prepared the following Zoning Ordinance Amendments for the Commission to consider forwarding to Council. These changes will remove the final development plan from the Commission’s purview unless an applicant is requesting additional PUD flexibility. 4. Analysis: Currently, Section 1040.140, Subd. 6 (D) in the City Code requires final PUD development plans to be reviewed by the Planning Commission before proceeding to the City Council for final approval. The Planning Commission’s discretion to recommend approval or denial is limited to whether the final PUD plan substantially complies with the preliminary approvals in the preliminary PUD plan. Typically, at this stage of the PUD process, the Commission is unable to recommend changes to the plan. The value of this process has been questioned at numerous Planning Commission meetings within the last year. Therefore, staff proposes the following text amendment: Page 2 of 3 The applicant shall submit a final PUD development plan to the City. The Planning Commission shall review the final plan in accordance with the provisions of this Section. The Planning Commission shall review the application to ensure that the proposed final PUD development plan is in substantial conformance with the approved preliminary PUD development plan. Following the Planning Commission recommendation, tThe City Council shall consider the final development plan in accordance with the provisions of this Section. The City Council shall review the application to ensure that the proposed final PUD development plan is in substantial conformance with the approved preliminary PUD development plan. Upon due consideration the City Council shall approve, disapprove, or approve with specified modifications and/or conditions by majority vote. However, there are times when staff finds the need for an applicant to apply for a PUD amendment at the same time as the final development plan as the submitted plans show additional flexibility not granted in the approved preliminary PUD development plan. In this instance, the Planning Commission does have the ability to provide input regarding the requested PUD amendment and recommend additional changes as part of the PUD negotiation process. To ensure that the Planning Commission retains the ability to review a final PUD development plan in this instance, staff proposes the following changes to Subd. 11 of 1040.140: Changes to Final Development Plans. PUD Amendments. A. Changes to preliminary development plans approved by the City Council shall be processed as a PUD amendment concurrently with the PUD final development plan and shall require review by the Planning Commission and approval by a majority vote of all members of the City Council. B. Minor changes to final development plans adopted by the City Council may be approved by the City Administrator, provided that the changes do not involve the following: 1. Increase in floor area of structures or number of dwelling units. 2. Changes in exterior building material. 3. Alteration of any condition attached or modification to the final development plan made by the City Council. C. A major change to a final development plan which is at variance with any standards of the City Code or is less restrictive than any conditions of approval for the initial final development plan, shall require approval by a majority vote of all members of the City Council. Page 3 of 3 Staff believes the proposed zoning ordinance amendments address the desire to remove redundancies within the prescribed approval process. These changes are consistent with the approval process for preliminary and final plats while still recognizing the need for Planning Commission input when the final PUD development plan seeks additional variation from the City Code. Furthermore, final PUD development plans and their associated final plat currently run up against the 60-day review deadline on a regular basis due to the limited frequency of Planning Commission meetings. The proposed amendments allow for substantially conforming final development plans and associated final plats to have a more streamlined finalization process with a built-in time buffer by removing the requirement to schedule review at a Planning Commission meeting. 5. Recommendation: Move to approve the following: a. Ordinance 2022-456 Amendment to Section 1040.140 b. Resolution 2022-47 Approving Findings of Fact c. Summary Ordinance 2022-457 for Publication Approval of the Zoning Amendment Ordinance and Findings of Fact Resolution require a simply majority vote of the City Council. Approval of the Summary Publication Ordinance requires a 4/5 majority vote of the Council. Attachments: 1. Ordinance 2022-456 Amendment to Section 1040.140 2. Resolution 2022-47 Approving Findings of Fact 3. Summary Ordinance 2022-457 for Publication City of Corcoran County of Hennepin State of Minnesota April 28, 2022 ORDINANCE NO. 2022-456 Page 1 of 2 Motion By: Seconded By: AN ORDINANCE AMENDING THE TEXT OF SECTIONS 1040.140 OF THE ZONING ORDINANCE OF THE CORCORAN CITY CODE RELATED TO PUD (PLANNED UNIT DEVELOPMENT) DISTRICT REGULATIONS (CITY FILE 22-022) THE CITY OF CORCORAN ORDAINS: SECTION 1. Amendment of the City Code. The text of Section 1040.140, Subd. 6 (D) of the Corcoran City Code is hereby amended by removing the stricken material and adding the underlined material as follows: 1040.140 – PUD (PLANNED UNIT DEVELOPMENT) Subd. 6. D. Final PUD Development Plan. The applicant shall submit a final PUD development plan to the City. The Planning Commission shall review the final plan in accordance with the provisions of this Section. The Planning Commission shall review the application to ensure that the proposed final PUD development plan is in substantial conformance with the approved preliminary PUD development plan. Following the Planning Commission recommendation, tThe City Council shall consider the final development plan in accordance with the provisions of this Section. The City Council shall review the application to ensure that the proposed final PUD development plan is in substantial conformance with the approved preliminary PUD development plan. Upon due consideration the City Council shall approve, disapprove, or approve with specified modifications and/or conditions by majority vote. SECTION 2. Amendment of the City Code. The text of Section 1040.140, Subd. 11 of the Corcoran City Code is hereby amended by removing the stricken material and adding the underlined material as follows: 1040.140 – PUD (PLANNED UNIT DEVELOPMENT) Subd. 11. Changes to Final Development Plans. PUD Amendments. A. Changes to preliminary development plans approved by the City Council shall be processed as a PUD amendment concurrently with the PUD final development plan and shall require review by the Planning Commission and approval by a majority vote of all members of the City Council. B. Minor changes to final development plans adopted by the City Council may be approved by the City Administrator, provided that the changes do not involve the following: 1. Increase in floor area of structures or number of dwelling units. 2. Changes in exterior building material. City of Corcoran County of Hennepin State of Minnesota April 28, 2022 ORDINANCE NO. 2022-456 Page 2 of 2 3. Alteration of any condition attached or modification to the final development plan made by the City Council. C. A major change to a final development plan which is at variance with any standards of the City Code or is less restrictive than any conditions of approval for the initial final development plan, shall require approval by a majority vote of all members of the City Council. SECTION 3. Effective Date. This Ordinance shall be in full force and effect upon its adoption. ADOPTED by the City Council on the 28th day of April 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 – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-47 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING FINDINGS OF FACT FOR AN ORDINANCE AMENDING SECTION 1040.140 OF THE ZONING ORDINANCE OF THE CORCORAN CITY CODE REALTED TO PUD (PLANNED UNIT DEVELOPMENT) DISTRICT REGULATIONS (CITY FILE 22-022) WHEREAS, the Planning Commission reviews and recommends preliminary PUD development plans; WHEREAS, final PUD development plans must substantially comply with the preliminary PUD development plan; WHEREAS, the final plat needs to run concurrently with the final PUD development plan and there is a 60-day review limit for final plats that cannot be extended; WHEREAS, final PUD development plans and final plats regularly run up against the 60- day time limit, and WHEREAS, City staff recommends amending Section 1040.140 of the City Code; WHEREAS, the Planning Commission has reviewed the requested zoning ordinance amendments at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Corcoran, Minnesota, that it does approve an amendment to Title X (Zoning Ordinance) of the City Code to amend the review of Final PUD Development Plans and PUD Amendments, based on the following findings: 1. The amendments remove reduncencies in the approval process for final PUD development plans. 2. The amendments prioritize Planning Commission review and input when a PUD Amendment is requested with the Final PUD Development Plan. 3. The amendments streamline the approval timeline of final PUD development plans and associated final plats when a PUD amendment is not required. 4. The amendments are consistent with other City Code standards and City policies. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-47 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota ORDINANCE NO. 2022-457 Page 1 of 1 Motion By: Seconded By: SUMMARY OF ORDINANCE NO. 2022-456 AN ORDINANCE AMENDING THE TEXT OF SECTIONS 1040.140 OF THE ZONING ORDINANCE OF THE CORCORAN CITY CODE RELATED TO PUD (PLANNED UNIT DEVELOPMENT) DISTRICT REGULATIONS (CITY FILE 22- 022) The text of Title X (Zoning Ordinance) of the City Code of the City of Corcoran, Minnesota, is hereby amended with revised provisions for the review of Final PUD Development Plans and PUD amendments. 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 28th day of April 2022. Tom McKee – Mayor ATTEST: City Seal Jessica Beise – Administrative Services Director STAFF REPORT Agenda Item 7j. Council Meeting: April 28, 2022 Prepared By: Maggie Ung Topic: 2022 Full-Time, Part-Time Seasonal Wage Schedule Amendment Action Required: Approval Summary: The City adopted the 2022 wage schedule on December 9, 2021. The Recreation Program Coordinator was budgeted for summer hours only due to being an internship position. The candidate was able to start earlier in the year and therefore an amendment to the wage schedule is needed to stay within budget for the position. Financial/Budget: Items above are incorporated into the final recommended 2022 budget. Options: 1.Adopt Resolution 2022-49 Amended 2022 Wage Schedule for City Employees. 2.Decline amendment. Recommendation: Adopt Resolution 2022-49 Adopting Amended 2022 Wage Schedule for City Employees. Council Action: Consider a motion to adopt Resolution 2022-49 Adopting Amended 2022 Wage Schedule for City Employees. Attachments: 1.2022 Full-time Part-time and Seasonal Wage Schedule 2.Resolution 2022-49 Adopting Amended 2022 Wage Schedule for City Employees City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-49 Motion By: Seconded By: A RESOLUTION APPROVING AMENDED 2022 WAGE SCHEDULE AND BENEFIT PACKAGE FOR CITY EMPLOYEES WHEREAS, the City Council of the City of Corcoran, Minnesota adopted the 2022 General Fund Budget and the 2022 Property Tax levy on December 9th, 2021; and WHEREAS, the City Council desires to establish the following direction regarding employee wages and benefits. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the following: 1. 2022 Amended Full-time Part-time and Seasonal Wage Schedule (Exhibit A) 2. The City Administrator is authorized to approve step increases for eligible employees contingent upon a satisfactory performance evaluation. 3. The City Administrator is authorized to approve the hiring of part-time and seasonal employees for positions that have been approved in the 2022 budget. 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 28th day of April 2022. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Jessica Beise – City Administrator Adopted 3% WAGE INCREASE Grade Start 6 Months 1 Year 2 Years 3 Years 4 Years 5 Years 1 $18.65 $19.33 $20.01 $20.70 $21.38 $22.06 $22.75 2 $19.74 $20.46 $21.19 $21.91 $22.63 $23.36 $24.08 3 $20.89 $21.66 $22.42 $23.19 $23.96 $24.72 $25.49 4 $22.12 $22.93 $23.74 $24.55 $25.36 $26.17 $26.98 5 $23.41 $24.27 $25.12 $25.98 $26.84 $27.70 $28.56 6 $24.78 $25.69 $26.59 $27.50 $28.41 $29.32 $30.23 7 $26.23 $27.19 $28.15 $29.11 $30.07 $31.03 $32.00 8 $27.76 $28.78 $29.80 $30.81 $31.83 $32.85 $33.87 9 $29.39 $30.46 $31.54 $32.62 $33.69 $34.77 $35.85 10 $31.11 $32.25 $33.39 $34.53 $35.67 $36.81 $37.95 11 $32.93 $34.13 $35.34 $36.55 $37.75 $38.96 $40.17 12 $34.85 $36.13 $37.41 $38.68 $39.96 $41.24 $42.52 13 $36.89 $38.24 $39.59 $40.95 $42.30 $43.65 $45.00 14 $39.05 $40.48 $41.91 $43.34 $44.77 $46.20 $47.63 15 $41.33 $42.85 $44.36 $45.88 $47.39 $48.91 $50.42 16 $43.75 $45.35 $46.96 $48.56 $50.16 $51.77 $53.37 17 $46.31 $48.01 $49.70 $51.40 $53.10 $54.80 $56.49 18 $49.02 $50.82 $52.61 $54.41 $56.21 $58.00 $59.80 19 $51.89 $53.79 $55.69 $57.59 $59.49 $61.39 $63.30 20 $54.92 $56.93 $58.95 $60.96 $62.97 $64.99 $67.00 Position Start 1 Year 2 Year PD PT Admin Ast 22.46$ ‐$ ‐$ Plng. PT Admin. As 22.46$ ‐$ ‐$ Rink Attendant 12.01$ 12.68$ 13.34$ Maint. Worker 1 17.01$ 17.96$ 18.90$ Maint. Worker 2 23.14$ 24.42$ 25.71$ Program Coord.15.12$ 15.96$ 16.80$ Plow Operator 23.14$ 24.42$ 25.71$ Mgmt. Intern 16.35$ ‐$ ‐$ Police Officer‐PT $35.34 CSO $22.46 EXHIBIT A - 2022 FULL-TIME, PART-TIME, AND SEASONAL WAGE SCHEDULE 2022 FULL-TIME WAGE SCHEDULE Steps 2022 PART‐TIME AND SEASONAL WAGE SCHEDULE 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. A genda Item: 8a. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 20, 2022 for the April 28, 2022 City Council Meeting RE: Preliminary Plat, Site Plan and Administrative Permit for “Corcoran II Substation” at Larkin Road and County Road 116 (PID 25-119-23-23-0001) (City file no. 22-004) 120-DAY REVIEW DEADLINE: May 31, 2022 1.Description of Request The applicant is requesting approval preliminary plat to create one lot and two outlots from a 36.92-acre parcel for a new electric substation in addition to a site plan approval for this essential service. Typically, this application would be administratively approved but since there is a plat, the site plan and administrative permit will be processed concurrently. 2.Planning Commission Review The Council directed the Planning Commission to review and provide a recommendation on screening. The Planning Commission met on April 7th and recommended that the applicant work with the City to use part of the park land to allow construction of a berm with more landscaping across that common lot line. Specifically: •Provide a berm on the west side of the substation if possible •Provide a double row of trees on the west side of the substation (and on the north side of possible) •Provide larger trees than required by the ordinance, preferably some spaded trees •Provide a chain line fence with slats •Provide a monument sign with landscaping to identify the substation. Staff added this to the draft resolution, but the Council could modify the resolution. 3.City Council Review The City Council reviewed the item on March 24, 2022 and voted to bring the item back to the Planning Commission to receive feedback specific to the screening of the site. The City Council discussed the proposed fence/landscaping but also discussed the use of a solid wall. An example of such a wall was provided by Councilor Nichols and is included as an attachment. On April 14, 2022, the Council tabled the item to the April 28th Council meeting. Corcoran II Substation (22-004) 2 April 28, 2022 4. Background The application was heard at the Planning Commission on March 3, 2022 and the City Council on March 24, 2022. The packet for the Planning Commission can be found here. The packet for the City Council meeting can be found here. 5. Context Zoning and Land Use The site is zoned Mixed Residential (RMF-2) district and the Comprehensive Plan designates the property as Mixed Residential. The site is located within the Metropolitan Urban Service Area (MUSA) and Southeast District. Surrounding Properties The surrounding properties are all located within the MUSA and Southeast District. The property to the north is zoned Downtown Mixed Use (DMU) district and guided Mixed Use in the Comprehensive Plan. Properties to the east are zoned RMF-2 district and guided Mixed Residential. Properties to the south are zoned Urban Reserve (UR) district and guided Mixed Residential. Properties to the east are zoned Light Industrial (I-1) district and C-1 Community Commercial and are guided Light Industrial and Commercial respectively. Natural Characteristics of the Site The Natural Resources Inventory (NRI) map identifies emergent, shrub and wet prairie wetlands on the site. The wetland delineation provided by the applicant identifies five wetlands throughout the site. One wetland is identified within the project area being acquired by the applicant. 6. Analysis Screening The applicant is required by Section 1060.070 to screen the site. The ordinance states: 1. “Screening with the use of landscaping, fencing and walls should be accomplished with the existing topography where possible. When the existing topography prohibits effective screening, berming may be used. a. Planting screens are the preferred method of screening. The planting screen shall consist of hardy trees that will provide a minimum of 80 percent opacity year-round. Planting screens shall contain a mix of overstory and understory plantings and a mix of deciduous and coniferous materials. Corcoran II Substation (22-004) 3 April 28, 2022 b. Fences or walls may be used in conjunction with landscaping to provide screening. When required for screening, minimum of 80 percent opacity shall be provided. No landscaping or screening shall interfere with driver or pedestrian visibility for vehicles entering or exiting the premises. c. Earth berms may be used for screening when topography requires the earth berm to adequately screen the property. Berms shall not exceed 3:1 slope.” The applicant must provide screening to meet the minimum 80 percent opacity required through the use of landscaping, fences, walls or berms. The applicant has provided 56 overstory trees and 62 shrubs surrounding the site to meet the landscape requirements and provide screening for the substation. The applicant is also showing a chain link fence with beige slats to provide additional screening for the substation. Staff continues to believe that the combination of the landscaping and the chain link fence with slats will achieve the required minimum opacity to screen the site. While the overhead powerline and equipment cannot be screened the ground equipment would be screened. Staff consulted with a landscape architect and is recommending changing the color of the slats from beige to brown to better blend the with the landscape. Summary Essential services are permitted in all zoning districts as an administrative approval, due to the essential nature of the utility services. Many of these services are provided by the City but other services are provided by private utility companies. It is common to locate these services in residential districts they serve. Staff finds that the ordinance standards have been met and recommends approval of the request. 7. Recommendation Move to adopt Resolution 2022-24 approving the preliminary plat, site plan and administrative permit for the electric substation. This includes the screening recommendations from the Planning Commission as condition 5.h. Attachments 1. Resolution 2022-24 Conditionally Approving Preliminary Plat, Site Plan and Administrative Permit 2. Order Approving Petition and Transferring Title and Possession 3. Preliminary Plans dated March 14, 2022 4. Email from Councilmember Nichols dated March 25, 2022 5. Letter from Wright Hennepin Electric dated March 30, 2022 6. Noise wall memo from Wright Hennepin dated April 5, 2022 7. Email from Wright Hennepin dated April 7, 2022 8. Letter from Wright Hennepin dated April 11, 2022 9. Renderings dated April 13, 2022 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 1 of 4 Motion By: Seconded By: A RESOLUTION CONDITIONALLY APPROVING A PRELIMINARY PLAT, SITE PLAN AND ADMINISTRATIVE PERMIT FOR “CORCORAN SUBSTATION II” AT LARKIN ROAD AND COUNTY ROAD 116 (PID 25-119-23-23-0001) (CITY FILE NO. 22-004) WHEREAS, the Wright Hennepin Cooperative Electric Association has requested approval of a preliminary plat, site plan and administrative permit for the property legal described as: See Attachment A WHEREAS, the Planning Commission reviewed the submitted preliminary plat, site plan and administrative permit at a duly called Public Hearing; and, NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a preliminary plat, site plan and administrative permit subject to the following findings and conditions: 1. The approvals in this resolution shall not take effect until the applicant has provided the City with proof it has secured title to the property. 2. Upon satisfaction of the above condition, a preliminary plat is approved, in accordance with the plans received by the City on January 18, 2022 and March 11, 2022, except as amended by this resolution. 3. The applicant shall comply with all requirements of the City Engineer’s memo dated February 24, 2022. 4. Upon satisfaction of condition 1 above, a Site Plan and Administrative Permit is approved for the electrical substation, subject to the conditions in this Resolution. 5. Prior to approval of final plat: a. The applicant must take title to the property and provide proof of the same to the City. b. The plans must show a curb around the perimeter of the parking area and entrance drive in accordance with City standards. c. The applicant shall provide the net and gross acreage of the land they area acquiring as the pre-development acreage, as well as the net and gross acreage calculations for the lot and outlot areas. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 2 of 4 d. The plans must be revised to wetland buffer setbacks in compliance with Section 1050.010 of the Zoning Ordinance. e. Outlot A shall be deeded to the City by warranty deed. The applicant must provide a copy for City approval. f. The applicant shall finalize the location of drainage and utility easements with City staff. g. The applicant shall work with City staff to locate landscaping outside of the drainage and utility easements. h. The landscaping plan must be revised. Specifically: i. Provide berm across the west lot line onto City property if allowed by the City Council. ii. Provide a double row of landscaping on the west property line on the City property if allowed by the City Council and on the north line if possible. iii. Provide a chain link fence with slats. Detail sheets and a sample must be provide to City staff for review and approval. iv. Provide a monument sign with landscaping for the substation. v. Provide trees larger than the minimum required by ordinance and spaded trees if possible. 6. The developer must enter into a stormwater maintenance agreement with the City. The agreement shall be recorded with the final plat. 7. The applicant shall enter into a Site Improvement Performance Agreement to provide a financial guarantee to protect the work prior to release of the final plat for recording. 8. The 2020 watermain deferred assessment shall be due prior to release of final plat and the applicant will pay the deferred assessment. a. Upon determination of damages owed as a result of the applicant’s condemnation of the property subject to this application, either by court- appointed commissioners or by direct negotiation, the applicant shall pay to the City the full amount of this assessment, inclusive of any interest accrued at that time, within 30 days of such determination. b. Nothing in this condition shall be construed to prevent the applicant from seeking a corresponding reduction in any damage payment made to present owners. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 3 of 4 9. Approval of the preliminary plat shall expire within one year of the date of this resolution unless the applicant has filed a complete application for approval of final plat. 10. 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-24 Page 4 of 4 ATTACHMENT A The Southwest Quarter of the Northwest Quarter except that part lying southerly of the southerly right-of-way line of the Town Road now opened and laid out and generally running East and West, approximately located between the Southwest Quarter of the Northwest Quarter and the Northwest Quarter of the Southwest Quarter, all in Section 25, Township 119, Range 23, except that parcel which lies westerly of a line parallel and distant 40 feet East of the West line of Section 25, Township 119, Range 23. STATE OF MINNESOTA COUNTY OF HENNEPIN DISTRICT COURT FOURTH JUDICIAL DISTRICT CASE TYPE: CONDEMNATION Court File No. 27-CV-22-484 Wright-Hennepin Cooperative Electric Association, a Minnesota cooperative Petitioner, v. Susan Sween, as Trustee of the George H. Deziel Revocable Trust dated February 6, 2001; United Power Association, n/k/a Great River Energy, a Minnesota cooperative; Shamrock Golf, Inc., a Minnesota corporation; CenterPoint Energy Resources Corp. a Delaware corporation; City of Corcoran, a Minnesota municipal corporation; also unknown persons claiming any right, title, estate, interest or lien in the real estate described in the Petition herein, and any unknown heirs or devisees, if any, of any party that may be deceased, and including unknown spouses, if any, and all others, Respondents. ORDER APPROVING PETITION AND TRANSFERRING TITLE AND POSSESSION The condemnation Petition in the above matter came on for hearing on Petitioner's Petition and its Motion for an Order Transferring Title and Possession before the Honorable Jamie L. Anderson, Judge of District Court, on February 16, 2022, at 1:15 P.M., in the District Court of Hennepin County, via Zoom. Marc W. Sugden, of the law firm of Pemberton Law, P.L.L.P., appeared on behalf of the Petitioner Wright-Hennepin Cooperative Electric Association. David L. Sienko of the law firm of LeVander Gillen & Miller, P.A., appeared on behalf of Respondent Susan Sween, as Trustee of the George H. Deziel Revocable Trust dated February 6, 2001 . Thomas Atmore, of the law firm of Martin & Squires, P.A., appeared on behalf of Respondent Shamrock Golf, Inc. Respondents United Power Association, n/k/a Great River Energy, CenterPoint Energy Resources Corp., and City of Corcoran did not make an appearance. The parties who appeared at the hearing submitted this stipulated order to the Court. The notice of the objects of the Petition and the time and place of hearing thereof were served upon the parties named in the Petition at least twenty (20) days before said Petition was presented to the District Court. The names of all persons appearing of record or known to the Petitioner to have any right, title, or interest in and to the real estate described in the Petition were named therein, together with the nature of the ownership of each, as ascertained by Petitioner. That proof of service of the Petition for Condemnation and Motion for Transfer of Title and Possession under Minnesota Statutes Section 117.042 and Notice of Intent to Take Possession upon the parties is on file with the Court. Based on all files and in this proceeding, the parties stipulation, and being fully advised in the premises, the Court finds that the allegations of the Petition are true; that the procedures used are in accord with the statutes governing the acquisition of property by condemnation by the Petitioner; and that the taking herein is for a public purpose. The Court further finds that the Petition is in due form as required by the applicable Minnesota Statutes. The Court further concludes that, pursuant to Minnesota Statutes Section 117.042, Petitioner possesses the right to utilize and has demonstrated the need to acquire title to and possession of the subject real property located in Hennepin County, prior to the time the Court appointed condemnation commissioners can reasonably be expected to have filed their awards. EXHIBIT A That partofthesouth555.56 feet ofthewest 470.00 feet oftheSouthwest QuarteroftheNorthwest Quarter of Section 25, Township 119, Range 23, Hennepin County, Minnesota, lying northerly of the southerly right-of-way line of Larkin Road. Except the west 40.00 feet thereof. PRELIMINARY PLANS FOR THECORCORAN II SUBSTATIONJANUARY 2022VICINITY MAPCONTACTSINDEXNOTESPROJECT TITLEFeet020004000C01COVER SHEETLEGEND: X.X%COCODMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 10:00 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\00_COVER.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.PRELIMINARY PLAT SUBMITTALOWNER:Wright-Hennepin Cooperative ElectricAssociation6800 Electric DriveRockford, MN 55373Attn: Curtis CordtPh: 763.477.3000SURVEY:Meyer-Rohlin Land Services708 1st Avenue NE, #1Buffalo, MN 55313Attn: Abram Niemela, PLSPh: 763.682.1781CIVIL & ENVIRONMENTAL:Civil Methods, Inc.1551 Livingston Avenue, Ste. 104West St. Paul, MN 55118Attn: Dave Poggi, PEPh: 763.210.5713CITY / LGU:City of Corcoran8200 County Rd 116Corcoran, MN 55340Attn:Ph: 763.420.2288WATERSHED DISTRICT:Elm Creek Watershed ManagementCommission (ECWMC)3235 Fernbrook LanePlymouth, MN 55447Attn:Ph: 763.553.1144 C10SITE LAYOUTDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:56 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\01_Layout.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet05010028'24'10' X.X%C20GRADING & DRAINAGE PLANDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:55 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\02_Grading.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet03060 C30EROSION CONTROL PLANDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 12:40 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\03_Erosion.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.Feet03060 C31SWPPPDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:17 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\04_SWPPP.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review.GENERAL PERMITAUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THENPDES/SDS PROGRAM (MNR100001):LEGENDHYDROLOGIC SOIL GROUP TYPE AHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE DLEGENDHYDROLOGIC SOIL GROUP TYPE AHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE DHYDROLOGIC SOIL GROUP TYPE BHYDROLOGIC SOIL GROUP TYPE CHYDROLOGIC SOIL GROUP TYPE A/DHYDROLOGIC SOIL GROUP TYPE B/DHYDROLOGIC SOIL GROUP TYPE C/DFeet020004000 C40DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 8:54 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. C41DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/10/2022 8:54 PMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. C42DETAILSDMPDESIGNED:LIC. NO.:DATE:DAVID M. POGGIDRAWN:CHECKED:DMPKEB44573I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.01-18-2022CIVIL METHODS, INC.P.O. Box 28038St. Paul, MN 55128o:763.210.5713 | www.civilmethods.comDATE / REVISION:SHEET NO:3/11/2022 11:58 AMPrint Date:File Loc:C:\CM\Civil Methods, Inc\CMI - Documents\7. Projects\0727_Corcoran Substation 2021\08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\05_Details.dwg CORCORAN II SUBSTATIONWRIGHT-HENNEPIN COOP. ELECTRIC ASSOCIATIONCORCORAN, MN01-18-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION01-28-2022 Preliminary Plat Review Set. NOT FOR CONSTRUCTION03-14-2022 Revised per City review. River BirchBetula nigra 'Heritage'Burr OakQuercus macrocarpaBlack Hills White SprucePicea glauca 'Densata'Lawn Seed Mix (See Landscape Set, L-2)NOTE:1. See LANDSCAPE set for additional notes, plant list, andwetland buffer maintenance plan.2. See CIVIL set for stormwater area seed mix3. See CIVIL set for erosion control4. All plant material shall be guaranteed for one yearfollowing the date of building occupancyCALL GOPHER STATE ONE CALL BEFORE YOU DIGLegend + NotesEastern Red CedarJuniperus virginianaSkyline HoneylocustGleditsia tricanthos var. inermis 'Skycole'Tompa Norway SprucePicea abies 'Tompa'Lanham's Beehive SprucePicea abies 'Lanham's Beehive'Stormwater Seed Mix (See Civil Set)Swamp White OakQuercus bicolorAL-01BL-01Norway SprucePicea abiesWetland Buffer + Monuments (See Civil Set)Fragrant SumacRhus aromaticaBud's Yellow DogwoodCornus alba 'Bud's Yellow'Isanti DogwoodCornus sericea 'Isanti'copyright © 2022 studio gro, pllcLANDSCAPE PLANL-01Corcoran // SƵbstation CORCORAN, MNPrinted at 22 x 34scale 1" = 40'0' 40' 80'Owner:Wright-Hennepin ElectricRockford, MNDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Set3-14-2022 Revised Per City Review BACKFILLHARDWOOD MULCHTOP OF ROOT BALL3; DIAMETEROF ROOT BALLSHRUB PLANTING - SECTION (TYP.)Not to ScaleBSTAKE (ONLY IF REQUIRED)PRIMARY ROOTROOT BALL3; DIAMETEROF ROOT BALLNot to ScaleATREE PLANTING - SECTION (TYP.)SLIGHTLY LESS THANDEPTH OF ROOT BALLBACKFILLCOMPOSTHARDWOOD MULCHGENERAL NOTES1. See Civil set for all project general notes2. See CIVIL set for erosion control3. See CIVIL for stormwater area seed mixTREE AND SHRUB PLANTING1. Tree and shrub stock shall conform to all state requirements for nursery stock.2. If the tree or shrub is container grown, score or prune the outside of the root ball to redirect circling fibrous roots.Carefully remove soil from the top of the root ball until the primary root is located.3. If the tree or shrub is balled and burlapped, carefully remove soil from the top of the root ball until the primary root islocated. Prune or remove any winding or girdling roots.4. Cut any wires, wire baskets, and/or containers and carefully remove from the tree root ball before placing in theplanting hole. Dispose of properly.5. Carefully remove all twine, cords, and/or wraps and remove from the root ball before placing in the hole. Dispose ofproperly.6. Scarify the sides and bottom of the planting hole.7. Make certain the planting depth is correct by locating the primary root. This is the top of the root ball. The top of theroot ball shall be elevated above the finished grade at the time of planting. The elevated distance shall be equivalentto the caliper size. For example, the top of a tree root ball for a 2" caliper tree shall be 2" above the finished grade.8. Carefully place the tree in the hole.9. Loosen backfill before filling planting hole. Fill planting hole half way with excavated planting soil. Water to eliminateair pockets. Do not tamp.10. Finish filling planting hole, tamp soil gently, and water immediately. Do not place backfill on top of the root ball, asdetermined by the primary root.11. Apply a 2" layer of double shredded, non-dyed, hardwood mulch above the compost. Maintain a 4" distance from thetrunk flare.12. Do not fertilize.13. Stake trees, only if necessary, to stay in plumb position.14. Prune tree to remove structural defects or to improve tree structure at the time of planting.COMPOSTPlanting DetailsPlanting NotesPlant Requirements and Plant ScheduleYEAR 1Establishment SPRING SEEDING:·Site Preparation: Late April - May.·Seed Installation: May 1 - June 1.Maintenance (same growing season):·Weed Control: Mow to a height of 6-8 inches once per month until September 30.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.Establishment FALL SEEDING:·Site Preparation: Late August through early September.·Seed Installation: Late September to freeze-up.Maintenance (following growing season-spring following dormant fall seeding):·Weed Control: Mow to a height of 6-8 inches once per month until September 30.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.YEAR 2Maintenance:·Weed Control: Mow to a height of 6-8 inches one time between June 1 and August 15 -before weeds set seed.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.YEAR 3Maintenance:·Weed Control: Mow as necessary to a height of 6-8 inches to control persistent annual andperennial invasive species.·Weed Control: Spot spray invasive species while on-site for mowing maintenance.LONG TERMMaintenance:·Weed Control Options:··Spot Spray: Spot spray invasive species as needed.··Burn: Burn in a 3-5 year rotation, alternate spring and fall, if possible.··Hay: Hay in a 3-5 year rotation, late summer or early fall. Alternate with burning, ifpossible. Haying can be used as a substitute for burning.··Consecutive Burn: Burn consecutively for two years to clean up rough-looking sites.NOTEHerbicide spray must be approved for use in/adjacent to water/wetland.Wetland Buffer Maintenance PlanDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLANL-02Corcoran // SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MN3-14-2022 Revised Per City Review Plan ViewBirds Eye View - Southwest CornerBirds Eye View - Northeast CornerDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLAN-RENDERED PLAN VIEWL-03Corcoran II SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MN3-14-2022 Revised Per City Review Western Property LineNorthern Property LineEastern Property LineSouthern Property LineDrawn by: sksChecked by: sksDate | Draft:1-18-2022 Preliminary Plat Review Setcopyright © 2022 studio gro, pllcLANDSCAPE PLAN-RENDERED SECTIONSCorcoran II SƵbstation CORCORAN, MN Owner:Wright-Hennepin ElectricRockford, MNL-043-14-2022 Revised Per City Review Corcoran II Substation Outbuilding Material Board Wall Materials: The walls of the outbuilding will be constructed of a splitface or textured concrete block. There are several pigments available for these blocks. We plan on using the ‘Natural Gray’ color but are open to alternatives. Outside face of textured block Pigments available for splitface concrete block. We plan on using ‘Natural Gray’ for our outbuilding. Roofing Materials: The roof of the outbuilding will be sheathed with painted steel roofing. We will be using roofing that is like what is shown below. We plan on using ‘Ash Gray’ roofing panels but are open to alternatives. Ribbed metal roofing of a similar type will be used in construction. Ribbed metal roofing comes in a variety of colors which can be changed to suit the design requirements.We plan on using ‘Ash Gray’ roofing. Chain Link Fence Slatting: If required, Wright-Hennepin will install chain link fence slatting to help block the view of the interior of the substation. The project will require approximately 710 feet of slatting. We would install beige slatting but would be open to other colors if beige is unacceptable. A sample of the slatting is shown below. Cross-section of slatting Parking Lot Illumination: For lighting the parking lot, we will be placing two pole-mounted “cobra head” style lights. These lights will have either brown or gray exterior paint and be 162 wa tts. They will be mounted on wood or fiberglass poles. The poles will be 30 feet long and be buried at 10% of their length + 2 feet. The fixture heights will be at 27 feet. Cobra head light mounted on wooden pole. Detail of cobra head light. Security Illumination: For security lighting, we will use two twin LED lights with a motion sensor mounted above the doors of the outbuilding. One will be pointed towards the parking lot and the other will be pointing towards the interior of the substation. The lights are 26.6 watts. The sensors are adjustable for time, sensitivity and distance and can detect occupancy up to 72’ away. We plan on installing dark bronze fixtures. Lights will have a shutoff on the inside of the outbuilding in the event that an issue arises. This twin LED light is the style we plan on installing. Sensor detail Sensor control detail 1 Kendra Lindahl, AICP Subject:FW: Examples of stone fencing From: Jeremy Nichols <jnichols@corcoranmn.gov> Sent: Friday, March 25, 2022 2:04 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Jessica Beise <jbeise@corcoranmn.gov> Cc: Dean Jacobs <lazyj1995@outlook.com> Subject: Examples of stone fencing After the meeting yesterday I started looking for attractive fencing to consider. I found at least 2 sets that seemed promising and wanted to share them. Thanks very much, Jeremy Nichols https://www.vinylfenceanddeck.com/products/simulated‐stone‐fence/ https://theamericanfencecompany.com/2018/10/26/american‐fence‐company‐partners‐with‐aftec‐for‐ultimate‐ security/ While a concrete wall is being considered to reduce sound and improve aesthetics for the proposed Corcoran II Substation, it negatively impacts or hurts both. In addition, it reduces the safety and operational efficiencies needed to provide reliable power for residents of Corcoran. As such, a concrete wall introduces significant new risks while delivering no project benefits. NEGATIVE OPERATIONAL AND SAFETY IMPACTS • Using a concrete wall instead of a chain-link fence will require demolition of sections of the wall if crews need access to underground feeder lines or substation equipment for repairs and maintenance. • Demolishing a wall to access equipment would decrease Wright-Hennepin’s (WH) operational efficiencies, leading to increased electric outage time and increased repair costs. • A non-movable concrete wall would create potentially dangerous conditions for WH crews working around or near high-voltage equipment with large apparatuses. • A concrete wall will cause the transformer to run hotter (usually during peak periods) because air flow will be restricted. This means WH will need to incorporate additional fans for cooling, adding an additional risk component. • A concrete wall would reduce reliability in electric service when Corcoran residents need it most. UNATTRACTIVE AESTHETICS • A concrete wall is not in line with the city’s preferred “natural landscaping” requirements set forth by the city code. • A concrete wall creates an unattractive, unnatural aesthetic as illustrated in the provided slides. • An obtrusive concrete wall would provide no better screening as compared to the chain-link fence and extensive landscaping plan set forth in WH’s current plan. • A concrete wall creates greater opportunities for graffiti and vandalism. LACK OF NOISE BENEFITS • A concrete wall would not provide sound abatement benefits beyond WH’s current plan of a fence with slats along with extensive landscaping. • The use of a modern transformer and a buffered site design, as proposed in WH’s current plan, maintain sound levels that fall well below Minnesota Noise Standards (Minn R 7030) and city code. • WH is utilizing a transformer with sound specifications 5 dBA (decibels) below industry standards of 65 dBA at a 3-foot distance. To ensure this sound level, the manufacturer has certified and tested the transformer at a level of 53.1 dBA, which is better than the specification requirements. • The sound of vehicles on County Road 116 will be louder than any noise from the substation. Comparing sound levels at a location where a trail could be located in the linear parkway (halfway between substation and County Road 116 – 150 feet from both), a car driving 55 mph will produce 53 dBA while one transformer will produce 20 dBA. The sound of a whisper registers 30 dBA. WH is unaware of any evidence that substantiates a case for a concrete wall. For all these reasons identified above, WH believes a concrete wall for the Corcoran II Substation is a poor idea. Why a concrete wall at the Corcoran II Substation doesn’t work Expected sound levels based on certified test results of transformer. WHAT IS A DBA? • dBAs are an expression of the relative loudness of sounds in air as perceived by the human ear. • A normal conversation occurs at 55 dBA. • For comparison, the existing Corcoran Substation transformer operates at 69 dBA. From:Curt Cordt, Engineering Director To:Kendra Lindahl, AICP Subject:Barrier Wall Date:Thursday, April 7, 2022 10:05:38 AM Attachments:image003.png image004.png image005.png Hi Kendra, I want to follow up on our conversation yesterday regarding the Corcoran II Substation Permit Application. On the subject of a wall, I did some additional research and talked to several consultants with expertise on barrier walls and substations. Based on extensive experience, their strong view is: non-concrete materials and non-concrete/vinyl-poly wall are not a fit in this situation. Their concerns center around safety and reliability. The poly-wall is not sufficient to protect the public and electrical workers in the event of a downed powerline or a public accident. The problem is the wall materials often break down, risk melting and causing fire. Keep in mind, the chain link even with slats, is a conductive fence that is grounded into the substation ground grid and bleeds off the energy into the ground. In places where poly walls are used for electrical isolation, they have deteriorated due to UV rays, freezing and heat. Their overall durability is poor, thereby causing significant O&M expense. These walls also crack, shift and create openings for wildlife and other debris. In many cases, the impregnable barrier required in NESC Code section 110 becomes compromised. As such, this impacts safety and reliability of the electrical supply station. Therefore, a non-concrete wall is not a viable option either. Kendra: please share this information with the Planning Commission. As you know, our concern has been and remains that, however well intentioned, their proposed solutions do not improve either sound abatement or aesthetics. But they do threaten safety, reliability, and the operational efficiency of the substation. Surely, no one wants these negative outcomes for Corcoran residents? Please let me know if you have any questions or concerns, I can help with on this. Thanks, Curt Curtis Cordt P.E. Engineering Director Wright-Hennepin Cooperative Electric Association O: (763) 477-3076 | C: (612) 240-7793 Email: ccordt@whe.org www.whe.org 6800 Electric Drive, Rockford, MN 55373 Landscape Plan Changes and Additions Made •20 additional trees (76 total) •City requirement 30 trees •Tree coverage (feet per tree) •City Code 50.0 ft/tree •April 7 Plan 26.2 ft/tree •Current Plan 19.3 ft/tree •10 spaded larger trees (north and west) •Avg. 4’-0” berm added to west side •Staggered tree plantings •Berm extends into park (20ft-25ft) •Chain-Link Fence w/slats added •Monument sign to be added •SW corner or driveway area (not shown) View from County Road 116 April 7, 2022 Plan Current Plan View from County Road 116 –Current Plan 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8b. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 20, 2022 for the April 28, 2022 City Council Meeting RE: Final Plat and Final Planned Unit Development (PUD) Plan for “Rush Creek Reserve 2nd Addition” (PIDs 23-119-23-42-0022 and 23-119-23-41-0032) (city file no. 22-012) REVIEW DEADLINE: May 15, 2022 1.Description of Request The applicant, M/I Homes of Minneapolis/St. Paul, LLC, has submitted a request for approval of a final plat and final PUD plan application for “Rush Creek Reserve 2nd Addition”, a development of 106 residential units on 70 acres. 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.Planning Commission Review The Planning Commission reviewed the final PUD at their April 7th meeting. Other than the applicant, there was no one present to speak on this item. The Planning Commission voted unanimously to recommend approval. 3. Background In the Summer of 2014, the Council reviewed a concept plan for the project, formerly known as the Sawgrass development. On December 11, 2014, the Council granted preliminary approvals for 246 homes on 103 acres. These approvals were valid for two years. On February 23, 2017, January 25, 2018, and February 28, 2019, one-year extensions were approved for the project. On February 27, 2020, the Council approved an extension of the preliminary approvals until August 27, 2020. On November 23, 2020, the Council approved phase 1 of Rush Creek Reserve for 80 residential lots and eight outlots on 103 acres. A PUD amendment was also processed with the final PUD for phase 1. Rush Creek Reserve 2nd Addition (22-012) 2 April 28, 2022 4. 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. A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. 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 Ordinance Standards Final PUD Plan Staff finds the final PUD development plan is consistent with the approved preliminary plans, as well as City policies. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans and PUD amendment. However, there are a number of conditions that must be addressed prior to release of the final plat and authorization to begin construction. The 2nd addition will plat 106 residential lots including 29 single family homes, 16 twinhomes, 34 patio villas and 27 townhomes. There is a master association responsible for the maintenance of common areas (yard maintenance, snow removal, etc.). Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are generally consistent with the preliminary plat and preliminary PUD plan, which allow a mix of 55 ft. setbacks for detached single family and villa units, 75 ft. for twinhome units (37.5 ft. per unit) and 26 ft. for townhome units. The site plan shows twinhome units with 7.5 ft. side yard setbacks (15 ft. between buildings) and 20 ft. front setbacks. These setbacks are consistent with the required setbacks for the Single and Two-Family Residential (RSF-3) district which requires 15 feet between buildings; however, the PUD approvals require 10 ft. side yard setbacks (20 ft. between buildings) and 22 ft. front setbacks. The applicant shall revise the final plat to comply with the required setbacks or request a PUD amendment. • Following the Planning Commission, the applicant submitted a PUD amendment request. Staff is currently reviewing for completeness and will schedule for future Council consideration. The applicant is requesting approval of the final plat as drafted. If the future PUD amendment is Rush Creek Reserve 2nd Addition (22-012) 3 April 28, 2022 approved by the Council, they will build the existing twinhomes on the lots. If the future PUD amendment is denied, they will either need to revise the twinhomes to reduce the width by one- foot for each unit or submit a revised final plat with unit lots to accommodate the existing product. Architecture Architectural exhibits and elevations have previously been approved to comply with Condition #10 of Resolution 2020-87. Homeowners Association A homeowner’s association (HOA) will maintain all common ownership areas of the development. Landscaping The applicant has provided a final tree preservation plan that conforms to the preliminary development plan. Section 1060.070 of the Zoning Ordinance requires on overstory tree for each home. At least two overstory trees, in addition to the required street tree, must be planted on each single family and villa lot. Signage No development signage is proposed with this addition. Easements The applicant has provided 10 ft. drainage and utility easements along the front and rear lot lines and 5 ft. drainage and utility easements along the side lot lines for residential lots. For the townhome units, these easements are provided along the perimeter of their shared common lot. Drainage and utility easements have been provided over all outlots which include areas for future development, open space and stormwater ponds. The City Engineer’s memo details that additional easements are required at future lots for stormwater utilities. Streets The street layout and design are consistent with the preliminary approvals. Internal streets are a mix of 50 ft. and 60 ft. wide rights-of-way with 28 ft. wide streets. The applicant is required to install barricades and signage to indicate a future road connection, consistent with Section 945.010, Subd. 19 of the Subdivision Ordinance. Plans show a 66 ft. right-of-way has been provided for County Road 10 in compliance with the County requirement for a 60 ft. ½ right-of-way. Rush Creek Reserve 2nd Addition (22-012) 4 April 28, 2022 Street names comply with the City’s approved street naming policy. This phase will complete the extension of 78th Place with the townhome development. Xyloid Avenue will also be extended along the Twinhome development and stubbed to a proposed future phase in Outlot C. Walnut Lane will be extended and stubbed to the west property line. 79th Place will provide access to Blocks 4 and 5 from Xyloid Avenue and Walnut Lane. Parking Townhomes are required to provide one off-street parking stall for each five units. The plans show a total of 56 townhome units (29 units in phase 1 and 27 units in phase 2) which would require a total of 11 stalls. Seven parking stalls were provided in phase 1 and 10 parking stalls will be provided with phase 2 in compliance with this standard. Parking areas with four or more stalls must be screened from residential properties and streets with landscaping at least 3 ft. high to screen vehicle headlights. Staff has included a condition that the required landscaping be shown on plans. Parking is restricted to one side of the street; the location of parking signage is not shown on plans and their location will be field located during construction in coordination with the City. Grading/Stormwater The City Engineer’s memo includes comments and conditions to ensure compliance with local, watershed and State standards for grading and stormwater. A stormwater maintenance agreement is required over the stormwater ponds in this phase. Utilities The City Engineer’s memo provides detailed comments and conditions for the utility plans. Municipal sewer and water are available to serve the site. Plans show utilities will be stubbed to the west property line on Walnut Lane for future extension to adjacent properties. The off-site improvement establishing the eastern watermain loop connection to County Road 116 is required with this phase and is discussed below. Off-Site Improvements In accordance with the Development Contract for the 1st Addition, the Northeast Utility Corridor and Emergency Access off-site improvements must be provided with this phase. A 20 ft. wide gravel emergency access connecting to County Road 116 from the northeast corner of the site is required and must be shown on plans. A watermain loop connecting to County Road 116 is also required with this phase. Staff has included a condition which requires these off-site improvements be provided with this phase. Rush Creek Reserve 2nd Addition (22-012) 5 April 28, 2022 Lighting The applicant has submitted a lighting plan that shows lighting locations. Streetlights are generally located on the sidewalk side of the street, but their final location will be coordinated with the City and field located during construction. The City Engineer’s memo notes some streetlights must be relocated. Wetlands The final plans show several wetlands with buffers and buffer setbacks consistent with the preliminary plat. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the buffer, with a maximum spacing of 200 ft. along the wetland buffer edge. Plans comply with the wetland and wetland buffer requirements. Shoreland Shoreland Overlay District is present on portions of the site. PUD flexibility for the Shoreland Overlay district was granted as part of the preliminary PUD plan approvals in Resolution 2014-73 which applies to this phase. Parks, Trails and Open Space The City should accept park dedication in the form of land where shown on plans. Park dedication due is based on the requirements in place at the time of final plat. Park dedication is required at 15% of the net pre-development area or cash-in-lieu of land. The City will take a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. Plans show the construction of off-road trails with this phase. The off-road trail in Outlot B shall be constructed as far west as the water main extension in the northwest corner of the site; this off-road trail will be extended to the west property line at a future date. The 12 ft. wide emergency access trail in Outlot E is not required to be constructed with phase 2 because it will have access from future development in phase 3. The applicant must also provide trail easements exhibits for this phase. Density exhibits submitted by the applicant show 56.7 pre-development net acres for this phase, which would require: • Park land dedication of 8.51 net acres (56.7 x 15%) • Cash-in-lieu of land, or • Some combination of cash and park land Park dedication will be a combination of cash-in-lieu of land and off-road trail easements calculated as follows: 79 single family and twinhome lots = $365,612 (79 x $4,628) 27 townhome lots = $84,807 (27 x $3,141) Total = $450,419 Rush Creek Reserve 2nd Addition (22-012) 6 April 28, 2022 The trail easement of 1.79 net acres satisfies 21% of required park dedication. Therefore, the remaining cash-in-lieu of land shall be $355,831 ($450,419 x 79%). The remaining off-road trails shown on plans will be platted/constructed in phase 3. The trail easements will be dedicated and counted towards the park dedication requirement at that time. Final Plat The applicant is requesting approval of a final plat for 106 residential lots and seven outlots. Phase 2 includes 29 single family units, 16 twinhomes, 34 villas and 27 townhomes. The final plat is consistent with the approved preliminary plat and final PUD plan for the entire development. If this subdivision is approved, it would bring the total number of platted lots to 186 in the Rush Creek Reserve project. Conclusion Staff finds that the proposed final PUD plan is consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, preliminary PUD approvals and final PUD approvals. The staff report has noted outstanding issues that must be addressed, and staff has included conditions in the attached resolutions to address these issues. 5. Recommendation Move to adopt the following: a. Resolution 2022-41 approving the final PUD development plan and b. Resolution 2022-42 approving the final plat for Rush Creek Reserve 2nd Addition. Attachments 1. Resolution 2022-41 approving the final PUD development plan and 2. Resolution 2022-42 approving the final plat for Rush Creek Reserve 2nd Addition. 3. Development Contract 4. Site Location Map 5. City Engineer’s memo dated March 28, 2022 6. Applicant’s Narrative dated February 15, 2022 7. Final Planned Unit Development Plans dated April 13, 2022 8. Final Plat dated March 23, 2022 9. Phasing Plan dated November 5, 2020 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-41 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT PLAN FOR “RUSH CREEK RESERVE 2ND ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PIDS 23- 119-23-42-0022 AND 23-119-23-41-0032) (CITY FILE NO. 22-012) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for “Rush Creek Reserve 2nd Addition” for 106 new residential units and seven outlots on 70 acres of property legally described as: Outlot D and Outlot F, Rush Creek Reserve Addition, according to the recorded plat thereof, 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 CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1. A final PUD plan is approved to create 106 residential lots for “Rush Creek Reserve 2nd Addition” in accordance with the plans and application received by the City on February 15, 2022, March 3, 2022, March 16, 2022 and March 23, 2022, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolutions 2014-72 and 2014-73) in addition to the final PUD approval for the project (Resolution 2020-87). 3. Approval is contingent upon approval of the final plat (Resolution 2022-42). 4. The applicant shall comply with all requirements of the City Engineer’s memo dated March 28, 2022. 5. The HOA shall be responsible for the maintenance of ponds, sidewalks and all common areas, including lighting and landscaping in those areas. 6. Parking shall be permitted on one side of the street and shall be signed in accordance with City standards. 7. Lighting shall comply with the requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a. The applicant shall work with City staff to finalize the street locations 8. As required by the Development Contract for phase 1, the Northeast Utility Corridor and Emergency Access off-site improvements must be provided with the 2nd Addition. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-41 Page 2 of 3 9. Off-road trails in Outlots B and E must be constructed with this phase. a. The 12 ft. wide emergency access trail in Outlot E is not required with this phase as it will have access from a future phase. b. The off-road trail in Outlot B is only required to extend as far west as the water main extension in the northwest corner of the site. 10. Park dedication for Rush Creek Reserve shall be a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. Park dedication is required at final plat of each phase. a. Park dedication for this phase shall be credit for off-road trail easements dedicated to the City and the remainder shall be cash-in-lieu of land for 79 single family units and 27 multi-family (townhome) units. b. Trails shall be 10 ft. wide in 20 ft. wide trail easements and credit shall be given for the full easement. c. The emergency access in the northeast corner shall be a 12 ft. wide trail in a 30 ft. wide trail easement, but credit for this wider trail shall only be given only for the standard 20 ft. width. This connection shall be constructed when the eastern cul-de-sac is platted. d. The remainder of park dedication shall be cash-in-lieu of land. e. The developer was required to pave the entrance trail shown between County Road 10 and the large wetland area (Outlot E in phase 2) in Phase I without reimbursement for paving. f. The applicant shall be responsible for finished grading and ground cover for all trails within the development. No credit towards the required dedication shall be given for this work. g. Credit shall be given for trail paving, if directed by the City. 11. PUD flexibility is granted to establish the following lot standards for this development: Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-41 Page 3 of 3 Single Family Detached Detached Villas Twinhome Townhome Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings *Porches may be allowed to encroach and same on either front setback on corner lots. FURTHER, the following items must be addressed prior to issuance of building permits: 12. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 13. The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City. 14. 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 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 Whereupon, said Resolution is hereby declared adopted on this 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-42 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RUSH CREEK RESERVE 2ND ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PIDS 23- 119-23-42-0022 AND 23-119-23-41-0032) (CITY FILE NO. 22-012) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final plat for “Rush Creek Reserve 2nd Addition” for 106 new residential units and seven outlots on 70 acres of property legally described as: Outlot D and Outlot F, Rush Creek Reserve Addition, according to the recorded plat thereof, 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 CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for final plat, subject to the following conditions: 1. A final plat is approved to create 106 residential lots for “Rush Creek Reserve 2nd Addition” in accordance with the plans and application received by the City on February 15, 2022, March 3, 2022, March 16, 2022 and March 23, 2022, except as amended by this resolution. 2. Approval is subject to the preliminary approvals (Resolution 2014-72 and 2014-73) in addition to the final PUD approval for the project (2020-87). 3. Approval is contingent upon approval of the final PUD (Resolution 2022-41). 4. The applicant must submit a final plat for each future phase of development. No approvals are granted at this time for phases of development. 5. The applicant shall comply with all requirements of the City Engineer’s memo dated March 28, 2022. 6. As required by the Development Contract for phase 1, the Northeast Utility Corridor and Emergency Access off-site improvements must be provided with the 2nd Addition. 7. PUD flexibility is granted to establish the following lot standards for this development: City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-42 Page 2 of 4 Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility-- the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings FURTHER, prior to release of the final plat for recording: 8. The following documents must be approved by the City Attorney: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Trail Easement Exhibits d. Development Contract 9. Letter of credit must be in place and fees paid. 10. The applicant shall apply for a PUD amendment or revise plans to show twinhomes in compliance with the lot standards required by the preliminary approvals. Comply with the lot standards for twinhome units as required by the preliminary approvals. Twinhome units shown on plans do not comply with the required setbacks. 11. Revise the final plat to correctly label Outlot E. It is incorrectly labelled as Outlot F. 12. Plans must be revised to: a. Show the construction of off-road trails: i. The off-road trails in Outlots B and E must be constructed with this phase. The 12 ft. wide emergency access trail is not required to be constructed with this phase and shall be constructed with phase 3. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-42 Page 3 of 4 ii. The off-road trail in Outlot B shall extend as far west until it intersects with the water main extension in the northwest corner of the site. The trail will extend to the west property. b. Show the construction of the required off-site improvements: i. Northeast Utility Corridor. This phase requires a looped water connection to County Road 116. ii. Northeast Emergency Access. The emergency access shall be constructed in the northeast corner of the site when the eastern cul-de-sac is platted. The emergency access shall be a 20 ft. wide gravel access. iii. A financial guarantee to the City for the cost of improvements shall be provided in the letter of credit. 13. Provide revised plans showing the required landscaping around the parking lot. Parking areas in the townhome area with four or more stalls must be screened from residential properties and streets with landscaping at least 3 ft. high. 14. A wetland buffer and maintenance plan must be submitted for review and approval by the City. 15. An encroachment agreement shall be required for all site improvements or items placed within the City right-of-way or easements if approved by the City. 16. Provide additional easement at the future lots for storm run A46 to A47. FURTHER, that the following conditions must be met prior to issuance of building permits: 17. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 18. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Homeowners Association documents c. Trail Easement Exhibits d. Development Contract 19. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. FURTHER, that the following conditions must be met prior to release of remaining escrow: 20. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-42 Page 4 of 4 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 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE 2ND ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and M/I Homes of Minneapolis/St. Paul LLC, a Delaware Limited Liability Corporation (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.” This is an amendment to the master Rush Creek Reserve Development Contract dated June 9, 2021. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Rush Creek Reserve 2nd Addition (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 March 23,2022 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated April 13, 2022 Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, dated April 13, 2022 Plan D – Final Tree Preservation and Reforestation Plan, dated April 13, 2022 Plan E– Final Landscape Plan, dated April 13, 2022 Plan F – Phasing Plan, dated November 5, 2020 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 • Miscellaneous Facilities - 3 – 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. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to extend the County Road 116 watermain, and construct the emergency access and watermain connection to County Road 116. The developer agrees to fund off-site improvements as noted in this Contract. a. The following improvements are required with the 2nd Addition and a LOC for the improvements was collected with the 1st Addition Development Contract. The City shall design, bid and manage the projects and the developer shall pay for the following improvement for the actual improvement cost, which shall be paid in cash at the time of the project bid, prior to the awarding of the contract. At that time the LOC shall be reduced the corresponding amount as identified in the 1st Addition Development Contract: • CSAH 116 Water Looping. Water looping is necessary and shall be constructed by the developer with the 2nd Phase. The extension of the watermain along CSAH 116 is being considered in conjunction with the St. Therese Development. The project costs and credits are anticipated to be split with the St. Therese Development with each being responsible for ½ of the total project costs and each receiving ½ of the eligible TLAC Credits. If the St. Therese Development does not proceed, the Rush Creek Reserve development shall be responsible for the full project costs and eligible for the full TLAC Credits. • Northeast utility Corridor and Emergency Access. The developer shall be responsible for the Northeast Utility Corridor and Emergency Access. - 4 – b. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost versus the actual cost of each improvement. c. The developer performed the northern offsite stormwater conveyance project with the 1st Addition. Developer established $150,000 in LOC with the 1st Addition for this work. d. For the CSAH 116 Water Looping and Northeast Utility Corridor and Emergency Access projects, $450,000 was established as a LOC with the 1st Addition. The developer has previously provided $7,500 in cash escrow for these projects. Developer shall provide $50,000 in cash for the design and bidding of these offsite improvements. 10. 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. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition 12. 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 will not accept new public streets in the 2nd Addition until 80% of the homes in the 2nd Addition 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. 13. 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. 14. 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 - 5 – 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. 15. 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. 16. 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. 17. 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. 18. 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 • 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 19. PARK DEDICATION. The Developer shall dedicate to the City the off-road trails as shown on the plans for future phases. Credit shall be given for the net area of the trail easement, which is 1.79 net acres in the 2nd Addition. Prior to release of the final plat, the Developer shall satisfy the park dedication requirements for this phase by dedication of the trail easements and a cash contribution - 6 – of $355,831.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 56.7 net acres (based on pre-developable area) $8,596.00 per acre = $487,393.20. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 79 single family and two-family units x $1,256.00 per unit ($99,224.00) plus 27 multifamily units x $1,004.00 ($27,108.00) = $126,332.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 56.7 net acres (based on pre-developable area) x $7,405.00 per acre = $419,863.50. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 79 single family and two-family units x $1,243.00 per unit ($98,197.00) plus 27 multifamily units x $995.00 ($26,865.00) = $125,062.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The developer shall also be eligible for credit of the extension of sewer and water to the City Park. The sewer and water will be stubbed under CR 10 to prevent disturbance to the development’s main entrance in the future. The developer shall include the stubs at City’s direction in construction plans and eligible credits will be determined based off of the City Engineer’s estimated costs for the required infrastructure from the applicant’s property boundary to the end of the utility stubs. City will approve the design and reimburse (through credits) for these stubs. For the 2nd Addition, the Sewer TLAC Credits Due are $163,600 and the Water TLAC Credits due are $117,020. For 2nd Addition the credits shall be applied as follows: - 7 – Sewer TLAC = $419,863.50 (2nd Addition TLAC) - $245,246.00 (Credit remaining) – $163,600 (credits due 2nd Addition) = $11,017.50 Water TLAC = $487,393.20 (2nd Addition TLAC) - $117,020.00 (credits due 2nd Addition) = $370,373.20 Rush Creek Reserve 2nd Addition credits may be adjusted if St. Therese does not participate in the CSAH 116 Watermain Extension. 25. 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. 26. 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. 27. 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 - 8 – 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. 28. 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, 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. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: - 9 – A. Compliance with the conditions of the preliminary approvals (Resolution 2014-72 and 2014- 73), the PUD Amendment (2020-87), he PUD Final Development Plan (Resolution 2022-41) and Final Plat approval (Resolution 2022-42) 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 $10,800.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 106 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. 30. 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 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. - 10 – 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. 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. O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building code, as determined by the Building Official. - 11 – 31. 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. 32. 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 wearing 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. 33. 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 $3,650,538.20, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. 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 - 12 – one year, satisfactory to the City Attorney and the City Engineer has been provided by the Developer or its subcontractor. The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $673,650.00 $673,650.00 Watermain System $392,025.00 $392,025.00 Stormwater System $323,250.00 $323,250.00 Street Construction $1,010,345.00 $1,010,345.00 Street Lighting $0.00 Grading/Erosion Control $189,015.00 $189,015.00 Landscaping/Tree Preservation $204,280.00 $204,280.00 Setting Iron Monuments $10,600.00 $10,600.00 Installing Wetland Buffer Monuments* $1,500.00 $1,500.00 SUB-TOTAL: $621,500.00 $2,804,665.00 $3,426,165.00 City Design, Inspection and Administration (8%) $224,373.20 $224,373.20 Total: $621,500.00 $3,029,038.20 $3,650,538.20 Total Project Cost $3,650,538.20 (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, - 13 – 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. 34. 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 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. 35. 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: Water Supply Trunk line area charge (TLAC) $ 370,373.20 Sanitary Sewer Trunk line area charge (TLAC)* 11,017.50 Park Dedication 355,831.00 Engineering Design of Offsite Improvements 50,000.00 Engineering Escrow 100,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 787,221.70 *Phase 2 amount due after credits. - 14 – 36. 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: _______________________________ _______________________________ _______________________________ 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. 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”) Outlot D and Outlot F, Rush Creek Reserve Addition, according to the recorded plat thereof, 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 Hennepin County Property Map Date: 3/29/2022 Comments: 1 inch = 800 feet Division in Process The displayed parcel boundary may not be the actual boundary because this property is in the process of being divided or replatted. PID: 2311923420022 ADDRESS: 52 Address Pending, Corcoran MN 00000 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: Rush Creek Reserve 2nd Addition – Plan Review Date: March 28, 2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Rush Creek Reserve Phase 2 Plans, Prepared by Stantec Consulting Services, Inc., Dated February 11, 2022 2. Rush Creek Reserve Grading Construction Set, Prepared by Stantec Consulting Services, Inc., Dated June 22, 2021 Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 4. The City of Corcoran has updated their standard details and will provide them to the applicant to include in the plan set. 5. In accordance with the Development Contract for the 1st Addition, offsite improvements will be necessary with the 2nd addition including emergency access out to County Road 116 and completing the eastern watermain loop to County Road 116. Plat: 1. The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. 2. Provide additional easement at future lots for storm run A46 to A47 3. Provide separate trail easement for all bituminous trail located outside of the ROW. 4. Submit final plat for 2nd Addition. March 28, 2022 Rush Creek Reserve 2nd Addition Kevin Mattson Page 2 of 3 Transportation 1. All 28’ roads shall be signed no parking on one side of the roadway with no parking signs required within all cul-de-sacs. Final sign locations to be reviewed by public safety and comments to be provided. 2. Verify trails to be constructed as part of 2nd addition. Coordinate with City Staff. a. Provide profile for trails to be constructed which are not adjacent to city streets. Site Plans 1. Street lighting locations are commented on below for general conformance with standards. Final locations to be reviewed by public safety and comments will be provided when available. a. Relocate street light at Intersection of Xyloid Ave and 79th Place North to be on North side of intersection where sidewalks meet. b. Relocate street light STA 58+75 to be at STA 57+50 Grading /Stormwater 1. Based on previous discussions, the applicant wanted to revise grading in portions of the 2nd addition and areas around it to reduce export of material. The grading plan should be updated to reflect the grading plat which is proposed. 2. Sumps will be required in all storm structures with drops in of 18” or greater as well as the last accessible structures prior to stormwater basins. Provide sumps in the following structures o CBMH A34 o CBMH D10 o CBMH E1 o CBMH A43 3. Provide minimum 3’ cover over all storm sewer within the street. o A31 to A32 o B7 to A33 o A4 to A3 o A32 to A33 4. Rational calculations shall be provided to confirm all pipe sizes and inlet capacity. 5. All drainage swales shall maintain a minimum of 2% slope and all slope should be 4:1 or flatter unless approved by the city engineer. 6. Provide revised grading plan showing changes made to the Cul-de-sac north of phase 2 o Show TW/BW callouts on all retaining walls o Identify pond access points on revised grading plan o Revise bituminous trails to be 1’ above HWL of adjacent wetlands/ponds 7. Wetland 10 does not appear to have a controlled outlet pipe. An outlet shall be provided for the Wetland to prevent it from overflowing across the trail. Watermain/Sanitary Sewer 1. Generally, valves shall be located at all intersection as one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. March 28, 2022 Rush Creek Reserve 2nd Addition Kevin Mattson Page 3 of 3 a. Add valve midblock on Walnut Lane b. Add valve midblock on 79th Place North 2. Hydrant spacing to be reviewed by public safety and comments to be provided. 3. Sanitary sewer services to be 3’ downstream of water services a. Revise lots 12-18 Block 3 b. Revise lots 8-12 Block 1 c. Revise lots 1-3 Block 2 d. Revise lot 4, 8-13 Block 5 e. Revise lot 5, 10-16 Block 4 f. Revise lots 4 -8, 12, 13 Block 6 g. Revise lot 1 Block 3 4. Maintain 10’ separation of watermain and sanitary sewer at station 20+00. Watermain to be underneath storm structure if there is significant cover or route to back side of storm structure. 5. Maintain 10’ separation of watermain and sanitary sewer from SMH A19 to SMH A18 6. Provide minimum 18” minimum separation from watermain and storm structure CBMH B2 (Phase 1) on Xyloid Ave. 7. Per the standard detail. No service risers less than 3’ shall be permitted. 8. Hydrants to be on non-sidewalk side. There is not sufficient space for hydrants to be installed in the boulevard 9. Verify existing utilities at end of Xyloid Ave (Phase 1) are shown correctly on plans. 10. Install temporary hydrant west end of Walnut Lane 11. Install sanitary manhole west end of Walnut Lane. The manhole just west of the intersection can be removed. End of Comments RUSH CREEK RESERVE 2ND ADDITION Rush Creek Reserve 2nd Addition Page 1 February 15, 2022 Final Plan Unit Development (PUD) Plan, Final Plat, and Easement Vacation Narrative Rush Creek Reserve 2nd Addition Rush Creek Reserve 2nd Addition FINAL PLAN UNIT DEVELOPMENT (PUD) PLAN, FINAL PLAT, AND EASEMENT VACATION NARRATIVE RUSH CREEK RESERVE 2ND ADDITION INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is requesting final plat approval for Rush Creek Reserve 2nd Addition. The preliminary plat, rezoning and preliminary planned unit development (PUD) plan was approved in December 2014, and the 1st Addition final plat and PUD approval was granted in November of 2020. The 2nd Addition will plat a total of 106 units including 29 single family Smart series homes, 16 twinhomes, 15 basement villas, 19 patio villas, and 27 townhomes. There will also be two association-maintained lots for the townhomes and seven outlots. There is also a drainage and utility easement over all of outlots D and F of 1st Addition that will need to be vacated in order to plat the 2nd Addition. A drainage and utility easement will be dedicated over all of outlots A, B, E as well as a portion of Lot 17 of the townhomes with the filing of the 2nd Addition plat. Each Single-Family home will be uniquely picked by the home buyer and designed to fit their particular needs. Individual home buyers have the ability to choose from a wide variety of plans, exterior materials, including extensive use of brick and stone, architectural features, and landscape designs. This process creates variety and interest in the architecture of the neighborhood. The Townhomes and Twinhomes will be designed so to provide a variety of stone and colors, so to avoid monotony. ADHERENCE TO APPROVED PRELIMINARY PLAT The proposed 2nd Addition final plat is consistent with the approved preliminary plat as amended with the 1st Addition final plat and PUD approval. The plat was amended during the 1st Addition final plat approval by removing approximately 12.5 acres that were retained by the seller, five of which were given to St. Thomas the Apostle Church. Additionally, the total lot count was increased from 246 lots to 257 lots. The 2nd Addition final plat adheres to conditions of approval outlined in the resolutions of approval of Preliminary Plat (Resolution 2014-72) and Planned Unit Development (PUD) Plan (Resolution 2014-73). Rush Creek Reserve 2nd Addition Page 2 PUD STANDARDS The 2nd Addition final plat will adhere to the approved PUD standards: Proposed PUD Standards Single Family Detached Detached Villa Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility – the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft. Minimum Lot Width 55 feet 55 feet 75 feet (37.5 feet/unit) 26 feet Minimum Principal Structure Setbacks Front, from all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway Setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings ELEVATIONS PUD flexibility was provided for certain architectural and design standards with the approved preliminary PUD plan, and additional flexibility was requested and granted with the final PUD plan. There are no requested changes from the approved 1st Addition. ARCHITECTURAL AND DESIGN STANDARDS 1. All Design Requirements for the RSF-3 district described in Section 1040.050, Subd. 8 shall be met, except that PUD flexibility is granted for the following: • Adjacent homes may be allowed to have the same color and type of roofing product provided the architectural details and material colors for the home are different. • Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. However, since no home plan has been provided, the City will work with the applicant to determine the extent of this flexibility when a development proposal for that site is submitted. Rush Creek Reserve 2nd Addition Page 3 • Fifty-eight total townhome units have been approved. The units range from three-unit to four-unit buildings. There are four total unique unit types. The architecture provides materials in which not more than one is more than 75% of the front façade. The garage front footage is no more than 72% of the ground floor street-facing building frontage and the garages are architecturally styled to match the exterior of the homes. • PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 60% for detached single family homes and 70% for twinhomes/townhomes. • Additional flexibility has been approved. • The intent of the ordinance is to require the side and rear of homes that are located on or visible from public parks or arterial streets to have architectural elements similar to the front elevation. These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. • This condition has been addressed on the homes with rears facing County Highway 10. 2. The applicant shall provide copies of the final HOA documents/covenants for City review as part of the final plat application. • Additional information on the HOA can be found in the Homeowner’s Association section of this narrative. 3. The developer shall provide centralized mailbox locations. A mailbox plan shall be provided for City review and approval. • The locations of the cluster box units (CBUs) have been coordinated with the City and Postmaster. PARKING Rush Creek Reserve 2nd Addition Page 4 4. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. 5. No parking shall be permitted on County Road 10. 6. Townhomes (if proposed) shall be required to provide guest parking stalls as required in Section 1060.060, Subd. 8. • 12 parking stalls will be provided for the townhome units per the Code. LANDSCAPING AND LIGHTING 7. A revised landscape plan shall be provided for City Council review prior to approval of the final plat and PUD final plan. The revised plan shall identify the number, location, species and plant sizes and locations to ensure compliance with the Section 1060.070 of the Zoning Ordinance. • This has been provided. 8. A mix of ornamental trees, perennials and annuals shall also be provided in the medians. 9. The developer shall submit a revised landscape plan for City review and approval of the proposed landscaping in the cul-de-sac islands to ensure planting materials will withstand the stresses of these locations. • This has been provided. 10. The HOA shall be responsible for planting, irrigation and maintenance of the median landscaping and all landscaping within the cul-de-sac islands. 11. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 12. The HOA shall be responsible for the maintenance of all common lots. 13. The applicant shall work with the City to finalize the design of the decorative lighting that will be installed. The applicant shall provide the streetlights in compliance with City Policy. 14. PUD flexibility is granted to allow additional development signage for the two main entrances and sub-association neighborhoods. A master sign plan for the development shall be submitted for City review and approval with the final PUD development plan in compliance with the following standards: (a) Up to 3 signs allowed at each entrance. One on each side and one in the median as applicable. (b) Sign area is measured by drawing a box around the lettering (c) Total signage at the main entrance shall not exceed 80 sq. ft. Individual monument signs shall not exceed 40 sq. ft. (d) Total signage at the second entrance shall not exceed 40 sq. ft. Individual monument signs shall not exceed 20 square feet. (e) Median signs may be located in the right-of-way, provided the applicant provides an exhibit showing that sight visibility is maintained. (f) Monument signs must comply with the minimum 5-foot setback and be located outside of the sight visibility triangle. (g) Illuminated and/or backlit lettering and both downward and upward focused lighting will be allowed so long as the source of light is not visible to drivers and pedestrians. Lighting must comply with the standards in Section 1060.040 and glare, whether direct or reflected, shall not be visible beyond the limits of the site from which it originates. Rush Creek Reserve 2nd Addition Page 5 (h) Monument signs shall not exceed 8 feet in height, however, median monuments may be allowed up to 11 feet tall. (i) Trailhead signage shall be provided where the trails cross public streets and shall be installed in accordance with City standards. • A monument sign is not proposed with this development at this time. Enhanced landscaping at the front entrance and through the main corridor will replace a physical sign for the community. Trailhead signage will be provided per City standards. STREETS, PARKING AND UTILITIES 15. All streets within the development shall be public streets. 16. The preliminary plat shall be revised to clearly dimension the required 45-foot half right-of-way for County Road 10. 17. Utilities shall be stubbed to the property lines for future extension to adjacent properties. The stubs shall be at the developer's expense. 18. A public access for emergency vehicle access and trail connection shall be provided from the long cut de sac (Street F) to the northeast street connection. This shall be a 12-foot wide emergency vehicle access with knock down bollards and shall also serve as a trail. 19. The development shall comply with the Fire Chief’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. SIDEWALKS AND TRAILS 20. Sidewalks and trails shall be as shown on the Development Open Space exhibit dated November 21, 2014. • Trails shall be allowed in the wetland buffer as shown. • The final location of the sidewalk on Street F shall be determined with the PUD final plan. • Sidewalks shall be constructed on all public streets, including stub streets, at the time of street construction. • Sidewalks shall be provided on one side of the public street in the twinhome neighborhood. 21. The HOA or individual homeowners shall be responsible for snow removal on public sidewalks within the development. 22. Sidewalks shall be 5 feet wide. WETLANDS 23. Alternative wetland buffers shall be allowed, subject to the standards and conditions in Section 1 050.01 0, Subd. 6 of the Zoning Ordinance. Wetland buffers must be dimensioned on the plans. 24. The plans shall be revised to identify the wetland buffer monuments as required by Section 1050.010 of the Zoning Ordinance. 25. The developer must install wetland buffer monuments prior to issuance of Certificates of Occupancy for adjacent buildings. DRAINAGE/STORMWATER MANAGEMENT Rush Creek Reserve 2nd Addition Page 6 26. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 27. The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer's memo. Offsite stormwater conveyance will be constructed at developer's expense based on wetland and watershed approvals and northerly property owners providing easements. • M/I Homes has met with the adjacent property owners to gather their concerns. The exact route of the storm connection through their properties requires additional survey information that will be forth coming. A dialogue with them has been started and will be addressed with future plans and with the watershed. SHORELAND OVERLAY DISTRICT 28. PUD flexibility is granted from the following Shoreland Overlay District standards in Section 1050.020 of the Zoning Ordinance: • allow more than 25% impervious surface coverage per lot in this area • allow 35-foot building heights as allowed by the underlying zoning district • allow 55-foot wide lots where 75 feet is typically required • allow a 25-foot setback from County Road 10 where 50 is required 29. The PUD flexibility is granted based on the finding that: a. The shoreland area within the development is less than 6% of the project area. b. The shoreland area along County Road 10 is separated from the creek by County Road 10 and all drainage is directed north away from the creek. c. The total impervious surface coverage will exceed ordinance requirements for individual lots, but the total impervious coverage within the portions of the overlay district where the creek is located within Outlot A of the development does not exceed the 25% limit. d. The planned development will preserve approximately 40 acres (38% of the site) as permanent open space and has included stormwater management techniques within the development to ensure protection of the shoreland areas. e. The lots do not directly abut County Road 10 and are separated from the road by an outlot. PARK DEDICATION 30. Park dedication shall be a combination of land and cash. The final dedication requirements shall be determined with the final plat for phase I of the development and shall generally be as follows: a. Dedication of off-road trails as shown on the Development Open Space Plan dated November 21, 2014. i. Trails shall be 8 feet wide in 20-foot easements and credit will be given for the full easement. The emergency access in the northeast corner shall be a 12-foot trail in 30- foot easement, but credit for this wider trail shall be given only for the standard 20- foot width. b. The remainder of the park dedication shall be cash in lieu of land c. The developer shall pave the entrance trail shown between County Road 10 and the large wetland area (Outlot N) without paving reimbursement. Rush Creek Reserve 2nd Addition Page 7 d. Recommended that the developer donate a trail easement on the west side of the project adjacent to the creek. No improvements are required in this easement and no park dedication credit will be provided. e. The park dedication for the trail easements shall be deeded with each phase of development. f. Cash for park dedication shall be paid in full by phase II. g. Credit shall be given for trail paving, if directed by the City. MISCELLANEOUS 31. In addition to the PUD flexibilities already outlined above, the following PUD flexibility standards are approved and shall be incorporated into the development contract. a. Open Space — The total amount of open space will not be reduced by more than 2.5% or 1 acre from the amount shown in the approved PUD, b. Development Footprint - Total development footprint as identified by street right-of- way and total lotted area cannot increase by more than 1 acre. c. Wetland Buffer - At all times we will not reduce the amount of wetland buffer provided. d. Storm Water - Storm water treatment areas may be modified, provided that the overall treatment standards are still equal to or greater than the standards approved with the Preliminary Plat, as approved by the City Engineer. e. Trails — Any plan must generally provide an east-west and north-south trail link as approved with the PUD Preliminary Plan and while the location of trails may be slightly adjusted the overall locations and length of trails will be honored f. Entrance Location(s) - Main entrance location off CR 10 will remain unchanged. g. Total Units — The total units cannot be less than 235 (3.34 units /acre) and more than 275 (3.91 units/acre) without amending the PUD. h. Association Maintained Housing —Blocks 20, 21 and Outlot O must be maintained and actively marketed for association-maintained housing until the final phase is approved. If at that time with active marketing this has not sold, this area may be platted as single family. When the final plat for the first phase of the development is recorded, the developer will list this land for sale, with an independent third-party realtor, who will agree to actively market this property for association maintained housing. The Realtor will also commit to provide the City Administrator with quarterly reports on the efforts being made to market the parcel and market responses. • The villas, twinhomes and townhomes will all be association-maintained areas. See Homeowner’s Association (HOA) section below for additional information on the HOA. i. Housing Types— Housing/Lot types may change without amending the PUD so long as they meet the approved PUD lot standards and include at least 3 housing/lot types overall. • Single family, villas, twinhomes and townhomes are all proposed with the Final PUD Plan. j. Lots and Blocks - Lots sizes may change within the limits approved, however, blocks as arranged need to stay generally consistent with approved Preliminary PUD and Plat. 32. The phasing plan submitted by the developer is approved. • The development is proposed in 5 phases. The first addition Final Plat is part of this submittal. It is planned to grade the site in two phases. 33. A final PUD development plan submitted with the final plat for review and approval. Rush Creek Reserve 2nd Addition Page 8 CHANGES PROPOSED SINCE PRELIMINARY PUD PLAN APPROVAL The narrative below explains what was changed from Preliminary PUD Plan approval to changes that have been made and were approved with the 1st Addition. There are no new changes proposed since the approval of 1st Addition. 1. Eliminate 75-foot lots and replace with 55 and 65-foot lots. The change to the lot counts are summarized below in Table 1: Table 1. Lot Widths Preliminary PUD Plan Final PUD Plan Lot Type # of Lots Side Yard Setback Lot Type # of Lots Side Yard Setback 55 feet 80 5 feet 55 feet 158 7.5 feet 65 feet 89 5 feet 65 feet 19 7.5 feet 75 feet 57 5 feet 75 feet 0 7.5 feet Townhomes 20 Townhomes 58 Twinhomes 0 Twinhomes 22 Total 246 Total 257 In exchange for flexibility in the lot width, M/I Homes is increasing the side yard setback from 5 feet to 7.5 feet. 2. Increase the variety of foundation types. The preliminary plat was predominantly basement lots. It has been approved to have the following foundation types for each product type as summarized in Table 2: Table 2. Proposed Foundation Types Product Type Proposed Foundation Type Single Family Mix between full, lookout and walkout basements Villa Half of the foundations being slab with remainder a mix of basement types Townhomes Foundation type flexibility. Either slab or basement townhomes. Twinhomes All slab foundations. In exchange for flexibility with foundation types, M/I Homes has offered additional product type. There are over 30 different home varies to be offered in the community along with multiple elevations for each home. The products available is also always changing with new homes being designed. 3. Reduction in the required garage size for HOA maintained lots. Per Section 1040.070 – RMF-3, Subd. 8.5 All townhome design shall comply with standards in Section 1040.060, Subd. 9 (RMF-1 Design Requirements). Item 7.b of Subd. 9 of Section 1040.060 requires minimum garage sizes based on foundation types. Twinhomes would also fall under Section 1040.060 – RMF-1 with minimum garage sizes. The Villa, Townhomes and Twinhomes would all be HOA maintained. Table 3 outlines what is required per the City Code and what is proposed. Table 3. Garage Sizes Rush Creek Reserve 2nd Addition Page 9 Product Type Required Garage Size per SMF-1 Proposed Garage Size Single Family 440 square feet 440 square feet Villa Basement: 440 square feet Slab: 540 square feet 425 square feet for basement and slab Townhomes Basement: 440 square feet Slab: 540 square feet 385 square feet for basement and slab Twinhomes Basement: 440 square feet Slab: 540 square feet 410 square feet for basement and slab On HOA maintained lots, all lawncare and snow removal is covered by the HOA. On Townhomes and twinhomes all exterior care is also part of the HOA’s responsibility. Major large items stored within a garage are yard and snow removal equipment and with the HOA maintained properties, this equipment is eliminated, thus less room is required within the garage. Many of the slab villas also have storage areas within the home plans to make up for the area lost in the garage. In exchange for flexibility with the garage sizes, M/I Homes is providing lawn care and snow removal as part of the HOA in order to eliminate the need to store exterior maintenance equipment. 4. Garage Front Frontage: The Preliminary PUD Plan provided flexibility for face of the garage to exceed the 55% of building face and allow 60% for detached single family homes and 70% for twinhomes/townhomes. When the Preliminary PUD was approved there was not a builder for the property. With M/I Homes being the exclusive builder on the property, the face of the garage length is known for the homes proposed at the time of Final PUD Pan. All two-car homes are compliant with the previously approved flexibility, but 3-car homes and townhomes exceed the approvals. Table 4 outlines the Preliminary PUD Plan approval and additional flexibility being proposed. A breakdown of the front footage calculation for the homes proposed are included in Exhibit A. Table 4. Garage Front Footage Percentages Product Type Approved Garage Front Footage Proposed Front Footage Single Family 60% 77% on 3-car Villa 60% 76% on 3-car Townhomes 70% 72% on 4-unit Twinhomes 70% 70% In exchange for flexibility with the garage front footage, M/I Homes is providing greater side yard setbacks on the homes. There is also a limited amount of 65’ lots that would accommodate the 3-car villa (19 total lots) and they are dispersed through the site, not all in one row. M/I Homes designs softens the appearance of the garages by building over the garages, use of columns, offset of the garage and the use of a variety of materials and colors. 5. Material Flexibility. Per Section 1040.040 – RMF-1, Subd. 8.A.2 requires a minimum of two different materials on the front elevation, a minimum of 3 different variations of color, style and/or material and except for brick, stucco or stone, no more than 75% of one type of exterior finish. Exhibit B includes all Proposed Building Elevations for the community. Exhibit C outlines the area of each material on the proposed elevations. Table 5 outlines the number of proposed elevations that are not compliant with the Code. It is proposed to allow all submitted elevations as shown in Exhibit B and C. Rush Creek Reserve 2nd Addition Page 10 A total of 99 elevations are provided within the community when a minimum of 5 front elevations is required. This is almost 20 time the required elevations required. Table 5. Front Façade Product Type Number of Elevations Non-Compliant Elevations (%) Single Family 40 10 (25%) Villa (basement) 25 0 (0%) Villa (slab) 26 3 (11.5%) Townhomes 2 0 (0%) Twinhomes 6 0 (0%) Total 99 13 (13%) In exchange for flexibility, M/I Homes is offering at least 3 elevations for each single-family detached home. 6. Roadway alignment in South Roadway alignment in the south was revised to align with the townhome product proposed in this area and with the new proposed property line with St. Thomas the Apostle Church. Rush Creek Reserve 2nd Addition Page 11 HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association is structured as a Master Association with three sub-associations. The sub-associations will be formed for: Villas, Townhomes and Twinhomes. Supplemental documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. The Single-Family homes are only part of the Master; they are not their own sub-association. All owners are members of the Master. The Master will be responsible for all maintenance of the main common elements, mailboxes, snow plowing of the public sidewalks, and trash for the community. Master Villas Twinhomes Townhomes Single Family 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 02/11/2022 - 8:03amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG001.dwgXrefs:, 193805500PUDBRD, HENNEPIN_CountyTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal G0.01 TITLE SHEET ---- VICINITY MAP STANTEC PROJECT NO. 193805500 THIS PLAN SET CONTAINS 60 SHEETS M/I HOMES RUSH CREEK RESERVE, PHASE 2 CORCORAN, MN INDEX OF SHEETS SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND AND ABBREVIATIONS G1.01 - G1.06 EXISTING CONDITIONS C5.01 - C5.05 STORM SEWER PLAN CIVIL C4.01 - C4.05 SANITARY SEWER AND WATERMAIN PLAN C3.01 - C3.05 GRADING PLAN PROJECT LOCATION G2.01 - G2.07 TREE INVENTORY C2.01 - C2.05 EROSION CONTROL PLAN FEBRUARY 2022 C1.01 - C1.05 SITE PLAN SUBDIVIDER: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 LANDSCAPE OVERALL LANDSCAPE PLANL1.00 ELECTRICAL PHOTOMETRIC PLANE1.01 - E1.05 C.S.A.H.10 C.S.A.H.50 SITE ZONED RMF-3 VICINITY ZONING AND LAND-USE MAP PARK AGRICULTURAL UNDEVELOPED C5.00 OVERALL STORM SEWER PLAN C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN C3.00 OVERALL GRADING PLAN PHOTOMETRIC DETAILSE1.06 LANDSCAPE PLANL1.01 - L1.05 C1.00 OVERALL SITE AND PEDESTRIAN CIRCULATION PLAN G2.00 OVERALL TREE INVENTORY LANDSCAPE DETAILSL1.06 - L1.07 OVERALL IRRIGATION PLANL2.00 GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>>> >>>>>>>> l l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l FUTURE UTILITY LINES >>>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION℄CENTER LINE CL. CLASS DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND WETLAND BUFFER FLOODPLAIN SHORELAND OVERLAY BOUNDARY WETLAND SETBACK CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TESTPIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:21pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG002.dwgXrefs:, 193805500PUDBRDTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal G0.02 LEGEND AND ABBREVIATIONS ---- M E E E E E E C E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 N89°26'36"W 518.62 S0°05'35"W792.03CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 133.40S44°05'37"W373.40N89°26'36"W 99.05 7 8 T H P Ll SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SS l l l l l l ll l l lllllllllOUTLOT H 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21>>>>>>>>>>S S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>>>>>>>>> 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:22pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N C S A H 1 0 CSAH 50 G1.01 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY PROEJCT DEVELOPMENT AREA = 103.0 ACRES SEE SHEET G1.03SEE SHEET G1.02 MAP KEY EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 EX. PHASE 1 DEVELOPMENT C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P L = 5 1 3 . 6 7 R = 5 6 9 5 . 7 7 Δ = 5 ° 1 0 '0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P Lllllll SSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l>>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>llllllllllllllllllll>>>>ll>>llSSlllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllOUTLOT B 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 6 5 5 2 10 1 6 5 4 3 2 OUTLOT C 10 2 987 6 5 4 11 3 1 OUTLOT A 4 3 >>S > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:22pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N G1.02 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05 SEE SHEET G1.03SEE SHEET G1.01 MAP KEY EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. PHASE 2 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N89°26'36"W 518.62 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05WALNUT LN7 8 T H P L SSSSSSSSSSSSSSSS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>llllllllllllllllSSSS SS SS l l l l l l l l l l l l l llllllllllllllllOUTLOT B 11 12 6 5 4 9 8 7 6 5 10 98 11 1 2 3 4 S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:22pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N G1.03 EXISTING CONDITIONSMM/TA REH LHB LHB WETLAND (TYP)SEE SHEET G1.02SEE SHEET G1.01 SEE SHEET G1.06 MAP KEY WETLAND BUFFER EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. FUTURE DEVELOPMENT PROP. PHASE 2 M A I L E E E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C MAIL E E E CLVT CLVT 1 O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH PXXX WETLAND 8 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23llllll llllllllllllllll l l l l l l l lll l l l OUTLOT E 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:22pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N G1.04 EXISTING CONDITIONSMM/TA REH LHB LHB SHORELAND DISTRICT BOUNDARY WETLAND (TYP)SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) PROP. PHASE 2 PROP. FUTURE DEVELOPMENT E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 SS >>>>>>llll l l l l lll l l l llllSSSSCONTROL >> >> >>>>>> >>>>>>>>>>SCONTROL>>>>>>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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:22pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N G1.05 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET G1.02 SEE SHEET G1.06MAP KEY WETLAND BUFFER (TYP)SEE SHEET G1.04WETLAND SETBACK (TYP) EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. FUTURE DEVELOPMENT EX. PHASE 1 DEVELOPMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 S0°05'35"W1844.37N0°05'35"E1844.3780TH AVE80TH AVE SS SSSSSS SS SS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>> >>>>>>>>>FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l l l l l l lllllllllllllllllll l l l l l l l l l l l l ll l l l l l l l l lllllll>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> S SCONTROL>> >> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:23pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal N G1.06 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) SEE SHEET G1.03SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. PHASE 2 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP M A I L M A I L PROPANE TANK SS ROCK FLAG WELL H MAIL PROPANE TANK SS lllllll>>>>> > >XWETLAND10 WETLAND9 WETLAND6 WETLAND8 WETLAND3 WETLAND4 WETLAND11 OUTLOT B OUTLOT E OUTLOT H 1 2 3 4 7 8 5 6 9 10 11 12 13 14 15 16 20191817 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 OUTLOT C 10 2 9876 5 4 11 3 1 OUTLOT A 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 17 7 8 12 O U T L O T D 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 OUTLOT A OUTLOT B OUTLOT C OUTLOT E OUTLOT F OUTLOT G 4291 4293 42954296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 54355436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 63076308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 65676568 65696570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 73397340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 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8010 8011 8012 8013 80148015 8016 8017 8018 8019 8020 8021 8022 8023 8024 8025 8026 8027 8028 8029 8030 8031 80328033 80348035 8036 8037 8038 8039 8040 8041 8042 8043 8044 8045 8046 8047 8048 80498050 8051 8052 8053 80548055 8057 8058 8059 8060 8061 8062 80638064 8065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 80888089 8090 8091 8092 7988 8056 8072 7760 7761 77627763 7764 7765 7766 WALN U T L A N E XYLOID AVEWALNUT LA N E WALNUT LANEWALNUT LANE79TH AVE N UE 79TH P L A C E 79TH PL A C E 79T H A V E N U E 79TH AVE79TH AVE80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 79TH AVE80TH AVE 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:23pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal G2.00 OVERALL TREE INVENTORY ---- N 0 150 300 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. OUTLOT B OUTLOT E OUTLOT H 1 2 3 4 7 8 5 6 9 10 11 12 13 14 15 16 20191817 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 OUTLOT C 10 2 9876 5 4 11 3 1 OUTLOT A 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 17 7 8 12 O U T L O T D 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 OUTLOT A OUTLOT B OUTLOT C OUTLOT E OUTLOT F OUTLOT G WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 M H H G-C G-C G-C G-C >>>>>>>>>>>>>>>>13003938.75 13002 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>XYLOID AVEWALNUT L N WALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 0 150 300 N SIDEWALK 8' W. TRAIL 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:25pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC100.dwgXrefs:, 193804970XSXW, 193804970XSXT, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193805500PUDXBRD, 193804970XSXV, 193804970XSNO-PH 1THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal OVERALL SITE AND PEDESTRIAN CIRCULATION PLANC1.00 EX. PHASE 1 FUTURE PHASES 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 12' W. TRAIL AND EMERGENCY VEHICLE ACCESS FUTURE PHASES LEGEND EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING TRAIL PROPOSED TRAIL PHASE 2 PHASE 2 M E E E E E E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>4 5 7 6 9 8 10 11 13 14 12 13 12 11 1 3 2 4 1 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 OUTLOT H 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 12 12 F3 10 11 12 13 14 OUTLOT G 18. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 38.3636.0026.33L=36.0626.3326.3338.1836.62L=26.37L=39.2817'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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:26pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C1.01 SITE PLAN ---- N 0 50 100 5' WIDE SIDEWALK FUTURE C.R. 10 REALIGNMENT TO BE DESIGNED BY OTHERS SEE SHEET C1.02 SEE SHEET C1.02 MAP KEY -2.50%-2.50%2.00% 6" CONCRETE SIDEWALK 6" CL 5 AGGREGATE BASE 1'5'5'14'14'11' 25'25' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 50' ROWA 4.00%4.00% -2.50%-2.50% 2.00% 1.00'10'5'14'14'16' 30'30' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 60' ROWB 4.00%4.00% 3" BITUMINOUS MIX SPWEA240B 6" CL 5 AGGREGATE BASE EAS. 1.5" TYPE SPWEA240B 2" TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 12" SELECT GRANULAR GEOTEXTILE FABRIC (NON-WOVEN) INSET A CR 10 RIGHT TURN LANE IMPROVEMENTS BY OTHERS INSTALL TEMPORARY TURNAROUND FOR PHASE 1 CONSTRUCTION PER CITY STANDARD DETAIL STR-26 STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 28' 60' ROW EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLPROP. PHASE 2 C O U N T Y R O A D 1 0 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P 1 4 3 2 1 12 11 10987 6 5 4 3 2 1 9 876 5 4 3 2 1 654 3 2 1 18 17 16 15 14 13 11 12 9 10 8 7 6 5 1 2 3 4 5 7 6 5 13 12 11 10 1 9 8 2 4 6 7 3 11 10 9 8 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 R1-1 (30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)(30x30)R1-1(30x30)OUTLOT B 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 6 5 5 2 10 1 6 5 4 3 2 OUTLOT C 10 2 987 6 5 4 11 3 1 OUTLOT A 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 12 8 O U T L O T D 1 50.7 4 L =3 8 . 4 9 L = 2 6.3 4 2 6 . 3 3 3 6 . 0 0 3 8 . 2 2 2 6 . 3 6 38.3636.0026.333 6 . 0 0 2 6 . 3 3 3 8 . 1 8 2 6 . 3 3 3 6 . 0 0 2 6 . 3 0 4 3 . 3 3 L =1 6 . 6 9 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 3 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4120.0074.6357.94L=55.73L=55.73L =5 1 2 4 . 6 6 1 2 5 . 0 085.0056.41L=64.36L=6 8 .7 5 L =6 6 .3 6 L =6 6 .3 6 L =7 0 .4 1 L =6 4.34 L=64.34 L=64.34 L=58.58 L=83.54 L = 3 6 . 2 6 2 6 . 3 4 4 3 . 3 1 L =6 6 .8 4 20' TYP.20' TYP.1 5 ' 1 5 ' 1 5 ' 1 5 ' 1 5 '22' 2 1 ' 20' TYP.20' TYP.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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:26pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C1.02 SITE PLAN ---- N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK 5' WIDE SIDEWALK 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) (PH 1 CONSTRUCTION 60' ROW28'2 8 ' E X 5 0 ' E X28'50' ROW 50' EX28' EX2 8 ' 5 0 ' R OW 10' WIDE TRAIL (PH 1 CONSTRUCTION) 8 0 ' E X SEE SHEET C1.04 SEE SHEET C1.03SEE SHEET C1.01 MAP KEY 1 6 ' E X 2 4 ' E X CR 10 LEFT TURN LANE IMPROVEMENTS BY OTHERS 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 60 ' E X . 28 ' E X . 5' WIDE SIDEWALK 10-STALL PARKING LOT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. PHASE 2 PROP. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 CITY REVIEW 4/7/221 1 NO PARKING SIGN1 NO PARKING SIGN1 NO PARKING SIGN1 NO PARKING SIGN NO PARKING SIGN 1 1 WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12 11 109 9 876 654 7 6 8 13 12 11 10 1 9 8 2 6 7 11 10 9 12 13 14 15 16 7 6 8 18 17 3 5 2 4 7 6 5 1 423 6 7 8 5 3 4 1 2 9 11 12 10 13 15 16 18 17 14 4 1 2 3 4 8 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)OUTLOT B 11 12 6 5 4 9 8 7 6 5 10 98 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 12 17 7 8 12 F2 F3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT E OUTLOT F OUTLOT G L =55.1 6 6 5 . 0 0 5 5 . 0 0 6 5 . 0 0 5 5 . 0 0 L =64.2 5 L=82.72 L=86.10 58.96 L =8 5 .9 3 L =7 4 .6 9 L=74.73L=73.08L=71.78L=83.13L=86.46L=78.40L=55.49L=55.49L=65.60L=55.50L=62.4157.007 6 . 4 2 5.5 3 93. 5 8 18. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 81.12 92.68 52.00 66.90106.4550.7 4 L = 5 5.2 0 6 5 . 0 0 5 7 . 0 0 5 5 . 0 0 6 7 . 5 0 L = 6 5.5 7 L=59.42 L=60.74 L=81.65 L=66.35 31.73 L =2 5 .2 9 L =5 7 .9 2 L =5 5 .6 1 L =5 5 .6 0 L=55.61L=55.61L=55.61L =6 1 . 4 6 L =3 8 . 4 9 L = 2 6.3 4 2 6 . 3 3 3 6 . 0 0 3 8 . 2 2 2 6 . 3 6 38.3636.0026.33L=36.0626.3326.3338.183 6 . 0 0 2 6 . 3 3 3 8 . 1 8 2 6 . 3 3 3 6 . 0 0 L=34.26 3 4 L=64.34 L=64.34 L=58.58 L=83.54 L = 3 8 . 4 2 L =36.21L=26.34L=38.43L =3 6 . 2 6 2 6 . 3 4 36.6226.3722 ' 2 1 '17'1 9 ' 1 7 ' 20' TYP.20' TYP.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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:26pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C1.03PRELIMINARY PLATSITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK28'50' ROW28'60' ROW5' WIDE SIDEWALK STREET LIGHT 5' WIDE SIDEWALK 10' WIDE TRAIL (PH 1 CONSTRUCTION) 10' WIDE TRAIL 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) 28 ' E X 50 ' E X 10' WIDE TRAIL 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK WETLAND BUFFER MONUMENT SIGN SEE SHEET C1.02SEE SHEET C1.01 SEE SHEET C1.05 PROP. PHASE 2 MAP KEY MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL OP M E N T EX PHASE 1 DEVELOPMENT 10-STALL PARKING LOT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. FUTURE PHASE PROP. FUTURE PHASE PROP. PHASE 2 PROP. PHASE 2 NO PARKING SIGN CITY REVIEW 4/7/221 1 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 12 13 6 7 8 9 10 11 14 15 16 17 3 2 1 5 4 12 13 7 1111 8 9 10 5 6 3 4 2 1 16 15 1413 17 12 11 10 9 8 7 6 5 4 3 2 1 1413 12 11 76 8 9 10 5 4 109876 3 5 4 1 2 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 R1-1(30x30)R1-1(30x30)1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 OUTLOT A OUTLOT B OUTLOT C79.0055.0058.40L=66.73 L =66.73L=7 4 .4 6 L=77.49L=55.43L=55.94L=56.0055.0055.0055.00111.81L =8 5 .9 2 L=66.73L=86.2255.0055.0055.0081.7461.1952.76 L =7 2 .4 5 L=68.71L=56.29L=55.30L =5 5 .3 0 L =5 7 .3 1 L =5 5 .5 1 L =5 5 .6 4 L =5 7 .6 6 L =5 5 .5 8 L=34.41 L=56.16 L=56.16 L=55.58 L=101.06 59.24L=42.69L=42.75164.89164.8959.1110.02L=42.46L =4 2 . 8 6 L =1 6 . 6 9 43.01L=57.485 4 . 5 5 4 6 . 7 7 54.73 L =5 6 .5 4 L =5 5 .5 7 L =5 5 .5 3 L=55.53L=58.11L=60.04L=6 0 .0 4 L =6 0 .0 4 L =6 0 .2 1 L =6 8 .0 5 L=68.05 L=68.05 L=68.05 L=68.05 L = 6 8 . 3 7 =55.73L=5 5 .7 3 L =5 5 .7 3 L =5 5 .7 3 L =5 5 .7 3 L =6 0 .0 0 L =6 0 .0 0 L=5 5.7 4 L=55.73 125.00L =2 8 .3 3 32.88 L=80 . 1 3 6 9 . 5 2 L=55.73 L=55.73 L=89.32 53.60 62.1844.06R1-1(30x30) 56.59 20' TYP.20' TYP. 1 6 '17' 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:26pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C1.04 SITE PLAN ---- N 0 50 100 5' WIDE SIDEWALKSTREET LIGHT (TYP) 2 8 ' 5 0 ' ROW WETLAND BUFFER MONUMENT SIGN (TYP.) 5' WIDE SIDEWALK 28' 50' ROW 8' WIDE TRAIL 8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 PHASE 3 MAP KEY 8' WIDE TRAIL MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. PROP. FUTURE PHASE PROP. FUTURE PHASE PROP. PHASE 2 PROP. PHASE 2 PROP. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E CITY REVIEW 4/7/221 1 NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN 1 1 1 1 1 NO PARKING SIGN 1 WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT 20 20 18 17 19 16 15 14 12 13 1111 10 16 15 14 17 1413 12 1110 109 22 23 21 19 18 1 2 3 2 3 1 5 6 4 9 10 7 8 4 5 6 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 R1-1(30x30)5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 23 24 25 26 27 28 1 2 3 4 F4 .5096.67L =89.38L=66.7360.95L=57.12L =6 6 .7 3 L=57.12 L=41.60L=57.0857.0062.00198.1757.0057.0057.0057.00L=56.16 L=56.16 L=55.58 L=101.06 L=68.05 L=68.05 L= 68.05 L = 6 8 . 3 7 L=55.73 125.00L=55.73 L=55.73 L=89.32 53.60 62.18 56.59 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:26pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C1.05 SITE PLAN ---- N 0 50 100 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 28 ' E X 5 0 ' E X 5' WIDE SIDEWALK (PH 1 CONSTRUCTION 10' WIDE TRAIL 12' WIDE TRAIL 10' WIDE TRAIL (PH 1 CONSTRUCTION) 12' WIDE TRAIL 28' 50' ROW STREET LIGHT 5' WIDE SIDEWALK STREET LIGHT (TYP)28' ROAD50' ROWSEE SHEET C1.04SEE SHEET C1.03 PHASE 3 MAP KEY WETLAND BUFFER MONUMENT SIGN EX LIFT STATION MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T LN 80TH AVEPROP. FUTURE PHASE 79TH AVE OUTLOT B 1 2 3 4 7 8 5 6 9 10 11 12 13 14 15 16 20191817 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 1 2 21 1 6 5 4 3 2 OUTLOT C 10 2 9876 5 4 11 3 1 OUTLOT A 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 ME E E E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E ECE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E SS E SS E E S CC CCCCCCH CC E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C FO - C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E CLVT CLVT E E C E E CLVT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003938.7513002 SS FM F M FMFMFMlllllllllll>>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>946 946 945944943 942 941 943941941 942 944946 945 950949948947 947942 9449 4 3 94294294 2 941 944 942 94093994094194294394494094194094194294 3 9 4 4945946947948949 943944 9429419409399 4 5 94 6947 9 4 4 945 946947948949 9509 5 0 949955951952 9 5 1 953 955 960 965 9679689709 6 9 977 974 972970975965960950 960 96195 0953950 945942 942 941 940 943944945943945 9 4 7 9 4 5 941 940 938 941 9 4 59439 4 0 9 3 8937 9 3 8940 945948 945 94 5 9469479429 4 0 9389409 4 5 950959 955940 945 950948 9809759719 6 7 9779709 5 0 9 4 5 952 95 5 960 963 965965963965966967968966964963964962 9 6 2 9 6 3 96 3959 9 6 09579569559519 5 1 96 0 9 5 5 965 970961 960955 960 962954954 959955949950 960965945944POND 4 NWL 940.0 HWL 943.29 POND 6 NWL 942.0 HWL 943.19 POND 10 NWL 942.0 HWL 943.33 POND 5 NWL 942.0 HWL 945.70 POND 12 NWL 940.0 HWL 942.38 EX. WETLAND NWL 940.0 HWL 941.74 EX. WETLAND NWL 940.0 HWL 941.74 945950 955 940960965969967964963 962 967968965BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 JUDITH A SHOULAK JAMES E SHOULAK 20439 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 5534010-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 TONY M BARDEN 7909 CO RD NO 116 HAMEL MN 55340 FORSBERG PROPERTIES LLC 20175 CO RD NO 50 HAMEL MN 55340 HEIDI ANN SHAWD 20137 CO RD NO 50 HAMEL MN 55340 KATHLEEN ROEHL 5580 KALLAND AVE NE #11 ALBERTVILLE MN 55301 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT TREPTAU 5479 DARROW AVE N E BUFFALO MN 55313 FRANK WALDRON/DIANE BENSON 7000 83RD AVE N BROOKLYN CENTER MN 55445 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 59205921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 63076308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 65676568 65696570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 73397340 734173427343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 75407541 7543 7551 7552 75537554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 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WETLAND 4 WETLAND 11 POND 9 NWL 947.0 HWL 951.50XYLOID AVEWALNUT L N WALNUT LNWALNUT LN X Y L O I D A V E 7 8 T H P L A C E79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 940937 945 937940945950 95 0 950950 9459 5 5950 955 9 5 5 960 958 958 958 960 970 965960 965970965965 9 6 5 9 6 5 9 6 5 955960965955955 960960955950945945 950945950955950955950 9 5 5 9 5 0955950945965 970 9709659369409459509 4 5 94 5 94 0945950 950950950955 935940945950940 945 945945 950955 952 950960955955950945945950950945940940945945940945 945 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2022 - 12:27pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC300.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSST, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C3.00 OVERALL GRADING PLAN ---- N 0 50 100 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) CITY REVIEW 4/7/221 1 1 1234567891011121231123456789101112131415161718193123456789101112131415164123456789101112135123456789101112131415166123456789101113141516123456789101112177812OUTLOT D2123456789101112131415161718F1F2F31234567891011121314151617181234567891011121314151617181920212223242526272812345F4OUTLOT AOUTLOT BOUTLOT COUTLOT EOUTLOT FOUTLOT G4291 429342954296 43004304 4305430643074361 436747974802 4803 4804 4866494551425180 5242 5245524754215434 5435 5436 5503 55075595 55995607 5611 5612 5721 5724 57255726 5727 572857295730573157325733573457355736 57375738 5739 5755 5756 57575758 57595760 5761 57625763 57645765 5766 5767 5768 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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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 04/12/2022 - 10:20amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC400.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST 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. M/I HOMES RUSH CREEK RESERVE, CORCORAN, MN 1938055002335 Highway 36 W St. Paul, MN 55113 www.stantec.com FINAL PLANNED UNIT DEVELOPMENT, PHASE 2 DAVID AHRENS 2/11/2022 217112/11/22PUDSubmittalC4.00OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- NSHORELANDDISTRICTBOUNDARYWETLAND (TYP)12" TRUNK WATER MAIN.(ALL OTHER 8" WATER MAINUNLESS OTHERWISE NOTED) >>S S S S SS SCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SSSSCONTROL >> >> >> >> >> >>>>>>>>>>>>>>>>S SCONTROL>>SCONTROL>>>>>>>>>>S>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>4291 4293 42954296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 52455247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 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7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 79357936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 79607961 79627963 7964 7965 7966 79677968 7969 7970 7971 7972 7973 7974 7975 79787979 7980 7981 7982 7983 7984 7985 7986 7987 7989 7990 7991 7992 7993 7994 79957996 7997 7998 7999 8000 8001 8002 8003 80048005 8006 8007 8008 8009 8010 8011 8012 8013 80148015 8016 8017 80188019 8020 8021 8022 8023 8024 8025 8026 8027 8028 8029 8030 8031 80328033 80348035 8036 8037 8038 8039 8040 8041 8042 8043 8044 8045 8046 8047 8048 80498050 8051 8052 8053 80548055 8057 8058 8059 8060 8061 8062 806380648065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 80888089 8090 8091 8092 7988 8056 8072 7760 7761 77627763 7764 7765 7766 E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E EOHPOHPOHPOHPOHPOHP FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E E E C E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003938.7513002 SS FM F M FMFMFMlll>>>>> >XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) EX. CULVERT DRAIN TILE (TYP.) DRAIN TILE (TYP.) OUTLOT B OUTLOT E OUTLOT H 1 2 3 4 7 8 5 6 9 10 11 12 13 14 15 16 20191817 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 OUTLOT C 10 2 9876 5 4 11 3 1 OUTLOT A 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 17 7 8 12 O U T L O T D 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 OUTLOT A OUTLOT B OUTLOT C OUTLOT E OUTLOT F OUTLOT GllSS SSSSSSSSSSSSSS SSSSSS SS SS SSSS SS SS SS SSSS SS SS SS SS SSSSSS SSSSSS SS SS SS SS SS SS SS SS>>>>>>>>>> > > >>> >>>>>> >>>>>>>>>>>>> >> >>> > > > >>>>>>>>>> >>>FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l lllllllllll>l> l >>>l >l >l >l>ll l l SSSSSS SS SSlll >>l l l l l l llllllllllSSSS>SS >>llSS ll 9 4 0 940 9409 4 0 940 9 4 0940 9409409 4 0 950950950950 950 950950950960 960960 960 9609 7 097094 0 94 0940940 940 9409409409 4 0940 940940 9409509 5 0950 950 9609 6 0 9 6 0 9 6 0 970970WAL N U T L N XYLOID AVEWALNUT L N WALNUT LNWALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E 79TH AVE 79TH PL A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVECO U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 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 LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/12/2022 - 10:23amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDC500.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSSTTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2DAVID AHRENS2/11/2022217112/11/22PUD Submittal C5.00 OVERALL STORM SEWER PLAN ---- N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) NOTE: 2' CONTOURS SHOWN PR PHASE 2 DEVELOPMENT PR PHASE 2 DEVELOPMENT PR PHASE 2 DEVELOPMENT FUTURE PHASES DEVELOPMENT FUTURE PHASES DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT M E E E E E E E CC CCCCC C H O H POHPOHPOHP F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C F O -C F O-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C E E E E 13 14 OHP OHP OHPOHPO H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPO H POHPOHPOHPOHPOHPOHPOHP O H P llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>7 8 T H P L A C E 78TH PLACE C O U N T Y R O A D 1 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMA 20020 CO HAMEL MN SCOTT & MARIE TREPTAU NH 1NA 1 FF 1VF 1 NA 1 HO 1 SWO 4 VF 3 KC 2 HO 2 KC 2AS 1 SWO 3 EA2 2 PN 2 CB 5PP 2 MK 7 CB 6 EA2 4 PC 3 FF 2 CB 6PN 3 MK 11 AS 1 SWO 2 PC 2 PP 1 CB 6 SWO 2 EA2 2 BH 5 EA2 2 CB 9 KC 2 EA2 3 BH 2 MK 9 BH 1 PP 2 CB 9 12 NA 3 SM 1 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 LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 04/13/2022 - 8:52amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER2/11/2022544762/11/22PUD Submittal L1.01 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28'ROAD(TYP.)50'ROW(TYP.)STREET LIGHT (TYP.) SEE SHEET L1.02 MAP KEY 1 CITY REVIEW 04/07/221 P PX PX E E E E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O - C F O - C F O -C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P W A L N U T L A N E X Y L O I D L A N E 7 8 T H P L A C E79THAVE79THPLACE 79TH PLACE 79TH AVE 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 EA104SH68CG100SH28IR 1FF 1KC 1 SWO 1 CH 1 HO 1 HO 1 RB 1 SWO 1 PG 3 SM 4 IR 2 FF 1HO 1 BF 1 PG 1 RB 4 SL 4 CH 1 VF 4 SWO 2 NA 2 KC 1 HO 1 NH 3 SL 1 FF 1 IR 1 BH 2 MK 2 PN 1 PP 1 BH 2 EA2 5 PN 1 AS 1 EA2 3 SWO 1 CB 4 SY 3 NH 3 NH 1 NA 1 NH 1 HO 1 KC 3 IR 1 FF 1 SWO 1 SM 1 FF 1 SWO 1 PG 4 VF 3 RB 1HO 1RB 1 HO 1 RB 1 NH 2 SWO 4 NA 3 SWO 4 PG 3 SM 3 VF 3 KC 2 SWO 2 EA2 CB 9 KC 2 EA2 3 PN 2 FM 1 AS 1 BH 2 MK 9 BH 1 PP 2 CB 9 SWO 1 SL 2 BH 4 CB 5 PP 3 FM 2 MK 11 CB 4 IR 1 FM 2 PP 2 CB 13 AS 12 QR 1 IR 1 RB 1 SY 3 SL 1 HO 1 FF 2 AS 1 BH 4 SWO 1 PN 3 FF 2 PP 2 PC 3 SWO 3 BH 2 QR 2 BH 5 FF 2 HO 1 NA 3KC 1 IR 1VF 1 SL 4 VF 1 BF 1 IR 2 IR 1 SWO 3 IR 1 SM 2 RB 1 FF 1 KC 1 VF 1 HO 1 CH 1 VF 1 SL 1 RB 1 SM 1 PG 1 NA 3 HO 1 PG 1 HO 1 KC 2 FF 1 VF 1 BO 1 SY 3 PG 1 IR 1 SWO 5 SM 1 CH 3 PG 2 SY 3 CB 5 CB 4 CB 4 CB 4 EA2 4 CB 6 CB 6 SM 3 SWO 1 EA2 13 EA2 5 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 LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 04/13/2022 - 8:52amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER2/11/2022544762/11/22PUD Submittal L1.02 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK STREET LIGHT (TYP.)50'ROW (TYP.)28'ROAD(TYP.)2 8' R O A D (T Y P.) 5 0' R O W( T Y P.)28'ROAD(TYP.)50'ROW (TYP.)50'ROW (TYP.)28'ROAD(TYP.)2 8' R O A D ( T Y P.) 5 0' R O W( T Y P .) 10' WIDE TRAIL 8 0' R O W(T Y P.) FUTURE TURN LANES TO BE DESIGNED BY OTHERS SEE SHEET L1.04 SEE SHEET L1.03 SEE SHEET L1.01 50'ROW(TYP.)MAP KEY LANDSCAPE BERM 1 CITY REVIEW 04/07/221 PX PX PX PX P X PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E E PROPANE TANK SS ROCK FLAG WELL FO-C FO-C F O - C F O-C F O -C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OHP OHP WALNUTLANE XYLOID LANE W A L N U T L A N E XYLOIDLANE7 9T H P L A C E 79TH PLACE THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 RB 1 SWO 5 BF 2 IR 1 PG 2 SM 1 BO 1 FF 1 SM 1 BO 1 HO 1 KC 2 SWO 2 NA 1SL 1 FF 1 BO 2 SY 3 BF 3 CH 3 IR 3 NA 3 BO 1 FF 1 HO 1 SM 1 SY 1 NA 1 SWO 1 CH 1 VF 1 BO 1 FF 1 VF 1 SM 1 VF 3 VF 2 NH 3 BO 1 BF 1 SL 2 VF 1 SM 1 HO 1 RB 1 SM 1 SM 1 CH 1 KC 1 HO 1 KC 2 BF 1 FF 1 CH 3 BO 1 FF 1 PG 1 IR 1 SWO 1 RB 1 SM 1 CH 2 FF 1 IR 1 NH 2VF 2 HO 2 VF 2 IR 1 SY 2 IR 1 KC 1 BO 1 NA 5 IR 2 SWO 5 BF 1 VF 1 SL 2 VF 2 HO 1 VF 1 SY 2 RB 1 NH 1 RB 1 HO 2 SL 2 SM 3 IR 2PG 1 SL 1 NA 1 SWO 2 BF 1 CH 5 IR 1RB 1 SY 2 KC 1 HO 1 BF 3 HO 1 KC 1 IR 1 FF 1 RB 1 VF 1 SY 4 VF 2 FF 1 SM 1 SY 1 VF 1BF 1 SWO 1 NA 1 HO 1 KC 1 FF 1 SY 2 FF 1 PG 4 NA 1 BF 2VF 4 IR 3 HO 1 IR 1 FF 1 VF 1 PG 1 SM 1 FF 1 SY 1 VF 2 PN 2 BF 3 SWO 5 HO 1 SM 2 BF 2 SWO 1 SY 1 SL 1 IR 2 SL 1 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 LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 04/13/2022 - 8:54amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER2/11/2022544762/11/22PUD Submittal L1.04 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.) 2 8 'ROAD(TYP . ) 5 0 'ROW( T Y P . ) WETLAND PROTECTION SIGN (TYP.) 5' WIDE SIDEWALK 28' ROAD (TYP.) 50'ROW (TYP.) 8' WIDE TRAIL 8' WIDE TRAIL STREET LIGHT (TYP.) 5' WIDE SIDEWALK2 8'ROAD(TYP.)50'ROW(TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.)SEE SHEET L1.05 SEE SHEET L1.02SEE SHEET C1.04 MAP KEY 1 CITY REVIEW 04/07/221 SEE DETAIL C/L106 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 LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 04/13/2022 - 9:02amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER2/11/2022544762/11/22PUD Submittal L1.07 PLANTING DETAILS ---- MINNESOTA. R .50 PLANT SPACING (ON CENTER) P (FT.) P= PLANT SPACING, R= ROW SPACING .43 R (FT.) .67 .58 .83 .72 1.00 .87 1.25 1.08 1.50 1.30 2.00 1.73 2.50 2.17 3.00 2.60 4.00 3.46 5.00 4.33 6.00 5.20 P P EQ.EQ. PLANTING AS SHOWN ON PLANS STEEL EDGING: 3/16" (7 GAUGE), 6" DEPTH, TOP OF EDGING FLUSH WITH GRADE, COLOR AS SPECIFIED TURF/ SOD AS SPECIFIED STEEL ANCHORING STAKES: 10 GAUGE, 12" LENGTH, 4 STAKES PER EACH 10', INSTALL ON BED SIDE OF EDGER. COLOR AS SPECIFIED UNDISTURBED SUBSOIL NOTE: - CONTRACTOR TO PROVIDE SAMPLES OF STEEL EDGING AND COLOR OPTIONS FOR APPROVAL. - SEE PLANS FOR LOCATION OF STEEL EDGING. STEEL EDGING LOCATED BETWEEN SOD AND PERENNIAL PLANTING AREAS AND TYPICAL EDGER DETAIL BETWEEN PLANTING AREAS AND NATURALIZED AREAS. M C BF 4" 4" 4"M WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 ME E E E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E SS E SS S CC CCCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO-C FO-C FO-C FO-C FO-C F O -C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGN UNDERGROUNDGAS MAIN SIGN >>>>>>>>>>>>>>>>MAILE E E CLVT CLVT E E C E E CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPO H P CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>XYLOID LANE W A L N U T L A N E WALNUTLANEX Y L O I D L A N E 7 8 T H PL A C E79THAVE79THPLACE 7 9 T H A V E 7 8 T H PL A C E FUTURE 79TH PL80THAVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 10 FUTURE 80TH AVE Area to Receive Irrigation SYMBOL MANUFACTURER/MODEL/DESCRIPTION Shut Off Valve Febco 825Y 4" Reduced Pressure Backflow Preventer Baseline BL-3200P Two-wire controller in 16-gauge stainless-steel pedestal enclosure, expandable up to 200 stations. Booster Pump Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. BF C IRRIGATION SCHEDULE With rain switch. 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 LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 04/13/2022 - 9:13amDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDL200.dwgXrefs:, 193805500PUDXBRD-LA, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNITHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193805500FINAL PLANNED UNIT DEVELOPMENT, PHASE 2JACOB BURGSTAHLER2/11/2022544762/11/22PUD Submittal L2.00 OVERALL IRRIGATION PLAN ---- MINNESOTA. N 0 150 300 NOTES: 1. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR MAINTENANCE OF THE PLANTINGS, INCLUDING WATERING, WEEDING, MULCHING, PRUNING, STAKING, WRAPPING, FERTILIZING, AND ALL ELSE NECESSARY TO ENSURE HEALTHY GROWTH OF THE PLANTINGS. 2. TURF ESTABLISHMENT 2.1.WATER SEEDED AND OR SODDED AREAS AS NECESSARY DURING THE ESTABLISHMENT PERIOD TO PROVIDE ESTABLISHMENT OF TURF OVER 90-PERCENT PER EACH SQUARE FOOT OF SEEDED AREAS AND 100-PERCENT OF SODDED AREAS. 3. MAINTENANCE 3.1.MAINTAIN RESTORED AREAS IN ACCORDANCE WITH MNDOT SPEC. 2575.3K AND IN ACCORDANCE WITH THE 2014 MNDOT SEEDING MANUAL. CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE ACTIVITIES AS REQUIRED TO ENSURE PROPER SEED GROWTH, INCLUDING BUT NOT LIMITED WEED CONTROL, WATERING, AND MOWING. 3.2.RESTORED AREAS THAT HAVE BEEN SATISFACTORILY COMPLETED AND ARE DISTURBED BY ADDITIONAL CONSTRUCTION ACTIVITY REQUIRED BY THE TIMING AND SEQUENCING OF THE WORK SHALL BE RESTORED OVER TO THE SAME REQUIREMENTS OF THE ORIGINAL WORK. 3.3.ANY SOD THAT DOES NOT SHOW DEFINITE GROWTH AND ESTABLISHMENT BY THE END OF THE ESTABLISHMENT PERIOD SHALL BE REPLACED AND ESTABLISHED AT THE PROPER SEASON BY THE CONTRACTOR AT HIS/HER EXPENSE. 3.4.SEED MAINTENANCE SHALL BE DONE IN CONFORMANCE WITH THE 2014 MNDOT SEEDING MANUAL - MAINTENANCE REQUIREMENTS FOR YEAR 1. 3.5.WATERING OF SEEDED AND SODDED AREAS SHALL BE DONE THROUGHOUT THE ESTABLISHMENT PERIOD TO ENSURE ESTABLISHMENT OF PERMANENT VEGETATION. THE CONTRACTOR WILL WORK TOGETHER WITH THE OWNER TO CREATE A WATERING SCHEDULE TO HELP ENSURE PROPER WATERING OF THE SEEDING AREAS. THE WATERING MUST BE APPROVED PRIOR TO OCCURRING BY THE OWNER, AND WATER TICKETS FOR SEEDED AREAS ONLY MUST BE SUBMITTED TO THE ENGINEER ON A WEEKLY BASIS. 4. WATERING 4.1.WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 4.2.WATER TO THOROUGHLY SATURATE ALL PLANTING SOIL. 4.3.BRING PLANTING SOIL TO SPECIFIED LEVEL WITHIN 5-DAYS OF INITIAL WATERING AND SATURATE ADDITIONAL SOIL. 4.4.WATER ALL PLANTS THOROUGHLY AS SOIL MOISTURE IS DEPLETED (AT LEAST ONCE PER WEEK DURING PERIODS OF AVERAGE RAINFALL) UNTIL THE WORK IS ACCEPTED. 5. MULCHING 5.1.PLACE MULCH MATERIAL AS DESCRIBED ON DETAILS WITHIN 48 HOURS OF THE SECOND WATERING, UNLESS OTHERWISE APPROVED BY ENGINEER. DISH TOP OF BACKFILL TO ALLOW FOR MULCHING. 6. PRE-ACCEPTANCE MAINTENANCE PERIOD AND PLANT ESTABLISHMENT PERIOD 6.1.WATER ALL PLANTS TO MAINTAIN AN ADEQUATE SUPPLY OF MOISTURE WITHIN THE ROOT ZONE. AN ADEQUATE SUPPLY OF MOISTURE IS THE EQUIVALENT OF 25 MM (1-INCH) OF ABSORBED WATER PER WEEK EITHER THROUGH NATURAL RAINFALL OR AUGMENTED BY PERIODIC WATERING. APPLY WATER AT A MODERATE RATE SO AS NOT TO DISPLACE THE MULCH OR FLOOD THE PLANTS. CITY REVIEW 04/07/221 1 M E E E E E E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 PX PX 7 8 T H P L OUTLOT H 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 12 12 F3 10 11 12 13 14 OUTLOT G 1.6 0.7 4.1 2.9 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 4.4 3.5 2.4 1.4 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 3.3 3.2 2.8 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.0 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.6 0.6 0.4 0.9 1.2 0.9 0.7 1.2 1.9 2.0 1.4 1.0 0.7 1.7 2.5 3.1 2.8 1.9 1.3 0.8 1.5 2.9 3.8 3.6 3.0 2.5 0.8 1.7 2.9 3.8 5.2 4.0 2.9 0.8 1.6 3.3 4.7 6.1 6.3 4.6 0.8 1.9 2.9 3.9 6.1 6.4 5.6 0.7 1.6 3.0 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.9 1.6 2.5 3.0 3.1 0.2 0.3 0.4 0.7 1.2 1.7 2.3 0.1 0.1 0.2 0.3 0.5 0.9 1.2 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.2 0.1 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.6 0.6 0.3 0.2 0.1 1.2 0.9 0.5 0.2 2.1 1.9 1.3 0.8 0.3 2.8 3.2 2.8 2.0 1.0 3.7 4.0 3.3 1.9 1.2 5.2 4.5 3.7 2.7 1.3 0.7 5.8 6.1 6.0 3.9 2.5 6.1 6.0 5.7 6.0 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 REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.01 PHOTOMETRICS PLAN ---- N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY SEE SHEET E1.03EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLPROP. PHASE 2 C O U N T Y R O A D 1 0 PX PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 PX PX PX 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX PX OUTLOT B 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 6 5 5 2 10 1 6 5 4 3 2 OUTLOT C 10 2 987 6 5 4 11 3 1 OUTLOT A 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 12 8 O U T L O T D 1 0.7 0.5 0.3 0.7 0.4 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.1 0.4 0.5 0.6 0.5 0.3 0.8 1.0 1.1 0.5 0.2 1.3 1.7 1.8 1.2 0.5 2.5 2.9 2.1 1.1 0.4 2.9 3.4 3.4 2.3 0.9 4.1 4.5 3.1 1.5 0.7 4.7 5.7 3.9 2.8 1.3 6.3 6.0 4.4 2.2 1.0 5.8 6.2 4.8 3.1 1.7 6.4 5.7 4.3 3.0 5.1 4.5 4.2 3.3 1.9 3.1 3.3 3.3 2.3 2.5 2.6 2.4 2.0 1.8 2.0 1.7 1.2 0.9 1.0 1.0 0.8 0.6 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.8 1.7 3.1 4.0 5.2 6.2 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.7 1.4 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 2.6 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 2.0 1.0 0.3 0.0 0.0 0.0 0.0 1.9 0.7 0.2 0.0 0.0 0.0 0.0 0.0 1.3 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.2 0.2 0.4 0.2 0.1 0.1 0.0 0.3 0.6 0.8 0.2 0.1 0.1 0.0 0.8 1.2 1.7 0.2 0.1 0.1 1.1 1.7 2.4 3.0 0.6 0.2 0.1 0.1 2.4 2.7 3.4 3.6 2.8 1.3 0.6 0.2 0.1 0.1 2.8 3.7 4.8 3.8 2.3 1.2 0.5 0.2 0.1 4.3 5.7 5.3 3.9 2.5 1.1 0.4 0.2 0.1 6.2 6.1 5.8 3.6 1.9 1.0 0.3 0.1 6.1 6.2 4.5 3.4 2.1 0.8 0.3 5.8 5.2 4.1 2.9 1.5 0.6 0.2 4.9 3.8 3.6 3.3 2.1 1.1 0.4 2.8 2.9 2.7 2.2 1.3 0.7 0.3 2.5 1.9 1.4 1.0 0.6 0.4 1.4 1.3 1.0 0.7 0.4 0.3 0.6 0.6 0.4 0.3 0.2 0.1 0.3 0.3 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.8 0.9 0.9 0.5 0.9 1.2 1.6 1.6 0.9 1.9 2.4 2.5 1.6 0.6 2.5 3.0 3.4 2.6 1.3 3.2 4.1 3.7 2.1 0.8 4.0 5.1 4.4 2.7 1.3 6.4 5.9 3.9 2.2 0.8 5.5 6.7 5.0 3.0 1.3 0.5 5.9 5.8 3.5 2.0 0.8 5.4 5.4 4.5 3.1 1.3 0.4 4.0 3.9 3.2 1.7 0.6 2.9 3.1 3.1 2.0 0.9 0.3 2.4 2.3 1.8 1.1 0.5 0.2 1.4 1.1 0.8 0.5 0.2 0.9 0.7 0.5 0.3 0.2 0.1 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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3.2 4.2 5.2 5.9 0.3 0.7 1.4 2.4 3.3 3.6 3.8 0.1 0.2 0.5 0.8 1.4 2.1 2.6 0.1 0.1 0.2 0.4 0.6 1.0 1.4 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.3 0.2 0.1 0.1 0.1 0.0 1.0 0.7 0.5 0.3 0.2 0.1 0.1 2.3 1.7 1.1 0.7 0.4 0.3 0.1 3.8 2.8 2.7 2.1 1.4 0.9 0.5 5.3 4.5 3.8 3.3 2.8 1.8 1.0 6.2 6.1 5.4 4.2 3.2 2.2 1.3 5.3 6.1 6.9 4.7 3.5 3.2 2.2 1.2 3.9 5.1 4.7 4.0 3.7 2.1 1.4 3.1 3.6 3.9 3.1 2.2 1.6 0.9 1.2 2.0 2.8 2.7 2.4 1.7 1.0 0.6 0.6 0.9 1.4 1.6 1.3 0.9 0.6 0.3 0.3 0.4 0.6 0.8 0.7 0.4 0.3 0.1 0.2 0.3 0.4 0.3 0.2 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 5.6 0.1 0.1 0.0 0.0 0.0 2.1 2.7 0.2 0.1 0.1 0.0 0.4 1.7 0.2 0.1 0.3 0.2 0.4 1.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.9 1.2 0.9 0.7 0.4 0.3 1.2 1.9 2.0 1.4 1.0 0.6 0.7 1.7 2.5 3.1 2.8 1.9 1.3 0.8 1.5 2.9 3.8 3.6 3.0 2.5 0.8 1.7 2.9 3.8 5.2 4.0 2.9 0.8 1.6 3.3 4.7 6.1 6.3 4.6 0.8 1.9 2.9 3.9 6.1 6.4 5.6 0.7 1.6 3.0 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.9 1.6 2.5 3.0 3.1 0.2 0.3 0.4 0.7 1.2 1.7 2.3 0.1 0.1 0.2 0.3 0.5 0.9 1.2 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.1 0.1 0.2 0.1 0.1 0.0 0.4 0.1 0.1 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.02 PHOTOMETRICS PLAN ---- N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.04 SEE SHEET E1.03SEE SHEET E1.01 MAP KEY X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. PHASE 2 PROP. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 PX PX PX PX PX PX WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 PX PX WALNUT LN7 8 T H P L PX OUTLOT B 11 12 6 5 4 9 8 7 6 5 10 98 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 12 17 7 8 12 F2 F3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 OUTLOT E OUTLOT F OUTLOT G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.1 1.9 2.3 1.7 1.2 0.7 1.0 1.5 1.8 2.0 1.7 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.9 1.3 1.1 0.8 0.5 0.3 1.1 1.5 2.3 3.2 3.2 3.0 2.1 1.3 0.8 0.4 0.2 0.1 0.1 0.4 0.7 0.7 0.5 0.4 0.2 0.1 1.1 1.7 2.9 3.4 3.7 4.5 3.8 3.0 2.3 1.5 0.8 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.0 1.1 2.0 2.7 3.3 4.3 5.5 6.0 5.2 3.6 2.8 2.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.8 1.4 2.2 3.2 4.2 5.2 6.2 6.3 6.2 5.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.7 1.2 2.0 3.0 3.4 4.3 5.1 6.2 5.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.0 1.6 2.4 2.9 3.1 4.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.3 2.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.03 PHOTOMETRICS PLAN ---- N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.02SEE SHEET E1.01 SEE SHEET E1.05 SEE SHEET E1.05MAP KEY SEE SHEET C2.05PROP. PHASE 2 X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. PHASE 2 PROP. PHASE 2EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL OP M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE PX PX PX PX PXPX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 OUTLOT A OUTLOT B OUTLOT C 1.0 1.7 3.0 3.3 1.9 3.3 2.3 2.4 2.0 1.7 1.2 0.9 1.0 0.8 0.6 0.5 0.5 0.4 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.3 0.4 0.4 0.4 0.2 0.4 0.6 0.7 0.7 0.6 1.1 1.2 1.2 0.8 1.7 2.1 1.9 0.3 1.0 2.2 3.1 2.6 0.4 1.4 2.9 3.5 3.2 0.4 1.7 3.5 4.5 3.9 0.6 1.6 3.4 5.4 5.3 0.7 2.0 3.8 6.1 6.2 0.8 2.3 4.4 6.9 0.9 2.1 3.8 6.1 1.0 2.5 4.3 5.4 1.1 2.7 3.9 4.1 1.0 2.4 3.4 3.2 0.9 2.0 2.8 2.5 0.9 1.5 1.7 1.8 0.7 0.9 1.0 1.1 0.4 0.5 0.6 0.6 0.2 0.2 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 2.7 2.3 1.4 0.9 5.5 4.4 4.3 3.0 2.2 4.8 6.5 6.5 6.0 4.6 4.1 3.2 5.7 6.4 5.7 4.6 3.6 3.0 4.9 4.7 3.5 3.1 2.7 1.9 4.0 2.7 2.6 2.3 1.5 1.0 1.5 1.9 1.5 1.1 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.04 PHOTOMETRICS PLAN ---- N 0 50 100 STREET LIGHT (TYP.) SEE SHEET C4.02 SEE SHEET E1.05SEE SHEET E1.03 MAP KEY PROP. FUTURE PHASE PROP. FUTURE PHASE PROP. PHASE 2 PROP. PHASE 2 PROP. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E PX PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 PX 80TH AVEPX 80TH AVE PX PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 23 24 25 26 27 28 1 2 3 4 F4 0.8 2.3 4.4 6.9 0.9 2.1 3.8 6.1 1.0 2.5 4.3 5.4 1.1 2.7 3.9 4.1 1.0 2.4 3.4 3.2 0.9 2.0 2.8 2.5 0.9 1.5 1.7 1.8 0.7 0.9 1.0 1.1 0.4 0.5 0.6 0.6 0.2 0.2 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.05 PHOTOMETRICS PLAN ---- N 0 50 100 STREET LIGHT (TYP.) STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY EX PHASE 1 DEVELOPMENT PROP. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T LN 80TH AVEPROP. FUTURE PHASE 79TH AVE 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 REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 02/09/2022 - 3:47pmDrawing name: C:\pw_stn_bh_infra01\dms95614\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE 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.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938055002335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 2MIKE FITZPATRICK2/11/2022530782/11/22PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE106 PHOTOMETRIC DETAIL ---- PROFESSIONAL ENGINEER SHEET 1 OF 4 SHEETS KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property situated in Hennepin County, Minnesota to wit: Outlot D and Outlot F, RUSH CREEK RESERVE ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE SECOND ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this ____________ day of ______________________, 20______. M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC By: Gary M. White, Area President STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on this day of , 20 by Gary M. White, Area President of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the company. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I, Daniel J. Roeber, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . ____________________________________________________________ Daniel J. Roeber, Licensed Land Surveyor Minnesota License Number 43133 STATE OF MINNESOTA COUNTY OF ____________ This instrument was acknowledged before me on this day of , 20 by Daniel J. Roeber. _____________________________(Notary Signature) _____________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE SECOND ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota, at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor By__________________________________________________________ Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that the taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ____________________________, 20____________. Mark V. Chapin, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _________ day of ____________________________, 20____________. Chris F. Mavis, County Surveyor by _______________________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE SECOND ADDITION was recorded in this office his _________ day of ____________________________, 20____________., at _______o'clock ___M. Martin McCormick, County Recorder by ___________________________________ Deputy C.R. DOC. NO. _______________________RUSH CREEK RESERVE SECOND ADDITION Northeast corner of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23North line of Outlot D, RUSH CREEK RESERVE ADDITION FND 1-INCH OPEN IP 4 0 8.0 1 R = 5 6 7 8. 7 7 Δ = 0 4 ° 0 7'0 0 " C B = N 3 8 ° 2 0'4 1 "WN00°03'25"W849.88WET LAND WET LAND WET LANDWETLAND WET LAND WET LAND Northeast corner of the Northeast Quarter of the Southwest Quarter of Sec. 23, Twp. 119, Rng. 23 S89°36'01"E 406.23 MATCHLINE'A' N59°31'02"W 119.70 N89°36'01"W 1700.51 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 2 Δ =09°15'22"68.662 7 5 .0 5 R =8 5 0 .0 0 Δ =3 5 °0 1 '15 "N89°56'35"E 40.53 R=303.03 Δ=37°26'12" 198.00 CB=S69°12'12"E Δ=41°31'33"201.50 Δ=S71°14'25"E Δ=30°01'27" 158.79 130.97Δ=22°52'33" CB=S67°52'53"E S00°03'25"E70.4439.28Δ=07°25'39"163.46R=250.00Δ=3 7 ° 2 7 ' 4 6 " 4 2 7 .6 4 S 3 7 ° 3 1'1 1 " E 2 7 7 .6 4 1 5 0 .0 0148.68N52°28'54"E6 71 .45 R =6 9 5 .2 7 Δ=55°19'58" 100.29R=482.02Δ=11°53'46" Δ =0 8 °5 0 '0 0 " 6 5 .5 2 48.61Δ=06°33'14"Δ =1 0 °2 2 '3 8 " 7 6 .9 8 3.97Δ=00°15'37"Δ=03°35'00"54.72Δ =0 3 °3 1 '1 3 "53 .76 53.76Δ=03°31'13"Δ =2 0 °4 9 '3 0 "308.95Δ=56°42'16" R=400.00 3 9 5 .8 7 2 3 .1 5 N 7 5 °4 4 '5 0 "E55.72Δ=03°38'54"53.97Δ=03°32'03"42.12Δ=02°45'29"12.3210.8344.22Δ=05°57'39"52.49Δ=07°04'34"52.49Δ=07°04'34"52.49Δ=07°04'34"19.99Δ=02°41'43"52.49Δ=07°04'34"52.49Δ=07°04'34"CB=S69°12'12"E Δ=41°31'33" 201.50 161.28S02°06'43"W3 6.4 6 S 4 9° 1 0'1 8" W 5 3.1 9 S 4 8° 3 2'4 1" W 5 3.1 9 S 4 4 ° 5 8'3 3" W 53.19 S41°24'24" W 53.19S37°50'16"W 53.19S34°16'08"W 53.19S30°41'59"W 59.82S28°05'48"W76.27S36°37'07"W120.07 N 48°32'50" W 138.36R=275.00Δ=28°49'37"CB=S55°51'58"W 26.78S00°23'59"WΔ=50°05'28"R=355.00310.3623.65R=338.88 Δ=03°59'55" CB=S42°09'57"E 2 0 .3 9 R =4 1 0 .0 0 Δ =0 2 °5 0 '5 7 " C B =N 4 5 °5 4 '1 4 "W 53.48 S42°27'06"W 204.32S06°07'15"W18.57R=465.00Δ=02°17'18"95.14N75°19'22"W 66.14N74°42'36"W54.42N76°01'46"W54.42N81°42'02"W54.42N87°22'19"W56.92S86°49'40"W58.01S80°50'45"W56.12S74°53'23"W56.12S69°02'27"W5 7 . 7 7 S 6 3 ° 0 6 ' 4 8 "W5 4 . 8 2 S 5 7 ° 1 3 '5 4 "W5 4.4 5 S 5 2 ° 4 7'2 1 "W135.00S52°28'49"W 141.93S51°46'01"W 31.73 S37°31'11"E 1 4 5 .1 5 N 3 6 ° 1 7'1 2 "W10.13R=1655.52Δ=00°21'03"CB=N36°27'43"W N00°03'25"W272.219 2 .1 2 N 6 2 °0 0 '4 1 "E 146.40N23°26'40"EN21°00'44"W146.40N62°58'03"W 135.17 24.91N89°36'01"W S 6 9 °3 7 '3 5 "W 1 3 6 .8 5 S26°49'06"W178.1579.57S16°57'44"W309.36300.4532.4230.85105.3359.2359.111 0 .0 2 49.275.23Δ=01°05'22" 3 9 .5 0 Δ =0 8 °1 3'4 7 " 4 0 .1 0 Δ =0 8 °2 1 '1 6 " 3 9 .1 7 Δ =0 8 °0 9 '4 0 "40.75Δ =08°29'26"15.06Δ=03°08'15"2 6.3 0 4 3.3 3 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 5 4.7 7 5 4.2 9 5 1.1 8 4 3.3 6 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 3.3 4 4 4.5 3 120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'02"E120.00N52°28'49"E120.81N 57°08'52"E1 2 7 .8 7 N 6 3 °1 0 '5 4 "E 1 3 8 .9 9 N 7 3 °0 1 '4 6 "E 1 2 5 .2 8 N 8 0 °3 7 '2 6 "E 120.05 N89°46'17"E 43.1640.53 40.53 R =4 5 0 .0 0 6 2.4 3 Δ =0 7 °3 1 '5 0 "53.13Δ=06°24'33"52.79Δ=06°22'03"52.75Δ=06°21'47" 5 2 . 7 5 Δ =0 6 ° 2 1 ' 4 4 " 1 6 . 4 8 Δ =0 1 ° 5 9 ' 1 7 " 4 2 . 0 3 Δ =0 2 ° 5 5 ' 0 8 " 6 1 . 9 2 Δ =0 4 ° 1 8 ' 0 0 "61.92Δ=04°18'00"61.92Δ=04°18'00"62.09Δ=04°18'44"9.99Δ=00°41'37"2 3 .1 5 30.45Δ=04°39'07"7 2 .9 1 Δ =1 1 °0 8 '2 4 "72.91 Δ=11°08'24"72.91Δ=11°08'24" 72.91Δ=11° 08'24"48.83R=338.88Δ=08°15'18"CB=N48°17'34"W125.00S57°25'28"W 7 2.3 3 Δ = 1 1 ° 4 0'2 4 "149.00Δ=24°02'50"Δ=14°22'18"89.054 7.5 3 N 3 8 ° 0 4'4 5 "W48.07N45°05'05"W48.43N59°08'03"W48.53N71°45'03"W48.53N82°53'27"W48.53S85°58'09"W51.91S76°35'59"W52.67S72°53'50"W52.52S68°35'28"W5 2 .5 2 S 6 4 °1 7 '2 8 "W 5 2 . 5 2 S 5 9 ° 5 9 ' 2 8 "W56.47S56°12'44"W 66.59S60°05'28"W 6 6 .6 0 S 6 6 °2 7 '1 4 "W 6 6 .6 5 S 7 2 °4 9 '0 9 "W 5 9 . 5 9 S 3 7 ° 1 2'1 3 " E 5 4 . 5 5 S 2 9 ° 3 5 ' 3 5 " E 4 6 . 7 7 51.33N83°34'26"W 120.00N52°28'49"EN52°22'43"E134.08120.98N 58°25'32"E1 2 0 .9 4 N 7 3 °2 8 '3 6 "E 7 2.1 2 5 1.6 44.22Δ=20°59'47"82.45Δ=16°27'59"64.6676.87S06°11'55"E125.00S13°59'50"E125.00S20°21'53"E1 2 5 .00S26°43'40"E1 2 5 . 0 0 S 3 3 ° 0 5 ' 2 4 " E 1 2 5 . 0 0 S 3 2 ° 0 9 ' 3 2 " E 1 2 5 . 0 0 S 2 7 ° 5 1 ' 3 2 " E 125.00S23°33'32"E125.00S19°15'32"E125.00S14°56'47"ES09°36'03"E125.00S01°32'21"W125.00S12°40'45"W125.00S23°49'09"W125.00S23°49'09"W126.25125.33125.00S46°05'57"WN 6 9 °2 2 '0 0 "E 5 4 .4 4 N 56°58'27"E62.47N 59°10'06"E53.10N 60°31'34"E61.37N 6 4 °0 2 '4 7 "E 6 1 .3 7 N 6 7 °3 7 '5 1 "E 6 3 .6 0 N 7 1 °1 3 '1 9 "E 6 1 .6 1 N 7 4 °4 6 '4 9 "E 6 0 .4 0 N 7 8 °0 2 '4 9 "E 6 7 .9 1 N 8 5 °1 1 '4 7 "E 6 7 .7 8 S87°42'21"E 67.78 S80°26'03"E70.69 S70°48'51"E70.71 S63°42'58"E67.78 41.02S63°55'08"E124.14N29°47'03"E124.19N22°42'29"E124.42N14°17'12"EN14°16'56"E124.21124.20N05°51'38"EN01°12'56"W124.16N08°17'31"W124.11N14°15'10"W123.86124.00N17°00'39"W124.00N20°32'42"W124.00N24°11'36"W124.00N27°42'50"W1 2 4 . 0 0N3 1 ° 1 4 ' 0 3 "W1 2 4 . 0 0N3 4 ° 4 9 ' 0 3 "W124.00N25°49'20"WN15°26'41"W124.001 1 5.9 8 65.9449.0685.0038.6859.4574.63N55°28'41"E63.15N 59°44'08"E63.15N 6 3 °5 9 '3 4 "E 6 3 .1 5 N 6 8 °1 5 '0 1 "E 6 3 .1 5 N 7 2 °3 0 '2 8 "E 6 3 .1 5 N 7 6 °4 5 '5 5 "E 6 3 .1 5 N 8 1 °1 1 '0 9 "E 6 3 .1 5 N 85 °46 '1 0"E 6 7.9 8 S89°48'36"E 63.15 S85°33'09"E 63.15 S81°17'42"E63.15 S77°02'15"E63.15 S77°40'27"E118.79 63.01 55.78 1 2 . 2 9 S 8 2 ° 3 1 ' 2 5 " E 1 2 4 .8 0 N 3 7 ° 3 1'1 1 "W1 2 4 .9 7 N 3 6 ° 3 9'0 3 "W8.50 Δ=00°40'35" 5 3 . 8 8 Δ =0 4 ° 1 7'1 0 " 5 3 . 8 9Δ=0 4 ° 1 7 ' 1 3 "53.90Δ=04°17'16"53.91Δ=04°17'18"53.91Δ=04°17'19"53.92Δ=04°17'20"58.05Δ=04°37'03"58.05Δ=04°37'03"53.91Δ=04°17'19"53.90Δ=04°17'17"53.90Δ=04°17'14"53.89Δ=04°17'11"31.99Δ=02°32'40"24.84Δ=03°06'25"Δ=08°47'21"70.26 22.68 37.71128.91N14°36'19"EN15°05'28"E124.90N10°50'01"E124.74N06°34'34"E124.61N02°19'08"E52611 2 4 . 8 0 N 3 2 ° 2 3 '3 6 "W1 2 4 . 6 7N2 8 ° 0 8 ' 0 9 "W124.55N23°52'42"W124.47N19°37'15"W124.42N15°21'48"W124.40N11°06'22"W124.40N06°31'20"W124.45N01°56'19"W66.75Δ=05°42'22"18.22Δ=01°33'267 1 .5 3 Δ =0 6 °0 6 '5 2 "6 8 .9 6 Δ =0 5 °5 3 '4 1 " 6 8 .9 7 Δ =0 5 °5 3 '4 3 " 7 3 .5 8 Δ =0 6 °1 7 '2 3 " 6 9.37 Δ =05 °5 5'4 7 " 66.86Δ=05°42'55"66.85Δ=05°42'51"66.83Δ=05°42'45"9.40Δ=00°48'13"47.29Δ=05°20'01"58.19Δ=06°33'45"22.68116.6125.0025.0022.68S83°52'45"E 124.91N12°27'39"E125.25N11°08'06"EN16°48'23"E125.03125.41N05°27'49"E125.53N00°12'27"W125.59N05°52'44"W125.60N12°58'01"W125.55N18°48'58"W125.44N24°39'55"W1 2 5 . 2 7N3 0 ° 5 6 ' 4 5 "WN 3 6 ° 2 3 '5 5 "W1 2 5 . 0 7 1 2 5 .0 0 N 3 7 ° 3 1'1 1 "W1 2 5 .0 0 85.0025.0025.0025252 5 2 5 252525252525252525 252525 2 5 2 5 2525252525O U T L O T D OUTLOT A OUTLOT B OUTLOT C 120.002 1.9 3 5 9 4 .8 1 N 3 7 ° 3 1'1 1 "W40.26W A L N U T L A N E WALNUTLANE W A L N U T L A N E X Y L O I D A V E . 7 9 T H P L A C E Drainage & Utility Easement over all of OUTLOT B Drainage & Utility Easement over all of OUTLOT A D rain a g e & U tilit y E a s e me n t o v e r all o f O U T L O T D OUTLOT B Drainage & Utility Easement over all of OUTLOT B 83835 0 50 N89°36'01"W 980.89 North line of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23 5060 6 0 NOT TANGENT Drainage & Utility Easement over all of OUTLOT C VICINITY MAP BEARING ORIENTATION BASED ON THE NORTH LINE OF THE OUTLOT D RUSH CREEK RESERVE ADDITION WHICH HAS A BEARING OF NORTH 89 DEGREES 36 MINUTES 01 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES IRON MONUMENT FOUND, MARKED AS FOUND GRAPHIC SCALE IN FEET 0 80 160 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT, FOUND 105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NTS) C.S.A.H.10 C.S.A.H.50 SITE FLETCHERLANENOT TO SCALE RUSH CREEK RESERVE SECOND ADDITION SHEET 2 OF 4 SHEETS C.R. DOC. NO. _______________________SITE S00°05'35"W 1784.36 518.62N89°26'36"WFND 1/2 INCHIP OPEN S 4 4°0 5'3 7" W 3 7 3.4 0WET LANDWET LAND 2 121.99N37°18'30"W 42.66N41°27'14"W64.48R=325.00Δ=11°22'05"48.92 R = 100.00 Δ = 28°01'52" 53.30 R = 48.00 Δ = 63°37'11" 60.00N54°28'22"W 15.01 R=108.00Δ=7°57'39"CB=N39°30'27"E 4 5 4 . 6 0 R = 5 2 5 . 0 0 Δ = 4 9 ° 3 6'4 5 " C B = N 4 7 ° 0 6 '4 5 " E 9 7.6 1 N 4 8 ° 3 2'4 6"E43.86N17°21'36"W252.96N40°27'52"W 5 0 .7 1 N 2 1 °5 0 '0 1 "W 101.30R=501.96Δ=11°33'47"CB=N16°33'47"ES78°44'44"E125.00176.93N06°07'17"E 80.70 N02°55'44"E68.1 4 N 0 4 °5 1 '4 4 "W S73°33'40"W125.0068.32N12°06'37"W 3 6 .6 6 R =4 1 5 .0 0 Δ =0 5 °0 3 '4 2 " C B =N1 8 °0 3 '5 0 "W 74.35N07°58'09"E 1 4 0 . 8 7 N 5 0 ° 1 9'4 5 " E 6 1 . 8 3 N 4 9 ° 3 7'2 3 " E 7 8.7 0 N 4 6 °1 3'0 5"E 71.19 N 42°29'06"E60.25N39°11'44"E60.25N36°10'50"E60.25N36°10'50"E71.19N29°52'35"E57.84N30°56'27"E50.73N 56°25'46"E1 2 0 .0 0 N 0 4 °3 6 '4 8 "W 57.87N 83°28'07"ES89°36'01"E406.2348.95S61°57'20"E67.59R=325.00Δ=11°54'57"CB=S55°59'52"E1 2 3.6 4 N 4 8 ° 3 2'4 6 " E 295.00S41°27'14"E52.73S42°41'01"E51.04S57°51'32"E53.12S77°12'08"E54.94S89°21'56"EN81°28'26"E58.68N67°23'26"E52.38N 5 4 ° 0 4'4 8 " E 5 2 .4 1 N40°54'44"E 51.26 N27°58'49"E50.56 N13°54'25"E55.99 N 0 3 °5 4 '1 2 "W 5 6 .2 0N20°5 7 '1 3 "W 5 1 .1 3 N 2 8 °2 5 '4 4 "W 6 7 .3 6 N 2 2 °3 9 '0 7 "W 6 5 .0 3 N 1 6 °5 2 '2 2 "W 6 5 .0 3 N 1 0 °3 4 '0 2 "W 7 6 .8 6N04°1 5 '3 9 "W 6 5 .0 5 N 2 2 °0 8 '5 3 "W 1 7 1 .7 9 N 0 3 °3 4 '1 4 "W 6 0 .9 538.40N16°55'55"E33.02N20°15'37"EN37°41'05"E 55.0033.02N 55°06'33"E38.40N 58°26'15"E65.00N78°56'25"E38.40S80°33'26"E 33.02S77°13'44"E S59°48'16"E55.0033.02 S42°22'48"E 1 2 0.0 0 S 4 9 ° 1 3'2 2 " W 20.00R=61.00Δ=18°47'08"CB=S31°23'04"EN68°00'30"E134.331193.90590.46 174.86N47°57'11"WN43°16'43"W75.884 0 .4 5 N 2 2 °1 5 '5 4 "E63.57N00°05'35"E 321.32 2 7 2.0 1 CB=S55°59'52"E Δ=11°54'57" 67.59 N41°27'14"W232.00N51°53'03"W140.541 2 3 4 5 6 7 8 9 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 17 1210 MATCH LINE 'A'N59°31'02"W119.70N89°36'01"W1700.5178THPLACE78TH PLACE OUTLOT E OUTLOT F OUTLOT G OUTLOT F Drainage & Utility Easement over all of OUTLOT ENortheast corner of theSoutheast Quarter of Sec. 23,Twp. 119, Rng. 23N89°36'01"W980.89North line of the SoutheastQuarter of Sec. 23, Twp. 119,Rng. 23 5 0 506060 60 60606 0 1 0 1.3 9 S HEE T 4 OF 4 S H E E T S S E E DE T AIL A Drainage & Utility Easement over all of OUTLOT G Drainage & Utility Easement over all of OUTLOT F 8 7 RUSH CREEK RESERVE SECOND ADDITION SHEET 3 OF 4 SHEETS PLUG INSCRIBED WITH "STANTEC 43133" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES IRON MONUMENT FOUND, MARKED AS FOUND GRAPHIC SCALE IN FEET 0 80 160 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT, FOUND105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NTS) C.R. DOC. NO. _______________________ VICINITY MAP BEARING ORIENTATION BASED ON THE NORTH LINE OF THE OUTLOT D RUSH CREEK RESERVE ADDITION WHICH HAS A BEARING OF NORTH 89 DEGREES 36 MINUTES 01 SECONDS WEST. C.S.A.H.10 C.S.A.H.50 SITE FLETCHERLANENOT TO SCALE SITE S 4 4°0 5'3 7" W 3 7 3.4 0 78THPLACE121.99N37°18'30"W 42.66N41°27'14"W 64.48R=325.00Δ=11°22'05"48.92R=100.00Δ=28°01'52"Δ=63°37'11"R=48.0053.3060.00N54°28'22"W15.01R=108.00Δ=7°57'39"CB=N39°30'27"E4 5 4 . 6 0 R = 5 2 5 . 0 0 Δ = 4 9 ° 3 6'4 5 " C B = N 4 7 ° 0 6'4 5 " E 9 7 .6 1 N 4 8 ° 3 2'4 6 " E43.86N17°21'36"W252.96N40°27'52"W 5 0 .7 1 N 2 1 °5 0 '0 1 "W20.19S34°35'55"E48.46R=405.00Δ=06°51'19"174.86N47°57'11"WN43°16'43"W75.88N22°15'54"E40.4563 .57N00°05'35"E 321.32 2 7 2.0 1 CB=S55°59'52"E Δ=11°54'57"N41°27'14"W232.00N51°53'03"W140.541 2 3 4 5 6 7 8 9 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 1112 17 1210 N41°27'14"W 150.861 8 1 .2 8 R =2 5 0 .0 0 Δ =4 1 °3 2 '4 8 " S00°05'35"W 119.86 48.24R=78.00Δ=35°26'03" CB=S17°48'36"WN68°29'51"E85.00N68°29'51"E85.0085.00N68°29'51"E3 6 .0 0 3 8 .1 8 2 6 .3 3 3 6 .0 0 3 8 .1 8 2 6 .3 3 S 2 1 °3 0 '0 9 "E 1 0 0 .5 1 S78°53'34"E85.0036.00 38.18 26.33 36.00 38.18 26.33S11°06'26"E 100.5185.00S78°53'34"ES78°53'34"E85.00N 4 8 ° 3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 8 5.0 0 N 4 8 ° 3 2'4 6" E 36.0038.1826.3336.0038.1826.33S41°27'14"E100.51S41°27'14"E100.51N 4 8°3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 8 5.0 0 N 4 8 ° 3 2'4 6" E 36.0038.1826.3336.0038.1826.33S41°27'14"E100.51S41°27'14"E100.5136.00 36.00 26.33 26.33 38.18 38.18N89°54'25"W85.00N89°54'25"W85.00N89°54'25"W85.00S78°53'34"E85.00N89°54'25"W85.00N68°29'51"E85.00N 4 8°3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 S00°05'35"W 100.51 S00°05'35"W 100.51 S00°05'35"W 126.84 S00°05'35"W 126.84N89°54'25"W85.00N89°54'25"W85.00N89°54'25"W85.00N89°54'25"W85.0085.00S78°53'34"ES11°06'26"E 100.51 S 2 1 °3 0 '0 9 "E 1 0 0 .5 1 S41°27'14"E126.84S41°27'14"E126.84N 4 8° 3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 N 4 8 ° 3 2'4 6" E 8 5.0 0 8 5.0 0 N 4 8 ° 3 2'4 6" E 38.1826.3326.3336.0038.1826.3326.3336.00S38°53'53"E126.84S38°53'53"E126.84N 5 1 ° 0 6'0 7 " E 8 5.0 038.1826.3326.3336.0038.1826.3336.0026.33N 5 1 ° 0 6'0 7 " E 8 5.0 0 N 5 1 ° 0 6'0 7 " E 8 5.0 0 N 5 1 ° 0 6'0 7 " E 8 5.0 0 N 5 1 ° 0 6'0 7 " E 8 5.0 0 38.18 26.33 26.33 36.00 3 8.18 2 6.33 3 6.0026.33 Δ=06°51'19"48.46Δ=06°51'19"44.8720.3521.76150.86150.862 0 3 .0 4 Δ =4 1 °3 2 '4 8 " 1 5 9 .5 3 Δ =4 1 °3 2 '4 8 " 119.86 119.86 29.69Δ=35°26'03"CB=S17°48'36"W66.79Δ=35°26'03" CB=S17°48'36"W 2 8 .8 8 S 1 0 °1 7 '5 7 "W 13.75 S33°31'28"E 18.86S52°24'48"WC B = N 4 8 ° 3 5'0 6"E Δ = 0 9 ° 4 6'2 5" 8 9.5 5 CB=N65°58'19"EΔ=011°53'36"108.9830.04Δ=03°16'44"CB=N 58°23'09"E30.00Δ=03°16'28"CB=N55°06'33"E3 0 3 0 3 0 3 0 303030.0030.002 7 2.0 1 21.05N31°20'17"E6.87S41°24'54"E62.57S41°52'02"E3.00S41°18'42"E31.43S30°57'16"E30.35N64°44'17"E5 9 .1 3 S 0 7 °0 7 '2 8 "E 18.02S16°50'55"E S78°22'55"E34.6535.47 36.19 N85°21'42"E121.44N89°54'25"W 116.7926.52Δ=05°25'36"Δ=06°29'08" 31.69DRAINAGE&UTILITYEASEMENTOUTLOT G 78TH PLACE 7 8 RUSH CREEK RESERVE SECOND ADDITION SHEET 4 OF 4 SHEETS PLUG INSCRIBED WITH "STANTEC 43133" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES IRON MONUMENT FOUND, MARKED AS FOUND GRAPHIC SCALE IN FEET 0 40 80 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT, FOUND 105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NTS) C.R. DOC. NO. _______________________ VICINITY MAP BEARING ORIENTATION BASED ON THE NORTH LINE OF THE OUTLOT D RUSH CREEK RESERVE ADDITION WHICH HAS A BEARING OF NORTH 89 DEGREES 36 MINUTES 01 SECONDS WEST. C.S.A.H.10 C.S.A.H.50 SITE FLETCHERLANENOT TO SCALE SITEDETAIL 'A' WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E MAIL E E E CLVT CLVT E E C E E SCONTROL CLVT PROPANE TANK CLVT C TRAN SS ll>>>>> SCONTROL CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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 OFPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 11/05/2020 - 10:54amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Exhibit - Phasing Plan\193804970 Phasing Plan 10-13-2020.dwgXrefs:, 193804970XSPV-PH 1, 193804970XSNO-PH 1, 193804970XSXW, 193804970XSXT, 193804970XSRD, 193804970XSST-PH 1, 193804970XSST - PH 3, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 2THE 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.CONCEPT PLANM/I HOMESCORCORAN, MN 193804970 0 100 200 N 11/5/20 PHASE 2 PHASE 1 PHASE 3 PHASE 1 PHASE 3 PHASE 2 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: April 19, 2022 for the April 22, 2022 City Council Meeting RE: “Town Center Addition” Final Plat for Saint Therese Communities on the property located at 8200 Co Rd No 116 (PID 24-119-23-23-0001) (City File No. 22-023) 60-Day Review Deadline: May 21, 2022 1. Application Request Saint Therese Communities has requested approval of a final plat to create two lots and one outlot. The City is currently the owner of the property and the subdivision will create Lot 1, Block 1 that St. Therese will be acquiring as outlined in the purchase agreement. 2.Background On November 23, 2020, the Council approved a minor subdivision to subdivide the property for sale of the parcel to St. Therese, but the subdivision was never recorded. The preliminary plat, site plan and conditional use permit for the senior living community with 206 units and accessory complementary uses was approved on November 22, 2021. 3.Context Level of City Discretion in Decision-Making 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. Zoning and Land Use The subject property is guided Mixed Use in the 2040 Future Land Use Plan and zoned Downtown Mixed Use (DMU). The property to the south is guided Mixed Use and zoned Downtown Mixed Use, north and east are guided Low Density Residential and zoned Urban Reserve and west is guided Medium Density Residential and zoned Medium Density Residential. The site is located in the Town Center of the Southeast District. Agenda Item: 8c. Town Center Addition Final Plat (city file 22-023) 2 April 28, 2022 Natural Characteristics of the Site There is a large wetland area on the northern portion of the property. A wetland exemption has been approved for the areas outside of Lot 1, Block 1, which are not proposed for development. The south fork of Rush Creek runs through the northern portion of the property. 4. Analysis of Request The final plat creates two lots and one outlot. Lot 1, Block 2 is the City Hall site and will be retained by the City. Outlot A will be part of the new linear park and retained by the City. Lot 1, Block 1 will be purchased by St. Therese for their senior living campus. Park Dedication Requirements Outlot A will be retained by the City of Corcoran as lineal park as envisioned by the Southeast District plan. Ultimately, it will include an off-road trail with landscaping. Park dedication is due for Lot 1, Block 1, Town Center Addition. St. Therese shall pay park dedication as required by ordinance. The following is an outline of the calculation: Phase 1: • Skilled housing: 54 units (26.2%) • Assisted Living: 53 units (25.7%) • Independent Living: 99 units (48.1%) • Total: 206 units Independent living pays the multifamily rate and skilled housing/assisted living pays the commercial rate. • Independent living: 99 units x $3,141 = $310,959.00 • Skilled housing and assisted living: 6.68 acres (51.9% of 12.88 acres) x $52,432 (appraised value) = $350,245.75; $350,245.75 x .03 = $10,507.37 • TOTAL = $310,959.00+ $10,507.37 = $321,466.37 Preliminary Plat The plat would subdivide the City property into three parcels in “Town Center Addition”: 1. Lot 1, Block 1 = 12.88 acres to be sold for the St. Therese campus 2. Lot 1, Block 2 = 57.84 acres to be retained by the City for Corcoran City Hall property 3. Outlot A = 3.69 acres to be retained by the City for the lineal park All parcels exceed the 20,000 sq. ft. minimum lot size required in the DMU zoning district. The preliminary plat also includes dedication of right-of-way for County Road 116 as required by Hennepin County and right-of-way for City Center Drive and 79th Place. Town Center Addition Final Plat (city file 22-023) 3 April 28, 2022 Conclusion Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Zoning Plan and Zoning Ordinance and finds that the standards for a final plat have been met. The applicant is continuing to work to address the site plan and conditional use permit conditions prior to building permit application. Approval of the final plat will allow the public infrastructure improvements to begin after closing on the purchase of the property. 5. Recommendation Move to adopt Resolution 2022-45 approving the final plat for “Town Center Addition” Attachments a. Resolution 2022-45 approving the preliminary plat for “Town Center Addition” b. Development Contract c. City Engineer’s memo dated April 4, 2022 d. Location Map e. Final Plat received March 22, 2022 f. Civil Plans received April 15, 2022 g. Architectural Plans received April 15, 2022 h. Landscape Plans received April 15, 2022 City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-45 Page 1 of 4 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR APPROVING PRELIMINARY PLAT FOR “TOWN CENTER ADDITION” AT 8200 CO RD NO 116 (PID 24- 119-23-23-0001) (CITY FILE NO. 22-023) WHEREAS, Saint Therese Communities (“the applicant”) has requested approval of “Town Center Addition” a senior living community on property legally described as follows: See Attachment A NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY 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 to create two lots and one outlot for “Town Center Addition,” in accordance with the plans and application received on March 22, 2022, April 14, 2022 and April 15, 2022, except as amended by this resolution. 2. The development contract must be executed by the developer and the City and must be filed with the final plat. 3. Approval is subject to the preliminary approvals (Resolutions 2021-130 and 2021-131). 4. The plans must be revised to comply with the City Engineer’s memo dated April 4, 2022. 5. Park dedication is due for Lot 1, Block 1 and shall be cash-in-lieu of land, prior to release of the final plat for recording. Final park dedication amounts will be based on the fee schedule in place at the time the final plat is released for filing, but is currently estimated at $321,466.37 as outlined in the staff report. FURTHER, prior to release of the final plat for recording: 6. The following documents must be approved by the City Attorney: a. Stormwater Maintenance Agreement b. Development Contract c. Reciprocal Easement and Operating Agreement (“REOA”) d. An encroachment agreement for all private improvements located within public easements. e. An encroachment agreement for public improvements on Lot 1, Block 1. 7. Letter of credit must be in place and fees paid. FURTHER, that the following conditions must be met prior to issuance of building permits: 8. The applicant must file the final plat at Hennepin County within 2 years of the date of approval of the approval shall expire. City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-45 Page 2 of 4 9. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Development Contract c. Reciprocal Easement and Operating Agreement (“REOA”) d. An encroachment agreement for all private improvements located within public easements. e. An encroachment agreement for public improvements on Lot 1, Block 1. 10. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 11. The applicant must address all conditions of the preliminary approvals (Resolutions 2021-130 and 2021-131). FURTHER, that the following conditions must be met prior to release of remaining escrow: 12. Lot and corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. 13. 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 Whereupon, said Resolution is hereby declared adopted on this 28th day of April 2022. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-45 Page 3 of 4 Attachment A DESCRIPTION OF PROPERTY SURVEYED (Per Certificate of Title No. 821472) Par 1: All that part of the following described tract: The Southwest quarter of the Northwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, except the North 152 feet of the West 161 feet as measured along the North and West lines thereof, and except the West 339.11 feet thereof lying South of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter, thence North along the West line of said Southwest Quarter of the Northwest Quarter a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly deflecting 77 degrees, 18 minutes, 13 seconds right, a distance of 347.61 feet to the East line of said West 339.11 feet and said line there terminating. which lies East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. Par 2: That part of the Northwest quarter of the Southwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, lying East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. AND (Per Certificate of Title No. 1150838) That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. AND (Per Certificate of Title No. 1150839) The West 339.11 feet of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota lying south of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter; thence North along the West line of said Southwest Quarter of the Northwest Quarter, a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly deflecting 77 degrees 18 minutes 13 seconds right, a distance of 347.61 feet to the East line of City of Corcoran April 28, 2022 County of Hennepin State of Minnesota RESOLUTION NO. 2022-45 Page 4 of 4 said West 339.11 feet of the Southwest Quarter of the Northwest Quarter and said line there terminating. which lies East of a line drawn parallel with a distant 40.0 feet Easterly of the West line of said Section 24; except that part thereof described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) TOWN CENTER ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and St. Therese Communities, a Minnesota nonprofit corporation (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 Town Center Addition (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 March 22, 2022 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated March 22, 2022 Plan C – Final Utility Plan, dated March 22, 2022 Plan D– Final Landscape Plan, dated April 15, 2022 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 • 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. - 3 – 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. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make improvements to County Road 116 at the intersections of the future City Center Drive and 79th Place providing access to the site, build City Center Drive and 79th Place, extend municipal sanitary sewer and water to the site and complete grading and stormwater improvements. The public improvements are more fully detailed in the Feasibility Study dated June 2019, prepared by Wenck Associates, Inc. The developer agrees to fund off-site improvements as noted in this Contract. a. The following improvements are required. The City shall design, bid and manage the projects and the developer shall pay for the following improvements, which shall be paid at the time the final plat is released for recording unless otherwise noted: • The developer shall pay their share of the cost of the transportation improvements based on the Civic Center Drive and 79th Place Feasibility Study, which was estimated at $2,072,500. The developer’s cost for these improvements is estimated at $280,657.08. The construction of these roadway improvements includes; o City Center Drive. Construction of a new City Center Drive beginning at County Road 116 at the south City Hall access and continuing down to a new 79th Place. o 79th Place. Construction of a new access off of County Road 116 just north of 7938 County Road 116. o 79th Place/CR 116 Turn Lanes. o City Center Drive/CR Turn Lanes. • CSAH 116 Water Extension. Water extension is necessary and shall be constructed by the - 4 – developer with this development. The extension of the watermain along CSAH 116 is being considered in conjunction with the Rush Creek Reserve Development. The project costs and credits are anticipated to be split with the Rush Creek Reserve with each being responsible for ½ of the total project costs and each receiving ½ of the eligible TLAC Credits. If the Rush Creek Reserve Development does not proceed, the Town Center Addition development shall be responsible for the full project costs and eligible for the full TLAC Credits. The project costs are estimated at $807,000 and developer shall be responsible for establishing a LOC for half $403,500 at the time of this agreement. • Sanitary Sewer Extension. The developer shall provide a financial guarantee to the City for the cost of the extension of a sanitary sewer connection to the available sanitary sewer stub at Rush Creek Reserve. The extension is in needed to service the St. Therese project. The developer shall be responsible for the total project cost of these improvements. The City estimates the project total will be $436,000. • City Center/79th Place Utilities. The developer shall provide a financial guarantee to the City for the cost of the City Center Drive/79th Place Utility Costs. The extension is in needed to service the St. Therese project. The developer shall be responsible for the total project cost of these improvements. The City estimates the project total will be $ 876,289.00. • City Center/79th Place Mass Grading and Subregional Ponding. The developer shall provide a financial guarantee to the City for the cost of the Mass Grading, Stormwater Pipe Oversizing and Subregional Ponding Costs. The City estimates the project total will be $2,123,972.72 and the developer shall be responsible for $1,021,286.60. b. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost versus the actual cost of each improvement. c. The developer has previously provided $7,500 in cash escrow for a portion of the offsite improvement design. The developer has also entered into a cost share agreement for the design portion of the City Center/79th Place Mass Grading. d. Developer shall provide $50,000 in cash for the design and bidding of the additional offsite improvements. 10. 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. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: - 5 – • Minnesota Department of Health for Watermains/Wells • NPDES Permits • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition 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 - 6 – • 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 provide cash-in-lieu of land to meet the park dedication requirements. Prior to release of the final plat, the Developer shall satisfy the park dedication requirements for this phase by a cash contribution of $321,466.37. 19. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 12.9 net acres (based on pre-developable area) $8,596 per acre = $110,888.40. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 20. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 112 SAC units x $1,004.00 ($130,650.00) = $112,448.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 21. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 12.9 net acres (based on pre-developable area) x $7,405.00 per acre = $95,524.50. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 22. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 112 SAC units x $995.00 per unit = $11,440.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 23. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. For the Town Center Addition, the Sewer TLAC Credits are estimated at $130,340 and the Water TLAC Credits are estimated at $124,450. For Town Center Addition the credits shall be applied as follows: Sewer TLAC = $95,524.50 – $130,340 = $0 TLAC Fees Due Water TLAC = $110,888.40- $124,450 = $0 TLAC Fees Due - 7 – Credits may be adjusted if Rush Creek Reserve does not participate in the CSAH 116 Watermain Extension. 24. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Prior to issuance of building permits, the Developer must obtain City approval for a temporary access and must maintain that access. The Developer must identify parking areas and delivery zoning for building construction. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. 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. 25. 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. 26. 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. 27. 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. - 8 – 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, 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. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals (Resolutions 2021-130 and 2021-131) is required. B. The Developer shall post a $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 3 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. C. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. D. The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 29. 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 - 9 – 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 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. - 10 – 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. 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. O. The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building code, as determined by the Building Official. 30. 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. 31. 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 wearing 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 - 11 – architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 32. 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 $4,227,800.56, which represents 100 percent of the estimated cost of the Improvements. The letter of $4,227,800.56credit shall include an automatic renewal clause. 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. The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $1,024,414 $39,765 $1,064,179 Watermain System $691,375 $177,896 $869,271 Stormwater System $21,405 $390,905 $412,310 Street Construction $307,008 $307,008 Street Lighting $68,891 $68,891 Grading/Erosion Control $1,021,286 $794,683 $1,021,286 Landscaping/Tree Preservation $375,717 $375,717 Setting Iron Monuments $0 Installing Wetland Buffer Monuments* $300 $300 SUB-TOTAL: $2,758,480 $1,360,482 $4,118,962.00 City Design, Inspection and Administration (8%) $108,838.56 $108,838.56 Total: $2,758,480 $1,469,321 $4,227,800.56 Total Project Cost $4,227,800.56 (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 - 12 – 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. 33. 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 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. 34. 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: - 13 – Water Supply Trunk line area charge (TLAC) $ 0 Sanitary Sewer Trunk line area charge (TLAC) 0 Park Dedication 321,466.37 Street Improvements 280,657.08 Off-site Engineering Design 50,000 Engineering Escrow 50,000 TOTAL CASH REQUIREMENTS LEVIED: $ 652,123.45 35. 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: _______________________________ _______________________________ _______________________________ 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. 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”) DESCRIPTION OF PROPERTY SURVEYED (Per Certificate of Title No. 821472) Par 1: All that part of the following described tract: The Southwest quarter of the Northwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, except the North 152 feet of the West 161 feet as measured along the North and West lines thereof, and except the West 339.11 feet thereof lying South of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter, thence North along the West line of said Southwest Quarter of the Northwest Quarter a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly deflecting 77 degrees, 18 minutes, 13 seconds right, a distance of 347.61 feet to the East line of said West 339.11 feet and said line there terminating. which lies East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. Par 2: That part of the Northwest quarter of the Southwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, lying East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. AND (Per Certificate of Title No. 1150838) That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. AND (Per Certificate of Title No. 1150839) The West 339.11 feet of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota lying south of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter; thence North along the West line of said Southwest Quarter of the Northwest Quarter, a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly deflecting 77 degrees 18 minutes 13 seconds right, a distance of 347.61 feet to the East line of said West 339.11 feet of the Southwest Quarter of the Northwest Quarter and said line there terminating. which lies East of a line drawn parallel with a distant 40.0 feet Easterly of the West line of said Section 24; except that part thereof described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. 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, PE, City Engineer Steve Hegland, PE Project: St. Therese Senior Living Date: 4/18/2022 Exhibits: This Memorandum is based on a review of the following documents: 1. Development Application Package - Final Plat, Signed dated March 18, 2022 2. Hydrology Calculations (Stormwater Management Plan), Submitted by BKBM Engineers, Dated January 7, 2022 3. Preliminary Plat Plan, Prepared by Sunde Land Surveying, dated February 17, 2022. 4. Site Plan Set, Prepared by BKBM dated January 12, 2022 5. St. Therese Landscape Submittal, Prepared by BKBM dated February 24, 2022 Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in response to the following comments provided in this Memorandum in which the applicant provides a written response to each item. 2. In addition to engineering related comments per these plans, the proposed plans are subject to addition planning, zoning, land-use, and other applicable codes of the City of Corcoran. 3. Update City detail plates to 2022 Standard Detail Plates. Plat: 1. The D&U easements shown on the Civil plans do not appear to match the final plat. Update easements within the civil plans to match plat. 2. Portions of the building are shown within the D&U easements to meet the design standards of the downtown district. An encroachment agreement will be necessary for all private improvements located within public easements. 3. D&U easement will be necessary over the drainage swale which conveys runoff from west to east along the north side of the proposed improvements. Erosion Control/SWPPP 1. Plans submit on 3/22/2022 did not include the SWPPP documents. Provide SWPPP in plan resubmittal. April; 18, 2022 St. Therese Senior Living Kevin Mattson Page 2 of 3 Sewer and Water Utilities 1. The utilities shown within City Center Drive are assumed to be installed with the City Center Drive Project which will include the construction the public roadways and utilities to support the development. All utility locations and stubs as shown on drawings may be adjusted with the final City design if necessary. 2. Coordinate location, size, alignment and grade prior to installation. a. Offsite watermain adjacent to County Road 116 shown at location 75’ off County Road Centerline. Modifications may be made with final design. 3. Revise invert at SSWR #9 to 936.1 4. Confirm necessity of sewer stub off 79th Place for future Independent Living with city staff. 5. Provide approximate locations for service stubs to north parcel. 6. Utility services will be stubbed to property lines as part of the City led project. 7. Hydrant leads will be stubbed to valves on watermain installed along County Road 116 located at edge of lineal park. 8. Hydrants along the City Center Drive and 79th Place corridor are anticipated to be part of the City led project. Hydrants extended beyond property lines or installed off private waterlines will be the responsibility of the development. 9. A grinder pump will be required to be installed prior to discharge into the sewer system. Transportation 1. City Center Drive and 79th Place are assumed to be constructed as a City lead project in conjunction with the St. Therese Development. Coordination and adjustment to entrance locations will be necessary and will be coordinated with final design. 2. Provide turn movements for updated site plan with vehicle types as provided by public safety. 3. Provide wider access to east entrance on 79th Place to accommodate emergency vehicles. 4. All pedestrian ramps to be ADA compliant. 5. Final site plan shall identify all ADA compliant access routes throughout the site, including details for pedestrian landings w/ spot elevations. Grading /Stormwater 1. The stormwater management for this site is intended to be treated with a regional pond which will manage runoff from the St. Therese Site as well as, the city streets and even potentially future development. The city and St. Therese have worked together through the design of a regional treatment system and a cost share agreement for the April; 18, 2022 St. Therese Senior Living Kevin Mattson Page 3 of 3 constructed system will be necessary. If for whatever reason, a stormwater management agreement cannot be reached, St. Therese will be responsible for managing the stormwater runoff from their site entirely within their parcel to meet all City, Watershed, State and other agency regulations. Accommodating this standard will require additional changes to the site plan that are not specifically noted in these comments. 2. Developer needs to adjust Storm manhole #2 to Storm manhole #1 to tie into City Center Drive manhole at a downstream invert elevation of 936.8 or higher. 3. Provide updated proposed storm sewer plan sheets with rim elevations, inverts, sizes, material, and shape. 4. Provide updated rational method spreadsheet to verify any changes made. 5. Provide STRM#45 to STRM #55 on the Stormsewer Table Located on sheet C200. 6. Label EOF elevation for the stormwater captured at the SE entrance at outside of the SW underground parking drive. Low openings shall have 1’ of separate to EOF’s. Landscaping 1. Landscaping plan to be reviewed by others. 2. Adjust tree spacing along west of site to avoid conflicts with water hydrant stubs. End of Comments Hennepin County Property Map Date: 1/20/2022 Comments: 1 inch = 800 feet PARCEL ID: 2411923230001 OWNER NAME: City Of Corcoran PARCEL ADDRESS: 8200 Co Rd No 116, Corcoran MN 55340 PARCEL AREA: 78.88 acres, 3,436,132 sq ft A-T-B: Torrens SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Commercial-Preferred HOMESTEAD: Non-Homestead MARKET VALUE: $0 TAX TOTAL: $0.00 ASSESSED 2021, PAYABLE 2022 PROPERTY TYPE: Commercial HOMESTEAD: Non-Homestead MARKET VALUE: $0 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is 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 2022 PAGE 1 OF 1Drawn By: SANDYDate:3/10/2022Scale: AS NOTEDRevisions# Date CommentsST. THERESECORCORAN, MNChecked By: JILLGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.Luminaire ScheduleSymbolQtyLabelCalculation SummaryLabelCalcTypeUnitsArrangementLLFDescriptionArr. WattsLum. LumensAvgMaxMinAvg/MinMax/MinCENTERLINE OF STREETIlluminanceFc5AA20.000.10.0N.A.N.A.Single0.846RAYON T349LED-240-UNV-40K-T2-BZ MOUNT ON 20FT POLE WITH 2FT BASE239.1224567PROPERTY LINEIlluminanceFc0.130.40.0N.A.N.A.SITE GROUND6AA4IlluminanceFc0.9817.6Single0.846RAYON T349LEDB-170-UNV-40K-T4-BZ ON 20FT POLE 2FT BASE166.25177900.0N.A.N.A.EAST PARKINGIlluminance4AA4HFc2.394.01.02.394.00MAIN DRIVE ENTRANCESINGLE0.592RAYON T349LEDB-170-UNV-40K-T4-BZ-HS ON 20FT POLE WITH 2FT BASE 239.7721520IlluminanceFc2.497.10.64.1511.83NORTH PARKINGIlluminanceFc2.745.31.02.745.30NW PARKINGIlluminanceFc2.927.21.02.927.20SE PARKING2AA52Back-Back0.84612CC4Single0.900LUMEC MPTR-35W32LED4K-G3-LE4-VOLT-BRTX MOUNTED ON APR4 10FT WITH LBC1 BASE COVER36399310DDSingle0.900ELITE HH6-LED-2000L-DIM10-MVOLT-WD-40K-90-HH6-650L-SHZ-SHZRAYON T349LED-240-UNV-40K-T5-BZ ON 20FT POLE WITH 2FT BASE479.74250321BB2Single0.846RAYON T349LEDB-119-UNV-40K-T2-BZ MOUNTED ON 20FT POLE WITH 2FT BASE119.58127928CC2Single0.900LUMEC MPTR-35W32LED4K-G3-LE2-VOLT-BRTX MOUNTED ON APR4 10FT WITH LBC1 BASE COVER3640079CC2-HSSingle0.900LUMEC MPTR-35W32LED4K-G3-LE2-VOLT-BRTX-HSMOUNTED ON APR4 10FT WITH LBC1 BASE COVER36289722.720135WP1SINGLE0.900ELITE OWP-FC-201-LED-4500L-MVOLT-40K-XX WALL MOUNT AT APPROX 10FT45.2461124WP2SINGLE0.900ELITE OWP-FC-116-LED-1500L-DIM10-MVOLT-40K-XX WALL MOUNT AT APPROX 8FT12.41674IlluminanceFc2.957.11.32.275.46SOUTHWEST PARKINGIlluminanceFc2.795.11.71.643.00WEST PARKINGIlluminanceFc3.339.20.84.1611.50Plan ViewScale: 1 inch= 60 Ft.PARKING NO PARKING NO PARKINGNONO PARKING DROP-OFF ZONEPARKINGNOPARKINGNOCULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELDPINTO DRIVE(H.C.S.A.H. 116, PLAT 21)OHEOHEOHEOHEOHEOHEOHE OHE9509469669649629609589569549529509489 8 4980972974976978970968982 GAS(P)GAS(P)GAS(P)GAS(P)GAS(P)WETLAND DELINEATION AS SUPPLIED TO SUNDE LAND SURVEYING BY BKBM ENGINEERS AUGUST 25, 2020WETLAND DELINEATION AS SUPPLIED TO SUNDE LAND SURVEYING BY BKBM ENGINEERS AUGUST 25, 2020WETLAND DELINEATION AS SUPPLIED TO SUNDE LAND SURVEYING BY BKBM ENGINEERS AUGUST 25, 2020WETLAND DELINEATION AS SUPPLIED TO SUNDE LAND SURVEYING BY BKBM ENGINEERS AUGUST 25, 202015" CMP10" APL(ARCH. 100.0)FFE 954.00PROPOSED BUILDING(ARCH. 100.0)ASSISTED LIVING FFE 954.00(ARCH. 100.0)ASSISTED LIVING FFE 954.00(ARCH. 100.0)FFE 9XX.00LFE 9XX.00FUTURE INDEPENDENT LIVING LIVING(ARCH. 100.0)FFE 954.00LONG TERM CAREW.O. 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0.90.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 1.5 1.7 1.8 1.9 2.2 2.7 4.3 6.3 4.7 2.6 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.6 3.3 7.5 7.4 4.2 2.8 2.1 1.3 0.8 0.8 1.4 3.0 6.1 3.2 0.9 0.5 0.5 0.5 0.5 0.6 3.3 4.9 1.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 2.8 2.2 1.8 2.0 2.6 3.2 5.4 6.3 6.5 1.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.6 3.2 7.4 7.2 4.0 2.6 1.9 1.1 0.6 0.5 0.7 0.8 0.6 0.6 0.4 0.2 0.2 0.2 0.2 0.4 1.9 5.8 2.9 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.8 4.9 2.3 1.6 1.7 1.9 2.2 3.5 4.0 3.8 1.0 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.4 0.9 3.7 4.3 3.1 2.3 2.0 1.8 0.6 0.3 0.20.7 2.4 3.0 1.0 0.1 0.5 2.00.0 0.1 0.1 0.1 0.1 0.1 0.2 0.6 2.8 3.9 2.0 1.5 1.6 1.6 1.4 1.0 0.8 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.3 0.8 2.2 2.5 2.9 2.3 2.2 4.90.2 0.2 0.8 0.7 0.2 0.8 5.70.0 0.1 0.1 0.2 0.3 0.2 0.1 0.2 0.4 1.1 1.9 1.5 1.4 1.6 1.3 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.4 1.0 1.9 2.3 2.5 2.3 2.5 8.40.6 0.3 0.4 1.3 1.4 0.4 0.3 0.4 0.8 2.1 1.6 1.0 1.3 2.1 2.1 1.3 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.7 1.4 1.9 2.4 2.3 1.9 2.0 5.69.0 1.4 2.9 7.1 7.4 3.2 1.5 1.9 4.6 6.6 5.9 2.5 1.7 3.2 3.9 2.3 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.3 1.2 1.9 2.5 2.4 2.0 1.6 1.2 1.2 0.50.0 0.02.2 0.9 1.4 1.6 1.8 1.8 1.3 1.3 1.5 1.6 1.9 2.0 2.0 3.8 6.5 3.5 1.1 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.5 2.2 3.3 3.2 2.4 1.9 1.5 1.0 0.6 0.30.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.3 0.9 0.6 0.3 0.3 0.3 0.9 2.2 4.4 6.6 4.0 2.0 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 1.7 5.3 6.6 4.2 2.6 2.0 1.5 0.9 3.1 4.70.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 5.1 4.30.0 0.0 0.0 0.1 0.5 5.5 2.31.1 3.3 6.4 7.4 6.7 2.8 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 1.7 6.1 7.2 4.6 2.7 2.0 2.0 1.6 4.5 7.0 8.60.3 0.1 0.0 0.0 0.0 0.0 0.2 0.8 1.60.0 0.1 0.2 0.1 0.21.3 3.8 5.9 6.6 5.9 2.7 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 0.8 3.1 4.4 3.5 2.4 1.9 3.3 3.8 0.5 0.33.3 0.5 0.0 0.0 0.1 0.1 0.2 1.1 2.80.0 0.1 1.6 2.11.9 4.6 4.2 7.3 3.9 1.6 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.3 1.5 2.3 2.8 2.1 1.7 3.3 5.7 0.7 0.20.3 0.1 0.1 0.2 0.4 0.6 3.5 5.6 0.60.0 0.2 2.7 7.52.4 5.3 3.6 5.7 3.1 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.2 0.9 1.6 1.8 1.9 1.6 3.3 6.2 0.5 0.20.0 0.6 0.7 0.7 2.0 1.9 4.1 6.02.4 4.9 2.9 3.3 1.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.2 0.4 1.0 1.2 1.3 1.3 2.4 2.2 0.3 0.29.3 3.1 3.8 7.0 6.5 3.7 4.10.2 1.2 3.3 2.0 1.7 1.0 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 0.9 0.9 1.2 0.8 0.2 0.12.3 1.8 1.3 1.3 1.4 1.7 2.4 1.00.5 1.8 1.2 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.0 0.8 0.4 0.20.2 0.1 0.2 0.2 0.8 2.3 0.81.0 1.9 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.2 0.2 0.5 0.9 1.5 1.6 0.8 0.4 0.20.1 0.1 0.1 0.4 2.2 4.6 0.82.7 3.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.3 0.3 0.7 1.9 2.8 3.0 2.9 0.7 0.5 0.3 0.2 0.20.2 0.20.2 0.1 0.2 0.2 0.2 0.2 0.6 3.4 6.4 0.82.0 3.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.2 0.4 0.5 1.1 3.3 4.5 2.9 4.2 6.1 1.1 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.6 2.4 4.7 1.012.63.3 3.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.5 0.7 1.5 4.8 6.8 2.9 1.8 4.2 4.5 0.8 0.8 0.8 0.5 0.6 0.9 0.9 1.2 1.3 0.8 0.8 0.9 0.8 0.6 0.8 1.4 2.6 1.7 4.5 17.6 11.0 1.2 0.6 3.6 11.3 0.7 0.4 0.3 0.3 0.4 0.7 0.2 0.2 1.1 1.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.3 3.0 5.0 6.1 4.2 2.1 1.4 2.7 1.8 1.3 1.5 1.3 1.5 2.2 3.8 6.7 7.1 4.4 2.4 1.6 1.5 1.2 1.5 1.6 1.9 1.6 1.8 3.4 2.9 1.3 0.9 0.8 0.8 0.8 0.8 1.0 2.2 5.1 5.7 4.4 1.5 0.6 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.6 3.5 9.3 5.9 6.2 2.6 1.1 1.5 1.9 1.8 1.9 2.1 2.2 2.2 2.4 2.4 2.1 2.4 2.2 2.0 2.1 2.2 2.0 1.9 1.9 1.7 1.3 1.2 1.3 1.3 1.4 1.3 1.2 1.4 1.3 1.4 1.7 1.7 1.5 1.5 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.5 3.3 6.0 5.8 4.6 2.2 1.2 1.3 2.0 2.3 2.6 3.1 3.0 2.5 2.3 1.9 1.6 1.7 2.2 2.4 2.8 3.3 2.9 2.4 2.2 1.6 1.2 1.2 1.5 1.7 1.8 2.0 2.1 1.9 1.7 1.5 1.1 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.5 0.8 1.7 4.8 6.9 3.1 1.6 1.2 1.3 1.7 2.6 4.0 5.4 5.0 3.5 2.2 1.7 1.5 1.6 1.9 3.0 4.5 5.7 4.7 3.2 1.9 1.5 1.1 1.2 1.6 2.2 2.4 2.8 3.0 2.5 2.2 1.9 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.4 0.6 1.2 3.7 5.0 2.5 1.1 0.9 1.0 1.5 2.2 3.8 6.2 6.0 3.1 1.9 1.4 1.1 1.3 1.7 2.5 4.4 6.4 5.1 2.7 1.7 1.2 0.9 1.0 1.5 2.1 3.4 4.7 5.3 4.0 2.7 1.6 1.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.3 0.4 0.8 2.1 2.9 2.0 0.8 0.4 0.4 0.7 1.1 1.6 4.2 3.7 1.4 0.9 0.5 0.3 0.4 0.7 1.1 1.9 4.2 2.5 1.2 0.7 0.4 0.4 0.7 1.2 1.8 2.9 5.9 6.0 3.9 2.2 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.2 0.2 0.4 1.0 1.5 1.4 0.6 0.3 0.2 0.2 0.3 0.6 0.9 1.0 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.7 0.8 0.8 0.3 0.2 0.1 0.1 0.2 0.5 0.9 1.5 3.7 4.3 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.8 0.8 0.5 0.2 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.0 0.9 0.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.30.20.30.30.20.20.20.20.20.20.30.30.30.30.30.30.30.20.20.20.20.20.20.30.30.30.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.40.40.20.10.10.10.10.10.20.20.30.30.30.30.30.30.20.20.10.10.10.00.00.00.00.00.0NORTH PARKINGEAST PARKINGNW PARKINGWEST PARKINGSOUTHWEST PARKINGMAIN DRIVE ENTRANCETYPE DDTYPE CCTYPE WP2TYPE CC POLETYPE CC POLE BASETYPE AA / BBTYPE WP1 UPUPRESIDENTSTORAGE 27UNITSG004SOILEDLINENE011PARKINGGARAGEG000RESIDENTSTORAGE 10UNITSG003SUPPORTG002STAIR BG050BELEVF007ASTAIR DF052STAIR CF054TRASHF006SUPPORTF001SUPPORTF002SUPPORTF004SUPPORTF003VESTIBULEG050PARKINGGARAGEF000CORRIDORG051ELEV.LOBBYF007DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2021 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.NOT FORCONSTRUCTIONKEY PLAN8200 COUNTY ROAD 116CORCORAN, MN 5534020398FINAL PLATST. THERESE19181RevisionsNo.DescriptionDateJoel W. Maire, PEBKBMENGINEERS04-15-2022WHGKD04-15-20226120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comC303SITE PLANDATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2021 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.NOT FORCONSTRUCTIONKEY PLAN8200 COUNTY ROAD 116CORCORAN, MN 5534020398FINAL PLATST. THERESE19181RevisionsNo.DescriptionDateJoel W. Maire, PEBKBMENGINEERS04-15-2022WHGKD04-15-20226120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com STAFF REPORT Agenda Item 9a. Council Meeting: April 28, 2022 Prepared By: Maggie Ung Topic: Awarding the Sale of General Obligation Bond – Series 2022A Action Required: Approval Summary: At the February 24, 2022 Council meeting, a resolution was approved providing for the issuance and sale of bonds to fund the 2022-2023 Capital Improvement Plan and refund the 2014B Utility Revenue Bond. The total issuance was adopted for approximately $4,130,000. Since rates have increased significantly, the savings from the refunding portion has decreased and removed. The updated issuance will be for $1,860,000. In advance of the sale a rating call was held with Moody’s Investor Services who re-affirmed the City’s rating at Aa3. Attached to this report is a draft resolution awarding the sale of the bonds which will take place the morning of April 28th. It will be updated after the sale. Tammy Omdal of Northland Securities will present the Council with specific information regarding the sale at the meeting. Financial/Budget: The total issuance is $1,860,000 (including cost of issuance) for the 2022-2023 Capital Improvement Plan. The debt service levy will be paid by property taxes. Options: 1.Approve Resolution 2022-48 Awarding the Sale of General Obligation Bonds – Series 2022A. 2. Decline the sale. Recommendation: Approve Resolution 2022-48 Awarding the Sale of General Obligation Bonds – Series 2022A. Council Action: Consider a motion to approve Resolution 2022-48 Awarding the Sale of General Obligation Bonds – Series 2022A. Attachments: 1.Resolution 2022-48 Awarding the Sale of General Obligation Bonds – Series 2022A CR100-23-791320.v1 Extract of Minutes of Meeting of the City Council of the City of Corcoran, Hennepin County, Minnesota Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Corcoran, Minnesota, was duly held in the City Hall in said City on Thursday, April 28, 2022, commencing at 7:00 P.M. The following members of the Council were present: and the following were absent: * * * * * * * * * The Mayor announced that the next order of business was consideration of the proposals which had been received for the purchase of the City’s General Obligation Equipment Certificates of Indebtedness, Series 2022A, to be issued in the aggregate principal amount of $1,860,000. The City Administrator presented a tabulation of the proposals that had been received in the manner specified in the Notice of Sale for the Certificates. The proposals are as set forth in Exhibit A attached. After due consideration of the proposals, Member ____________________ then introduced the following written resolution, the reading of which was dispensed with by unanimous consent, and moved its adoption: CR100-23-791320.v1 2 RESOLUTION NO. 2022-48 A RESOLUTION AWARDING THE SALE OF $1,860,000 GENERAL OBLIGATION EQUIPMENT CERTIFICATES OF INDEBTEDNESS, SERIES 2022A; FIXING THEIR FORM AND SPECIFICATIONS; DIRECTING THEIR EXECUTION AND DELIVERY; AND PROVIDING FOR THEIR PAYMENT BE IT RESOLVED By the City Council (the “City Council”) of the City of Corcoran, Hennepin County, Minnesota (the “City”) as follows: Section 1. Sale of Certificates. 1.01 Authorization. It is hereby determined that: (a) the City is authorized by Minnesota Statutes, Sections 410.32 and 412.301 (the “Act”) to issue its General Obligation Equipment Certificates of Indebtedness, Series 2022A (the “Certificates”) in the original aggregate principal amount of $1,860,000on such terms and in such manner as the City determines to finance the acquisition of items of capital equipment (the “Equipment”), as described in an authorizing resolution adopted by the City Council of the City on February 24, 2022; (b) as required by the Act, (i) the expected useful life of each item of Equipment is or will be at least as long as the term of the Certificates; and (ii) the principal amount of the Certificates will not exceed 0.25% of the estimated market value of taxable property in the City for the year 2022, which is the market value as last finally equalized. (c) it is necessary and expedient to the sound financial management of the affairs of the City to issue the Certificates pursuant to the Act to provide financing for the Equipment. (d) the City is authorized by Section 475.60, subdivision 2(9) of the Act to negotiate the sale of the Certificates it being determined that the City has retained an independent municipal advisor in connection with such sale. The actions of the City staff and municipal advisor in negotiating the sale of the Certificates are ratified and confirmed in all aspects. 1.02. Award to the Purchaser and Interest Rates. The proposal of ________________, _________, _________ (the “Purchaser”) to purchase the Certificates is hereby found and determined to be a reasonable offer and is hereby accepted, the proposal being to purchase the Certificates at a price of $___________ (par amount of $1,860,000, [plus a premium of $_____________][less an original issue discount of $_________] and less an underwriter’s discount of $___________), plus accrued interest, if any for Certificates bearing interest as follows: CR100-23-791320.v1 3 Year Interest Rate 2024 % 2025 2026 2027 2028 2029 2030 2031 2032 1.03. Purchase Contract. The amount proposed by the Purchaser in excess of the minimum bid shall be credited to the accounts in the Debt Service Fund hereinafter created or deposited in the accounts of the Capital Fund hereinafter created, as determined by the City Administrator in consultation with the City’s municipal advisor. The City Administrator is directed to retain the good faith check of the Purchaser, pending completion of the sale of the Certificates. The Mayor and the City Administrator are directed to execute a contract with the Purchaser on behalf of the City. 1.04. Terms and Principal Amount of the Certificates. The City will forthwith issue and sell the Certificates pursuant to the Act, in the original aggregate principal amount of $1,860,000, originally dated the date of issuance, in fully registered form, in the denomination of $5,000 each or any integral multiple thereof, numbered No. R-1, upward, bearing interest as above set forth, and maturing serially on February 1 in the years and amounts as follows: Year Amount 2024 $ 2025 2026 2027 2028 2029 2030 2031 2032 1.05. Optional Redemption. The City may elect on February 1, 2030, and on any day thereafter to prepay Certificates due on or after February 1, 2031. Redemption may be in whole or in part and if in part, at the option of the City and in such manner as the City will determine. If less than all Certificates of a maturity are called for redemption, the City will notify DTC (as defined in Section 7 hereof) of the particular amount of such maturity to be prepaid. DTC will determine by lot the amount of each participant’s interest in such maturity to be redeemed and each participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. Prepayments will be at a price of par plus accrued interest. CR100-23-791320.v1 4 Section 2. Registration and Payment. 2.01. Registered Form. The Certificates will be issued only in fully registered form. The interest thereon and, upon surrender of each Certificate, the principal amount thereof, is payable by check or draft issued by the Registrar described herein. 2.02. Dates; Interest Payment Dates. Each Certificate will be dated as of the last interest payment date preceding the date of authentication to which interest on the Certificate has been paid or made available for payment, unless (i) the date of authentication is an interest payment date to which interest has been paid or made available for payment, in which case the Certificate will be dated as of the date of authentication, or (ii) the date of authentication is prior to the first interest payment date, in which case the Certificate will be dated as of the date of original issue. The interest on the Certificates is payable on February 1 and August 1 of each year, commencing February 1, 2023, to the registered owners of record as of the close of business on the fifteenth day of the immediately preceding month, whether or not that day is a business day. 2.03. Registration. The City will appoint, and will maintain, a certificate registrar, transfer agent, authenticating agent and paying agent (the “Registrar”). The effect of registration and the rights and duties of the City and the Registrar with respect thereto are as follows: (a) Register. The Registrar will keep at its principal corporate trust office a certificate register in which the Registrar provides for the registration of ownership of Certificates and the registration of transfers and exchanges of Certificates entitled to be registered, transferred or exchanged. (b) Transfer of Certificates. Upon surrender for transfer of a Certificate duly endorsed by the registered owner thereof or accompanied by a written instrument of transfer, in form satisfactory to the Registrar, duly executed by the registered owner thereof or by an attorney duly authorized by the registered owner in writing, the Registrar will authenticate and deliver, in the name of the designated transferee or transferees, one or more new Certificates of a like aggregate principal amount and maturity, as requested by the transferor. The Registrar may, however, close the books for registration of any transfer after the fifteenth day of the month preceding each interest payment date and until that interest payment date. (c) Exchange of Certificates. Whenever any Certificates are surrendered by the registered owner for exchange the Registrar will authenticate and deliver one or more new Certificates of a like aggregate principal amount and maturity, as requested by the registered owner or the owner’s attorney in writing. (d) Cancellation. All Certificates surrendered upon any transfer or exchange will be promptly cancelled by the Registrar and thereafter disposed of as directed by the City. (e) Improper or Unauthorized Transfer. When a Certificate is presented to the Registrar for transfer, the Registrar may refuse to transfer the Certificate until the Registrar CR100-23-791320.v1 5 is satisfied that the endorsement on the Certificate or separate instrument of transfer is valid and genuine and that the requested transfer is legally authorized. The Registrar will incur no liability for the refusal, in good faith, to make transfers which it, in its judgment, deems improper or unauthorized. (f) Persons Deemed Owners. The City and the Registrar may treat the person in whose name a Certificate is at any time registered in the register as the absolute owner of the Certificate, whether the Certificate is overdue or not, for the purpose of receiving payment of, or on account of, the principal of and interest on the Certificate and for all other purposes, and payments so made to a registered owner or upon the owner’s order will be valid and effectual to satisfy and discharge the liability upon the Certificate to the extent of the sum or sums so paid. (g) Taxes, Fees and Charges. The Registrar may impose a charge upon the owner thereof for a transfer or exchange of Certificates sufficient to reimburse the Registrar for any tax, fee or other governmental charge required to be paid with respect to the transfer or exchange. (h) Mutilated, Lost, Stolen or Destroyed Certificates. If a Certificate becomes mutilated or is destroyed, stolen or lost, the Registrar will deliver a new Certificate of like amount, number, maturity date and tenor in exchange and substitution for and upon cancellation of the mutilated Certificate or in lieu of and in substitution for any Certificate destroyed, stolen or lost, upon the payment of the reasonable expenses and charges of the Registrar in connection therewith; and, in the case of a Certificate destroyed, stolen or lost, upon filing with the Registrar of evidence satisfactory to it that the Certificate was destroyed, stolen or lost, and of the ownership thereof, and upon furnishing to the Registrar an appropriate bond or indemnity in form, substance and amount satisfactory to it and as provided by law, in which both the City and the Registrar must be named as obligees. Certificates so surrendered to the Registrar will be cancelled by the Registrar and evidence of such cancellation must be given to the City. If the mutilated, destroyed, stolen or lost Certificate has already matured or been called for redemption in accordance with its terms it is not necessary to issue a new Certificate prior to payment. 2.04. Appointment of Initial Registrar. The City appoints Northland Trust Services Inc., Minneapolis, Minnesota, as the initial Registrar. The Mayor and the City Administrator are authorized to execute and deliver, on behalf of the City, a contract with the Registrar. Upon merger or consolidation of the Registrar with another corporation, if the resulting corporation is a bank or trust company authorized by law to conduct such business, the resulting corporation is authorized to act as successor Registrar. The City agrees to pay the reasonable and customary charges of the Registrar for the services performed. The City reserves the right to remove the Registrar upon 30 days’ notice and upon the appointment of a successor Registrar, in which event the predecessor Registrar must deliver all cash and Certificates in its possession to the successor Registrar and deliver the certificate register to the successor Registrar. On or before each principal or interest due date, without further order of this Council, the City Administrator must transmit to the Registrar money sufficient for the payment of all principal and interest then due. CR100-23-791320.v1 6 2.05. Execution, Authentication and Delivery. The Certificates will be prepared under the direction of the City Administrator and executed on behalf of the City by the signatures of the Mayor and the City Administrator, provided that those signatures may be printed, engraved or lithographed facsimiles of the originals. If an officer whose signature or a facsimile of whose signature appears on the Certificates ceases to be such officer before the delivery of any Certificate, that signature or facsimile will nevertheless be valid and sufficient for all purposes, the same as if the officer had remained in office until delivery. Notwithstanding such execution, a Certificate will not be valid or obligatory for any purpose or entitled to any security or benefit under this Resolution unless and until a certificate of authentication on the Certificate has been duly executed by the manual signature of an authorized representative of the Registrar. Certificates of authentication on different Certificates need not be signed by the same representative. The executed certificate of authentication on a Certificate is conclusive evidence that it has been authenticated and delivered under this Resolution. When the Certificates have been so prepared, executed and authenticated, the City Administrator will deliver the same to the Purchaser thereof upon payment of the purchase price in accordance with the contract of sale heretofore made and executed, and the Purchaser is not obligated to see to the application of the purchase price. Section 3. Form of Certificate. 3.01. Execution of the Certificates. The Certificates will be printed or typewritten in substantially the form set forth in Exhibit B attached hereto. 3.02. Approving Legal Opinion. The City Administrator is authorized and directed to obtain a copy of the proposed approving legal opinion of Kennedy & Graven, Chartered, Minneapolis, Minnesota, which will be complete except as to dating thereof and to cause the opinion to be printed on or accompany each Certificate. Section 4. Payment; Security; Pledges and Covenants. 4.01. Capital Fund. There is hereby created a Capital Fund for the proceeds of the Certificates to which there shall be credited the proceeds of the Certificates less any amounts credited to the Debt Service Fund. From the Capital Fund, there shall be paid all costs of issuing the Certificates and all costs and expenses of the acquisition and installation of the Equipment, including all costs incurred and to be incurred of the kind authorized in Minnesota Statutes, Section 475.65; and the moneys in said account shall be used for no other purpose except as otherwise provided by law. Any balance remaining in the Capital Fund after completion of the acquisition and installation of the Equipment and the costs thereof paid, may be used as provided in Minnesota Statutes, section 475.65. Thereafter, the Capital Fund is to be closed and any remaining balances therein and any Taxes are to be deposited in the Debt Service Fund. 4.02 Debt Service Fund. The Certificates are payable from the General Obligation Equipment Certificates of Indebtedness, Series 2022A Debt Service Fund (the “Debt Service Fund”) hereby created. The Debt Service Fund shall be administered and maintained by the Administrator as a bookkeeping account separate and apart from all other funds maintained in the official financial records of the City. Amounts in the Debt Service Fund are irrevocably pledged to the Certificates. To the Debt Service Fund hereby created, there is hereby pledged and CR100-23-791320.v1 7 irrevocably appropriated and there will be credited: (A) the proceeds of ad valorem taxes herein or hereafter levied (the “Taxes”); (B) capitalized interest financed from Certificate proceeds, if any; (C) the amount over the minimum purchase price paid by the Purchaser, to the extent designated for deposit in the Debt Service Fund in accordance with Section 1.03 hereof; and (D) all investment earnings on funds in the Debt Service Fund; and (E) any and all other moneys which are properly available and are appropriated by the City Council to the Debt Service Fund. If a payment of principal or interest on the Certificates becomes due when there is not sufficient money in the Debt Service Fund to pay the same, the City Administrator is directed to pay such principal or interest from other funds of the City, and such fund will be reimbursed for those advances out of the proceeds of Taxes when collected. 4.03. Pledge of Taxes. For the purpose of paying the principal of and interest on the Certificates, there is levied a direct annual irrepealable ad valorem tax (the “Taxes”) upon all of the taxable property in the City, which will be spread upon the tax rolls and collected with and as part of other general taxes of the City. Such Taxes will be credited to the Debt Service Fund above provided and will be in the years (being each year of collection) and amounts as set forth in Exhibit C. It is hereby determined that the estimated collections the foregoing Taxes will produce at least 5% in excess of the amount needed to meet when due the principal and interest payments on the Certificates. 4.04. Certification to County Taxpayers Services Division Manager as to Debt Service Fund Amount. It is hereby determined that the estimated collection of the foregoing taxes will produce at least 5% in excess of the amount needed to meet when due, the principal and interest payments on the Certificates. The tax levy herein provided is irrepealable until all of the Certificates are paid, provided that at the time the City makes its annual tax levies, the City Administrator may certify to the County Director of Property Records and Taxpayer Services of Hennepin County (the “County Auditor”) the amount available in the Debt Service Fund to pay principal and interest due during the ensuing year, and the County Auditor will thereupon reduce the levy collectible during such year by the amount so certified. 4.05. General Obligation Pledge. For the prompt and full payment of the principal of and interest on the Certificates, as the same respectively becomes due, the full faith, credit and taxing powers of the City will be and are hereby irrevocably pledged. If the balance in the Debt Service Fund is ever insufficient to pay all principal and interest then due on the Certificates, the deficiency will be promptly paid out of monies in the general fund of the City which are available for such purpose, and such general fund may be reimbursed with or without interest from the Debt Service Fund when a sufficient balance is available therein. 4.06. Filing of Resolution. The City Administrator is authorized and directed to file a certified copy of this resolution with the County Taxpayer Services Division Manager and to obtain the certificate required by Section 475.63 of the Act. Section 5. Authentication of Transcript. 5.01. City Proceedings and Records. The officers of the City are authorized and directed to prepare and furnish to the Purchaser and to the attorneys approving the Certificates, certified CR100-23-791320.v1 8 copies of proceedings and records of the City relating to the Certificates and to the financial condition and affairs of the City, and such other certificates, affidavits and transcripts as may be required to show the facts within their knowledge or as shown by the books and records in their custody and under their control, relating to the validity and marketability of the Certificates, and such instruments, including any heretofore furnished, may be deemed representations of the City as to the facts stated therein. 5.02. Certification as to Official Statement. The Mayor and the City Administrator are hereby authorized and directed to certify that they have examined the Official Statement prepared and circulated in connection with the issuance and sale of the Certificates and that to the best of their knowledge and belief the Official Statement is a complete and accurate representation of the facts and representations made therein as of the date of the Official Statement. 5.03. Other Certificates. The Mayor and the City Administrator, or any of them, are hereby authorized and directed to furnish to the Purchaser at the closing such certificates as are required as a condition of sale. Unless litigation shall have been commenced and be pending questioning the Certificates or the organization of the City or incumbency of its officers, at the closing the Mayor and the City Administrator, or any of them, shall also execute and deliver to the Purchaser a suitable certificate as to absence of material litigation, and the City Administrator shall also execute and deliver a certificate as to payment for and delivery of the Certificates. 5.04. Electronic Signatures. The electronic signature of the Mayor and/or the City Administrator, or any of them, to this resolution and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) “electronic signature” means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or Adobe or a similarly digitally auditable signature gathering process; and (ii) “transmitted by electronic means” means sent in the form of a facsimile or sent via the internet as a portable document format (“pdf”) or other replicating image attached to an electronic mail or internet message. Section 6. Tax Covenants. 6.01. Tax-Exempt Certificates. The City covenants and agrees with the holders from time to time of the Certificates that it will not take or permit to be taken by any of its officers, employees or agents any action which would cause the interest on the Certificates to become subject to taxation under the Internal Revenue Code of 1986, as amended (the “Code”), and the Treasury Regulations promulgated thereunder, in effect at the time of such actions, and that it will take or cause its officers, employees or agents to take, all affirmative action within its power that may be necessary to ensure that such interest will not become subject to taxation under the Code and applicable Treasury Regulations, as presently existing or as hereafter amended and made applicable to the Certificates. 6.02. Rebate Required. The City will comply with requirements necessary under the Code to establish and maintain the exclusion from gross income of the interest on the Certificates under Section 103 of the Code, including without limitation requirements relating to temporary CR100-23-791320.v1 9 periods for investments, limitations on amounts invested at a yield greater than the yield on the Certificates, and the rebate of excess investment earnings to the United States unless the Certificates qualify for an exception to the rebate requirement under the Code and related Treasury Regulations. 6.03. Not Private Activity Bonds. The City further covenants not to use the proceeds of the Certificates or the Equipment financed by the Certificates or to cause or permit them or any of them to be used in such a manner as to cause the Certificates to be “private activity bonds” within the meaning of Sections 103 and 141 through 150 of the Code. 6.04. Not Qualified Tax-Exempt Obligations. The Bonds are not designated as “qualified tax-exempt obligations” for purposes of Section 265(b)(3) of the Code. 6.05. Procedural Requirements. The City will use its best efforts to comply with any federal procedural requirements which may apply in order to effectuate the designations made by this section. Section 7. Book-Entry System; Limited Obligation of City. 7.01. DTC. The Certificates will be initially issued in the form of a separate single typewritten or printed fully registered Certificate for each of the maturities set forth in Section 1.04 hereof. Upon initial issuance, the ownership of each Certificate will be registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee for The Depository Trust Company, New York, New York, and its successors and assigns (“DTC”). Except as provided in this section, all of the outstanding Certificates will be registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee of DTC. 7.02. Participants. With respect to Certificates registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee of DTC, the City, the Registrar and the Paying Agent will have no responsibility or obligation to any broker dealers, banks and other financial institutions from time to time for which DTC holds Certificates as securities depository (the “Participants”) or to any other person on behalf of which a Participant holds an interest in the Certificates, including but not limited to any responsibility or obligation with respect to (i) the accuracy of the records of DTC, Cede & Co. or any Participant with respect to any ownership interest in the Certificates, (ii) the delivery to any Participant or any other person (other than a registered owner of Certificates, as shown by the registration books kept by the Registrar), of any notice with respect to the Certificates, including any notice of redemption, or (iii) the payment to any Participant or any other person, other than a registered owner of Certificates, of any amount with respect to principal of, premium, if any, or interest on the Certificates. The City, the Registrar and the Paying Agent may treat and consider the person in whose name each Certificate is registered in the registration books kept by the Registrar as the holder and absolute owner of such Certificate for the purpose of payment of principal, premium and interest with respect to such Certificate, for the purpose of registering transfers with respect to such Certificates, and for all other purposes. The Paying Agent will pay all principal of, premium, if any, and interest on the Certificates only to or on the order of the respective registered owners, as shown in the registration books kept by the Registrar, and all such payments will be valid and effectual to fully satisfy and CR100-23-791320.v1 10 discharge the City’s obligations with respect to payment of principal of, premium, if any, or interest on the Certificates to the extent of the sum or sums so paid. No person other than a registered owner of Certificates, as shown in the registration books kept by the Registrar, will receive a certificated Certificate evidencing the obligation of this resolution. Upon delivery by DTC to the City Administrator of a written notice to the effect that DTC has determined to substitute a new nominee in place of Cede & Co., the words “Cede & Co.,” will refer to such new nominee of DTC; and upon receipt of such a notice, the City Administrator will promptly deliver a copy of the same to the Registrar and Paying Agent. 7.03. Representation Letter. The City has heretofore executed and delivered to DTC a Blanket Issuer Letter of Representations (the “Representation Letter”) which will govern payment of principal of, premium, if any, and interest on the Certificates and notices with respect to the Certificates. Any Paying Agent or Registrar subsequently appointed by the City with respect to the Certificates will agree to take all action necessary for all representations of the City in the Representation Letter with respect to the Registrar and Paying Agent, respectively, to be complied with at all times. 7.04. Transfers Outside Book-Entry System. In the event the City, by resolution of the City Council, determines that it is in the best interests of the persons having beneficial interests in the Certificates that they be able to obtain Certificates, the City will notify DTC, whereupon DTC will notify the Participants, of the availability through DTC of Certificates. In such event the City will issue, transfer and exchange Certificates as requested by DTC and any other registered owners in accordance with the provisions of this Resolution. DTC may determine to discontinue providing its services with respect to the Certificates at any time by giving notice to the City and discharging its responsibilities with respect thereto under applicable law. In such event, if no successor securities depository is appointed, the City will issue and the Registrar will authenticate Certificates in accordance with this resolution and the provisions hereof will apply to the transfer, exchange and method of payment thereof. 7.05. Payments to Cede & Co. Notwithstanding any other provision of this Resolution to the contrary, so long as a Certificate is registered in the name of Cede & Co., as nominee of DTC, payments with respect to principal of, premium, if any, and interest on the Certificate and notices with respect to the Certificate will be made and given, respectively in the manner provided in DTC’s Operational Arrangements, as set forth in the Representation Letter. Section 8. Continuing Disclosure. 8.01. City Compliance with Provisions of Continuing Disclosure Certificate. The City hereby covenants and agrees that it will comply with and carry out all of the provisions of the Continuing Disclosure Certificate. Notwithstanding any other provision of this Resolution, failure of the City to comply with the Continuing Disclosure Certificate is not to be considered an event of default with respect to the Certificates; however, any Certificate holder may take such actions as may be necessary and appropriate, including seeking mandate or specific performance by court order, to cause the City to comply with its obligations under this section. CR100-23-791320.v1 11 8.02. Execution of Continuing Disclosure Certificate. “Continuing Disclosure Certificate” means that certain Continuing Disclosure Certificate executed by the Mayor and City Administrator and dated the date of issuance and delivery of the Certificates, as originally executed and as it may be amended from time to time in accordance with the terms thereof. Section 9. Defeasance. When all Certificates and all accrued interest thereon, have been discharged as provided in this section, all pledges, covenants and other rights granted by this resolution to the holders of the Certificates will cease, except that the pledge of the full faith and credit of the City for the prompt and full payment of the principal of and interest on the Certificates will remain in full force and effect. The City may discharge Certificates which are due on any date by depositing with the Registrar on or before that date a sum sufficient for the payment thereof in full or by depositing irrevocably in escrow, with a suitable institution qualified by law as an escrow agent for this purpose, cash or securities which are backed by the full faith and credit of the United States of America, or any other security authorized under Minnesota law for such purpose, bearing interest payable at such times and at such rates and maturing on such dates and in such amounts as shall be required and sufficient, subject to sale and/or reinvestment in like securities, to pay said obligation(s), which may include any interest payment on such Certificate and/or principal amount due thereon at a stated maturity (or if irrevocable provision shall have been made for permitted prior redemption of such principal amount, at such earlier redemption date). If any Certificate should not be paid when due, it may nevertheless be discharged by depositing with the Registrar a sum sufficient for the payment thereof in full with interest accrued to the date of such deposit. CR100-23-791320.v1 12 The motion for the adoption of the foregoing resolution was duly seconded by Member _________________________, and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon the resolution was declared duly passed and adopted. CR100-23-791320.v1 STATE OF MINNESOTA ) ) COUNTY OF HENNEPIN ) ss. ) CITY OF CORCORAN ) I, the undersigned, being the duly qualified and acting City Administrator of the City of Corcoran, Hennepin County, Minnesota, do hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council of the City held on April 28, 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 and sale of $1,860,000 General Obligation Equipment Certificates of Indebtedness, Series 2022A of the City. WITNESS My hand of the City this ___ day of ________, 2022. City Administrator Corcoran, Minnesota A-1 CR100-23-791320.v1 EXHIBIT A PROPOSALS B-1 CR100-23-791320.v1 EXHIBIT B FORM OF CERTIFICATE No. R-___ UNITED STATES OF AMERICA $_________ STATE OF MINNESOTA COUNTY OF HENNEPIN CITY OF CORCORAN GENERAL OBLIGATION EQUIPMENT CERTIFICATE OF INDEBTEDNESS, SERIES 2022A Rate Maturity Date of Original Issue CUSIP February 1, _____ June 2, 2022 Registered Owner: Cede & Co. The City of Corcoran, Minnesota, a duly organized and existing municipal corporation in Hennepin County, Minnesota (the “City”), acknowledges itself to be indebted and for value received hereby promises to pay to the Registered Owner specified above or registered assigns the principal sum set forth above on the maturity date specified above, with interest thereon from the date hereof at the annual rate specified above (calculated on the basis of a 360-day year of twelve 30 day months), payable February 1 and August 1 in each year, commencing February 1, 2023, to the person in whose name this Certificate is registered at the close of business on the fifteenth day (whether or not a business day) of the immediately preceding month. The interest hereon and, upon presentation and surrender hereof, the principal hereof are payable in lawful money of the United States of America by check or draft by Northland Trust Services Inc., Minneapolis, Minnesota, as Registrar, Paying Agent, Transfer Agent and Authenticating Agent, or its designated successor under the Resolution described herein. For the prompt and full payment of such principal and interest as the same respectively become due, the full faith and credit and taxing powers of the City have been and are hereby irrevocably pledged. The City may elect on February 1, 2030, and on any day thereafter to prepay Certificates due on or after February 1, 2031. Redemption may be in whole or in part and if in part, at the option of the City and in such manner as the City will determine. If less than all Certificates of a maturity are called for redemption, the City will notify The Depository Trust Company (“DTC”) of the particular amount of such maturity to be prepaid. DTC will determine by lot the amount of each participant’s interest in such maturity to be redeemed and each participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. Prepayments will be at a price of par plus accrued interest. B-2 CR100-23-791320.v1 This Certificate is one of an issue in the aggregate principal amount of $1,860,000 all of like original issue date and tenor, except as to number, denomination, maturity date, interest rate, and redemption privilege all issued pursuant to a resolution adopted by the City Council on April 28, 2022 (the “Resolution”), for the purpose of providing money to finance the acquisition and installation of various items of capital equipment, pursuant to and in full conformity with the Constitution and laws of the State of Minnesota, including Minnesota Statutes, Sections 410.32 and 412.301, and the principal hereof and interest hereon are payable primarily from ad valorem taxes, as set forth in the Resolution to which reference is made for a full statement of rights and powers thereby conferred. The full faith and credit of the City are irrevocably pledged for payment of this Certificate and the City Council has obligated itself to levy ad valorem taxes on all taxable property in the City, which taxes may be levied without limitation as to rate or amount. The Certificates of this series are issued only as fully registered Certificates in denominations of $5,000 or any integral multiple thereof of single maturities. This Bond is not a “qualified tax-exempt obligation” within the meaning of Section 265(b)(3) of the Internal Revenue Code of 1986, as amended. As provided in the Resolution and subject to certain limitations set forth therein, this Certificate is transferable upon the books of the City at the principal office of the Certificate Registrar, by the registered owner hereof in person or by the owner’s attorney duly authorized in writing, upon surrender hereof together with a written instrument of transfer satisfactory to the Certificate Registrar, duly executed by the registered owner or the owner’s attorney; and may also be surrendered in exchange for Certificates of other authorized denominations. Upon such transfer or exchange the City will cause a new Certificate or Certificates to be issued in the name of the transferee or registered owner, of the same aggregate principal amount, bearing interest at the same rate and maturing on the same date, subject to reimbursement for any tax, fee or governmental charge required to be paid with respect to such transfer or exchange. The City and the Certificate Registrar may deem and treat the person in whose name this Certificate is registered as the absolute owner hereof, whether this Certificate is overdue or not, for the purpose of receiving payment and for all other purposes, and neither the City nor the Certificate Registrar will be affected by any notice to the contrary. IT IS HEREBY CERTIFIED, RECITED, COVENANTED AND AGREED that all acts, conditions and things required by the home rule charter of the City and the Constitution and laws of the State of Minnesota to be done, to exist, to happen and to be performed preliminary to and in the issuance of this Certificate in order to make it a valid and binding general obligation of the City in accordance with its terms, have been done, do exist, have happened and have been performed as so required, and that the issuance of this Certificate does not cause the indebtedness of the City to exceed any constitutional, statutory or charter limitation of indebtedness. This Certificate is not valid or obligatory for any purpose or entitled to any security or benefit under the Resolution until the Certificate of Authentication hereon has been executed by the Certificate Registrar by manual signature of one of its authorized representatives. B-3 CR100-23-791320.v1 IN WITNESS WHEREOF, the City of Corcoran, Hennepin County, Minnesota, by its City Council, has caused this Certificate to be executed on its behalf by the facsimile or manual signatures of the Mayor and the City Administrator and has caused this Certificate to be dated as of the date set forth below. Dated: ___________, 2022 CITY OF CORCORAN, MINNESOTA (Facsimile) (Facsimile) City Administrator Mayor CERTIFICATE OF AUTHENTICATION This is one of the Certificates delivered pursuant to the Resolution mentioned within. NORTHLAND TRUST SERVICES INC. By Authorized Representative ____________________________________ The following abbreviations, when used in the inscription on the face of this Certificate, will be construed as though they were written out in full according to applicable laws or regulations: TEN COM -- as tenants UNIF GIFT MIN ACT _________ Custodian _________ in common (Cust) (Minor) TEN ENT -- as tenants under Uniform Gifts or by entireties Transfers to Minors JT TEN -- as joint tenants with right of survivorship and Act . . . . . . . . . . . . not as tenants in common (State) Additional abbreviations may also be used though not in the above list. ____________________________________ B-4 CR100-23-791320.v1 ASSIGNMENT For value received, the undersigned hereby sells, assigns and transfers unto ________________________________________ the within Certificate and all rights thereunder, and does hereby irrevocably constitute and appoint _________________________ attorney to transfer the said Certificate on the books kept for registration of the within Certificate, with full power of substitution in the premises. Dated: Notice: The assignor’s signature to this assignment must correspond with the name as it appears upon the face of the within Certificate in every particular, without alteration or any change whatever. Signature Guaranteed: NOTICE: Signature(s) must be guaranteed by a financial institution that is a member of the Securities Transfer Agent Medallion Program (“STAMP”), the Stock Exchange Medallion Program (“SEMP”), the New York Stock Exchange, Inc. Medallion Signatures Program (“MSP”) or other such “signature guarantee program” as may be determined by the Registrar in addition to, or in substitution for, STAMP, SEMP or MSP, all in accordance with the Securities Exchange Act of 1934, as amended. The Certificate Registrar will not effect transfer of this Certificate unless the information concerning the assignee requested below is provided. Name and Address: (Include information for all joint owners if this Certificate is held by joint account.) Please insert social security or other identifying number of assignee B-5 CR100-23-791320.v1 PROVISIONS AS TO REGISTRATION The ownership of the principal of and interest on the within Certificate has been registered on the books of the Registrar in the name of the person last noted below. Date of Registration Registered Owner Signature of Registrar __________, 2022 Cede & Co. Federal ID #13-2555119 C-1 CR100-23-791320.v1 EXHIBIT C Collection Year Levy Amount 2023 $ 2024 2025 2025 2026 2027 2028 2029 2030 2031 CR100-23-791320.v1 STATE OF MINNESOTA CERTIFICATE OF TAXPAYER SERVICES DIVISION MANAGER AS COUNTY OF HENNEPIN TO TAX LEVY AND REGISTRATION I, the undersigned Taxpayer Services Division Manager of Hennepin County, Minnesota, hereby certify that a certified copy of a resolution adopted by the governing body of the City of Corcoran, Minnesota (the “City”), on April 28, 2022, levying taxes for the payment of the City’s General Obligation Equipment Certificates of Indebtedness Series 2022A issued in the original aggregate principal amount of $________ dated _______, 2022, has been filed in my office and said certificates have been entered on the register of obligations in my office and that such tax has been levied as required by law. WITNESS My hand and official seal this _____ day of _________________, 2022. Taxpayer Services Division Manager Hennepin County, Minnesota (SEAL) STAFF REPORT Agenda Item 10a. Council Meeting: April 28, 2022 Prepared By: Jessica Beise Topic: Administration Department Staff Planning Action Required: Direction Summary: With the appointment of the City Administrator, there is vacant position in the Administration Department. In reviewing the needs of the department and organization, staff is recommending a reorganization of the Administration Depar tment. The following re-organization of the department is recommended for consideration and authorization to proceed: • Hire an Administrative Assistant for vacant position with appointment of the Permit Technician. • Update the job description and hire for the Administrative Services Director position focusing on Human Resources and moving clerk and treasurer tasks to the Finance Manager and C ity Clerk roles. • Update the job descrip tion for the Finance Manager outlining the supervisory responsibilities related to utility billing/payroll and the treasur er responsibilities. • Update the job description for the Deputy Clerk into a City Clerk role, supervising staff and focusing on the clerk duties. • Hire a utility billing/human resources clerk, retooling two of the positions budgeted as part of the 2022 budget . • Hire a communications/public works as sistant, retooling the communications portion a budgeted position and providing for additional assistance for public works. Staff believes the new structure will allow the department to meet the needs of today as well as prepare the department f or the growth of the community and the staff. Attached to this report is the existing orga nizational structure as well as the proposed organizational structure. Financial/Budget: The budget anticipated the addition of 1.5 FTE between the functions of communications, human resources, and utility billing. The proposal would include .5FTE for the public works assistant position, which is not currently budgeted. Staff anticipates with savings in other vacancies the budget would not likely be affected. Staff needs to update job descriptions , to understand any proposed wage changes. Options: 1. Direct staff to proceed with drafting job descriptions as presented for Council approval. 2. Direct staff to make no changes . Page 2 3. Send back to staff for further review. Recommendation: Staff recommends proceeding forward with the staff plan. Council Action: Direct staff on action related to the proposed staffing changes in the Administration Department. Attachments: 1. Existing Administration Department staffing plan 2. Proposed Administration Department staffing plan Page 3 Existing Administration Staffing Plan Administrative Services Director Finance Manager Deputy Clerk Accountant Administrative Assistant Human Resources/ Communications 1FTE Utility Billing .5FTE IT Contract Page 4 Proposed Administration Staffing Plan Administrative Services Director Finance Manager City Clerk IT Contract Accountant Administrative Assistant Communications/ Public Works Administrative Assistant Utility Billing/ Human Resources Clerk STAFF REPORT Agenda Item 10b. Council Meeting: April 28, 2022 Prepared By: Jessica Beise Topic: Bikes4Kids Program – Clean Up Day Action Required: Approval Summary: There is an organization that is wondering if bikes that are dropped off at Corcoran Clean Up Day could be provided to the Bike4Kids program to be refurbished for kids in the area. Financial/Budget: If bikes are dropped off at Clean Up Day, they are added to the scrap metal pile. If the City proceeds with accepting bikes and providing the received Bikes4Kids program, there may be a reduction of scrap metal. Options: 1. Direct staff to proceed with providing any bikes received at Corcoran Clean Up Day to the Bikes4Kids Program. 2. Direct staff to not participate in the Bikes4Kids program. 3. Send back to staff for further review. Recommendation: Direct staff to proceed with providing any bikes received at Corcoran Clean Up Day to the Bikes4Kids Program. Council Action: 1. Consider a motion to direct staff to proceed with providing any bikes received at Corcoran Clean Up Day to the Bikes4Kids Program. Attachments: N/A Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE April 20, 2022 TO Jessica Beise, Natalie Davis McKeown CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects/Comments in blue italics are new The following is a summary of project status for current, active projects: 1.Pioneer Trail Industrial Park (formerly Highway 55 Business Park) (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. 21-047). The City Council reviewed a concept plan on November 22, 2021 and indicated support. Staff has been preparing an EAW for the site. The City Council reviewed and provided comment on a second concept on February 24th. The City Council ordered distribution of the draft EAW for review and comment at the March 24th Council meeting. 2.NE District Plan and Design Guidelines (City file 21-050). The City received a planning grant from Hennepin County. Staff held a second open house on March 15th for public information. The draft was reviewed by the Planning Commission at their April 7th meeting. The public hearing is scheduled for May 5th at the Planning Commission for City Council action on May 26th. The moratorium is set to expire on June 10, 2022. 3.Wright Hennepin Electric Preliminary Plat, Site Plan and Administrative Permit at 7400 CR 116 (PID 25-119-23-23-0001) (city file 22-004). The applicant has submitted an application for a new electric substation. The application is scheduled for the February 17th Parks and Trails Commission, a public hearing at the March 3rd Planning Commission and the City reviewed on March 24th and sent it back to the Planning Commission to discuss screening. The item was brought back to the April 14th City Council meeting and tabled to April 28th. 4.PUD Sketch Plan for “Corcoran Farms Business Park” at 20130 Larkin Road (PID 26-119-23-13- 0006) (city file no. 22-006). The applicant has submitted a sketch plan for five industrial buildings totally 726,396 sq. ft. They are requesting a PUD to allow reduced setbacks. The City Council reviewed and provided comment on February 24th. Staff is drafting the EAW and the City Council is expected to order distribution of the draft EAW for review and comment at the May 26th Council meeting. 5.Final Plat and PUD Final Plan for “Bellwether 8th Addition” (PID 12-119-23-21-0001) (city file no. 22-007). Pulte has requested approval of 95 lots in the southwest corner of the project. This phase will also include dedication of public park. The item was reviewed at the April 7th Planning Commission and City Council action is expected on April 28th. 6.Final Plat and PUD Final Plan for “Amberly 2nd Addition” (PID 01-119-23-34-0002) (city file no. 22-008). Pulte has requested approval of 51 lots in the northwest corner to complete the Amberly subdivision. The item was reviewed at the April 7th Planning Commission and City Council action is expected on April 28th. Agenda Item: 11a. MEMORANDUM 2 7. Site Plan, Interim Use Permit and Variance for “Westside Wholesale Tire” at 19950 75th Ave (PID 26-119-23-14-0018) (city file no. 22-011). Westside Tire has submitted the application for development of the lot to resolve a code compliance issue. The item was reviewed at the April 7th Planning Commission and City Council action is expected on April 28th. 8. PUD Final Plan and Final Plat for Rush Creek Reserve 2nd Addition (city file no. 22-012). The applicant has submitted an application for 106 units (29 single family detached homes, 16 twin homes, 24 villa homes and 27 townhomes). The item was reviewed at the April 7th Planning Commission and City Council action is expected on April 28th. 9. Preliminary Plat and Variance for “Kariniemi Meadows” at 23185 CR 10 (PID 18-119-23-11- 0002) (city file no. 22-013). The applicant has submitted an application for approval of a 10 lot residential subdivision. The item was reviewed at the March 17th Parks and Trails Commission and is scheduled for a public hearing at the May 5th Planning Commission and May 26th City Council action. 10. Rezoning, Preliminary Plat and Preliminary Planned Unit Development for Pulte for “Walcott Glenn” (PIDs 36-119-23-44-0013, 36-119-23-44-0009, 36-119-23-44-0008, 36-119-23-44-0010, 36- 119-23-44-0014, 36-119-23-44-0031, 36-119-23-44-0024, 36-119-23-44-0033 and 36-119-23-44- 0030) (City file no. 22-015). The plans include 44 single family homes, 85 townhomes and a public park. The item is tentatively scheduled for Parks and Trails Commission review on April 21st, a public hearing at the May 5th Planning Commission and action at the May 26th City Council meeting. 11. Final Plat for “Garages Too” (PID’s 35-119-23-44-0004 and 35-119-23-41-0002) (city file no. 22- 016). The final plat for the mini-storage/self-storage facility is currently incomplete, but will be scheduled for City Council review when the missing items are received. 12. Final Plat and PUD Final Plan for “Bellwether 9th Addition” (PID 01-119-23-34-0002) (city file no. 22-017). The final plat is for 37 lots. The item was reviewed at the April 7th Planning Commission and City Council action is expected on April 28th. 13. Conditional Use Permit (CUP) for Ditzer Garage at 9320 Cherry Lane (PID 12-119-23-43-0013) (city file 22-020). The application is scheduled for a public hearing at the May 5th Planning Commission and May 26th City Council action. 14. Wawra Ag Preserve at 21401 Larkin Road (city file 22-021). The application is c scheduled for City Council action in April 28th. 15. PUD ordinance amendment (city file 22-022). This is a city-initiated ordinance to amend the final PUD development plan process. The Planning Commission held a public hearing on April 7th Planning Commission meeting and City Council action is expected on April 28th. 16. Final Plat for “Town Center Addition” at 8200 CR 116 for St. Therese Communities (city file 22-023). St. Therese Communities has applied for approval of the final plat to create two lots (one for city hall and one for St. Therese) and an outlot for City’s lineal park. This item is scheduled for City Council approval on April 28th. 17. Final Plat and Vacation for “Bechtold Farms at Rush Creek” on the property located at 10165 Bechtold Road (PIDs 05-119-23-44-0001 and 08-119-23-11-0007) (city file 22-024). This item is scheduled for Council action on May 12th. 18. PUD Amendment for Rush Creek Reserve 2nd Addition (city file no. 22-025). The applicant has submitted the application for a PUD amendment for the side yard setback for twinhomes. This item is being reviewed for completeness and then will be scheduled for Council action. 19. Interim Use Permit for an Accessory Dwelling Unit at 6516 Valley View Road (city file 22-026). This item is being reviewed for completeness and then will be scheduled for a public hearing at the Planning Commission and City Council action. MEMORANDUM 3 20. Site Plan and Interim Use Permit for ProTech Auto at 7591 Commerce St. (PID: 2611923110020) (city file 22-027). This item is being reviewed for completeness and then will be scheduled for a public hearing at the Planning Commission and City Council action. 21. Final Plat and PUD Final Plan for “Tavera 4th Addition” (city file no. 22-028). The final plat is for 80 single family homes and 42 twinhomes located north of the main entrance at Horseshoe Trail. This item is being reviewed for completeness and then will be scheduled for a public hearing at the Planning Commission and City Council action. The following projects were recently acted upon and will be closed out: 1. Final Plat and Final PUD Development Plan for “Cook Lake Highlands” at 19220 CR 10 (PID 25- 119-23-14-0002) (City file 21-057). The item was reviewed at the March 3rd Planning Commission and the City Council approved at the March 24th meeting. 2. City wide Zoning Ordinance Amendment for Ground Mounted Solar (City file 22-005). On behalf of Barry Swanson and Linda Lohn-Swanson, Cedar Creek Energy has submitted a request for an amendment to allow larger footprint ground mounted solar on residential parcels. This item was reviewed at the March 3rd Planning Commission and approved at the March 24th City Council meeting. STAFF REPORT Agenda Item 11b. Council Meeting: April 28, 2022 Prepared By: Maggie Ung Topic: Financial Performance Report Action Required: None - informational Summary: Attached to this report is the Financial Performance Report, showing our projected financial position for 2022. Financial/Budget: 2021 will be audited in May 2022.Surplus funds may be allocated to different uses or used to build up the City’s reserve fund. Council Action: None Attachments: 1.Financial Performance Report END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSREVENUES100‐00000‐31000 GENERAL PROPERTY TAXES 4,443,243.15 0.00 5,139,711.00 5,139,711.00 100.00% 5,139,711.00 0.00 First distribution of taxes mid‐year100‐00000‐31020 DELINQUENT PROPERTY TAXES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐31040 FISCAL DISPARITIES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐32100 BUSINESS LICENSE & PERMITS 75.00 150.00 0.00(150.00)0.00% 150.00 150.00 Waste hauler licenses100‐00000‐32110 LIQUOR LICENSE FEE 14,475.00 0.00 16,000.00 16,000.00 100.00% 16,000.00 0.00 Revenue comes in at mid‐year100‐00000‐32210 BLDG/PLAN REVIEW FEES 1,468,333.79 236,256.50 1,296,000.00 1,059,743.50 81.77% 1,296,000.00 0.00100‐00000‐32240 ANIMAL LICENSES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐32260 SIGN PERMITS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐32290 WETLAND PERMIT FEES 400.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐33400 STATE GRANTS AND AIDS 38,810.39 0.00 40,000.00 40,000.00 100.00% 40,000.00 0.00100‐00000‐33402 HOMESTEAD CREDIT0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐33416 POLICE TRAINING REIMBURSEMENT776.00 0.00 12,500.00 12,500.00 100.00% 12,500.00 0.00100‐00000‐33418 MUN STATE AID STREETS ‐ MAINT150,864.10 0.00 150,000.00 150,000.00 100.00% 150,000.00 0.00100‐00000‐33423 POLICE STATE AID 68,944.27 0.00 74,600.00 74,600.00 100.00% 74,600.00 0.00100‐00000‐33426 AGRICULTURAL MARKET VALUE CREDIT28,466.94 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00100‐00000‐33429 STATE AID ‐ PERA 0.00 0.00 1,845.00 1,845.00 100.00% 1,845.00 0.00100‐00000‐33615 COUNTY RECYCLING GRANT13,961.91 0.00 14,000.00 14,000.00 100.00% 14,000.00 0.00100‐00000‐33620 OTHER COUNTY GRANTS AND AIDS 1,500.00 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00100‐00000‐33640 TOWARD ZERO DEATH GRANT101,860.88 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐34100 CHARGES FOR SERVICES 8.25 95.00 0.00(95.00)0.00% 95.00 95.00100‐00000‐34101 FACILITY RENTAL 2,767.20 0.00 1,500.00 1,500.00 100.00% 1,500.00 0.00100‐00000‐34103 ZONING & SUBDIVISION FEES 57,866.00 16,765.00 45,000.00 28,235.00 62.74% 45,000.00 0.00100‐00000‐34104 BUILDING PERMIT PLAN CHECK FEE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐34105 COPIES/MAPS 5,271.00 1,657.00 100.00(1,557.00)‐1557.00% 2,000.00 1,900.00100‐00000‐34107 ASSESSMENT SEARCHES 25.00 0.00 50.00 50.00 100.00% 50.00 0.00100‐00000‐34108 TIF ADMINISTRATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐34110 CITY PLANNER REVIEW FEE 0.00 747.50 32,500.00 31,752.50 97.70% 32,500.00 0.00100‐00000‐34200 PUBLIC SAFETY PERMITS 3,700.00 0.00 4,000.00 4,000.00 100.00% 4,000.00 0.00100‐00000‐34201 SPECIAL POLICE SERVICES 3,445.00 0.00 5,000.00 5,000.00 100.00% 5,000.00 0.00100‐00000‐34203 POLICE REPORTS 210.00 0.00 400.00 400.00 100.00% 400.00 0.00100‐00000‐34300 PUBLIC WORKS PERMITS AND FEES 17,257.04 1,770.00 5,000.00 3,230.00 64.60% 5,000.00 0.00100‐00000‐34301 DUST CONTROL 42,239.81(77.92)0.00 77.92 0.00% 0.00 0.00100‐00000‐34303 ICE & SNOW REMOVAL 0.00 0.00 6,000.00 6,000.00 100.00% 6,000.00 0.00100‐00000‐34310 PUBLIC WORKS REVIEW FEE 0.00 0.00 88,200.00 88,200.00 100.00% 88,200.00 0.00100‐00000‐34400 RECYCLING 2,229.86 0.00 5,000.00 5,000.00 100.00% 5,000.00 0.00100‐00000‐34403 REFUSE COLLECTION CHARGES 5,346.16 0.00 3,250.00 3,250.00 100.00% 3,250.00 0.00100‐00000‐34700 PARK RENTAL 0.00 1,188.00 0.00(1,188.00)0.00% 1,188.00 1,188.00100‐00000‐34790 RECREATION PROGRAMMING 50,610.00 0.00 47,980.00 47,980.00 100.00% 47,980.00 0.00100‐00000‐35100 FINES 24,071.49 0.00 40,000.00 40,000.00 100.00% 40,000.00 0.00100‐00000‐36100 SPECIAL ASSESSMENTS 350.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐36200 MISCELLANEOUS REVENUES 52,999.94 356.94 4,000.00 3,643.06 91.08% 4,000.00 0.00100‐00000‐36210 INTEREST EARNINGS 18,166.26 0.00 8,000.00 8,000.00 100.00% 8,000.00 0.00100‐00000‐36220 RENTS AND ROYALTIES 4,113.00 0.00 5,000.00 5,000.00 100.00% 5,000.00 0.00100‐00000‐36230 DONATIONS 998.06 250.00 0.00(250.00)0.00% 250.00 250.00100‐00000‐36232 DEVELOPER CONTRIBUTION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐36290 SALE OF INVESTMENTS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐00000‐36400 REFUNDS/REIMBURSEMENTS 4,167.13 9.99 0.00(9.99)0.00% 9.99 9.99100‐00000‐38050 CABLE FRANCHISE FEE 0.00 56,691.37 53,000.00(3,691.37)‐6.96% 56,691.37 3,691.37100‐00000‐39101 SALE OF ASSETS 0.00 55.00 0.00(55.00)0.00% 55.00 55.00100‐00000‐39203 TRANSFER FROM OTHER FUND 269,164.00 0.00 454,148.00 454,148.00 100.00% 454,148.00 0.00TOTAL REVENUES 6,896,716.63 315,914.38 7,572,784.00 7,256,869.62 95.83% 7,580,123.36 7,339.36CITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITED END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITEDEXPENDITURESDept 41110 ‐ CITY COUNCIL100‐41110‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 7,800.00 7,218.99 19,260.00 12,041.01 62.52% 19,260.00 0.00100‐41110‐50122 FICA 483.60 0.00 1,195.00 1,195.00 100.00% 1,195.00 0.00100‐41110‐50126 MEDICARE 113.12 0.00 280.00 280.00 100.00% 280.00 0.00100‐41110‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 3,555.40 0.00 6,500.00 6,500.00 100.00% 6,500.00 0.00100‐41110‐50210 OPERATING SUPPLIES 1,001.78 3.99 3,000.00 2,996.01 99.87% 3,000.00 0.00100‐41110‐50320 COMMUNICATIONS (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41110‐50365 WORKER'S COMPENSATION INSURANCE 0.00 103.00 0.00(103.00)0.00% 0.00 0.00Total Dept 41110 ‐ CITY COUNCIL 12,953.90 7,325.98 30,235.00 22,909.02 75.77% 30,235.00 0.00Dept 41130 ‐ COMMUNICATION100‐41130‐50325 OTHER COMMUNICATION ‐ WEBSITE 3,507.99 0.00 5,000.00 5,000.00 100.00% 5,000.00 0.00100‐41130‐50350 GENERAL NOTICES AND PUB INFO 7,640.44 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00Total Dept 41130 ‐ COMMUNICATION 11,148.43 0.00 15,000.00 15,000.00 100.00% 15,000.00 0.00Dept 41320 ‐ CITY ADMINISTRATOR100‐41320‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 142,423.60 26,361.60 139,360.00 112,998.40 81.08% 139,360.00 0.00100‐41320‐50121 PERA 9,841.80 1,977.09 10,452.00 8,474.91 81.08% 10,452.00 0.00100‐41320‐50122 FICA 7,761.71 1,342.02 8,640.00 7,297.98 84.47% 8,640.00 0.00100‐41320‐50126 MEDICARE 1,815.24 313.86 2,021.00 1,707.14 84.47% 2,021.00 0.00100‐41320‐50130 EMPLOYER PAID INSURANCE 12,366.02(1,274.74)20,414.00 21,688.74 106.24% 20,414.00 0.00100‐41320‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 630.00 0.00 5,500.00 5,500.00 100.00% 5,500.00 0.00100‐41320‐50210 OPERATING SUPPLIES 1,208.18 0.00 0.00 0.00 0.00% 0.00 0.00100‐41320‐50321 TELEPHONE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41320‐50300 PROFESSIONAL SERVICES 0.00 0.00 600.00 600.00 100.00% 600.00 0.00100‐41320‐50331 TRAVEL EXPENSE 0.00 0.00 600.00 600.00 100.00% 600.00 0.00100‐41320‐50365 WORKER'S COMPENSATION INSURANCE 1,926.95 0.00 750.00 750.00 100.00% 750.00 0.00100‐41320‐50433 DUES AND MEMBERSHIPS 1,256.87 0.00 1,400.00 1,400.00 100.00% 1,400.00 0.00Total Dept 41320 ‐ CITY ADMINISTRATOR 179,230.37 28,719.83 189,737.00 161,017.17 84.86% 189,737.00 0.00Dept 41400 ‐ ADMINISTRATION100‐41400‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 251,093.39 22,278.77 223,020.00 200,741.23 90.01% 223,020.00 0.00100‐41400‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 4,888.11 0.00 0.00 0.00 0.00% 0.00 0.00100‐41400‐50121 PERA 18,728.96 1,670.91 16,726.00 15,055.09 90.01% 16,726.00 0.00100‐41400‐50122 FICA 15,293.80 1,483.91 13,828.00 12,344.09 89.27% 13,828.00 0.00100‐41400‐50126 MEDICARE 3,383.79 347.07 3,234.00 2,886.93 89.27% 3,234.00 0.00100‐41400‐50130 EMPLOYER PAID INSURANCE 74,005.53 3,838.84 54,739.00 50,900.16 92.99% 54,739.00 0.00100‐41400‐50140 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41400‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 4,769.47 0.00 7,000.00 7,000.00 100.00% 7,000.00 0.00100‐41400‐50210 OPERATING SUPPLIES 611.66 0.00 0.00 0.00 0.00% 0.00 0.00100‐41400‐50300 PROFESSIONAL SERVICES 0.00 1,925.00 0.00(1,925.00)0.00% 7,000.00 7,000.00 Administration service assistance100‐41400‐50331 TRAVEL EXPENSE 0.00 65.69 1,250.00 1,184.31 94.74% 1,250.00 0.00100‐41400‐50365 WORKER'S COMPENSATION INSURANCE 3,803.41 700.21 2,205.00 1,504.79 68.24% 2,205.00 0.00100‐41400‐50433 DUES AND MEMBERSHIPS 0.00 0.00 1,000.00 1,000.00 100.00% 1,000.00 0.00Total Dept 41400 ‐ ADMINISTRATION 376,578.12 32,310.40 323,002.00 290,691.60 90.00% 330,002.00 7,000.00Dept 41410 ‐ ELECTIONS100‐41410‐50114 TEMPORARY/SEASONAL EMPLOYEES 0.00 0.00 15,700.00 15,700.00 100.00% 15,700.00 0.00100‐41410‐50210 OPERATING SUPPLIES 2,223.82 0.00 2,000.00 2,000.00 100.00% 2,000.00 0.00100‐41410‐50331 TRAVEL EXPENSE 0.00 0.00 300.00 300.00 100.00% 300.00 0.00100‐41410‐50430 MISCELLANEOUS EXPENSE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 41410 ‐ ELECTIONS 2,223.82 0.00 18,000.00 18,000.00 100.00% 18,000.00 0.00 END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITEDDept 41500 ‐ FINANCE100‐41500‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 0.00 32,446.10 165,723.00 133,276.90 80.42% 165,723.00 0.00100‐41500‐50121 PERA 0.00 2,433.46 12,429.00 9,995.54 80.42% 12,429.00 0.00100‐41500‐50122 FICA 0.00 2,019.61 10,275.00 8,255.39 80.34% 10,275.00 0.00100‐41500‐50126 MEDICARE 0.00 472.33 2,403.00 1,930.67 80.34% 2,403.00 0.00100‐41500‐50130 EMPLOYER PAID INSURANCE 0.00 1,954.46 37,803.00 35,848.54 94.83% 37,803.00 0.00100‐41500‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 0.00 0.00 4,000.00 4,000.00 100.00% 4,000.00 0.00100‐41500‐50300 PROFESSIONAL SERVICES 45,360.00 6,400.00 43,000.00 36,600.00 85.12% 43,000.00 0.00100‐41500‐50433 DUES AND MEMBERSHIPS 0.00 0.00 750.00 750.00 100.00% 750.00 0.00Total Dept 41500 ‐ FINANCE 45,360.00 45,725.96 276,383.00 230,657.04 83.46% 276,383.00 0.00Dept 41550 ‐ ASSESSING100‐41550‐50210 OPERATING SUPPLIES 0.00 0.00 1,000.00 1,000.00 100.00% 1,000.00 0.00100‐41550‐50300 PROFESSIONAL SERVICES 94,000.00 0.00 101,000.00 101,000.00 100.00% 101,000.00 0.00Total Dept 41550 ‐ ASSESSING 94,000.00 0.00 102,000.00 102,000.00 100.00% 102,000.00 0.00Dept 41600 ‐ LEGAL100‐41600‐50300 PROFESSIONAL SERVICES 50,446.41 2,576.88 38,000.00 35,423.12 93.22% 38,000.00 0.00100‐41600‐50304 LEGAL FEES 1,526.00 4,407.58 0.00(4,407.58)0.00% 0.00 0.00Total Dept 41600 ‐ LEGAL 51,972.41 6,984.46 38,000.00 31,015.54 81.62% 38,000.00 0.00Dept 41900 ‐ CENTRAL SERVICES100‐41900‐50200 OFFICE SUPPLIES 5,304.15 585.01 4,750.00 4,164.99 87.68% 4,750.00 0.00100‐41900‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50210 OPERATING SUPPLIES 33,784.75 9,133.47 28,500.00 19,366.53 67.95% 28,500.00 0.00100‐41900‐50221 EQUIPMENT PARTS AND ACCESSORIES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50300 PROFESSIONAL SERVICES 45,781.20 6,933.45 27,500.00 20,566.55 74.79% 27,500.00 0.00100‐41900‐50304 LEGAL FEES 106.50 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50321 TELEPHONE 5,943.91 1,448.86 2,500.00 1,051.14 42.05% 2,500.00 0.00100‐41900‐50322 POSTAGE 777.30 128.85 4,000.00 3,871.15 96.78% 4,000.00 0.00100‐41900‐50350 GENERAL NOTICES AND PUB INFO 0.00 130.82 1,000.00 869.18 86.92% 1,000.00 0.00100‐41900‐50360 INSURANCE 80,576.18 9,098.00 88,000.00 78,902.00 89.66% 88,000.00 0.00100‐41900‐50380 UTILITY SERVICES 28,610.80 4,981.14 9,000.00 4,018.86 44.65% 9,000.00 0.00100‐41900‐50381 ELECTRIC UTILITIES 0.00 5,686.42 19,000.00 13,313.58 70.07% 19,000.00 0.00100‐41900‐50382 WATER & SEWER 0.00 25.46 0.00(25.46)0.00% 0.00 0.00 Budgeted in ‐381100‐41900‐50400 REPAIR AND MAINTENANCE ‐ CONTRACT11,195.53 276.42 9,500.00 9,223.58 97.09% 9,500.00 0.00100‐41900‐50401 REPAIR AND MAINTENANCE ‐ BUILDING 0.00 3,351.46 8,000.00 4,648.54 58.11% 8,000.00 0.00100‐41900‐50403 REPAIR AND MAINTENANCE ‐ VEHICLE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50404 REPAIR AND MAINTENANCE ‐ MACHINERY/EQUIP 0.00 7,257.52 2,000.00(5,257.52)‐262.88% 2,000.00 0.00100‐41900‐50413 OFFICE EQUIPMENT RENTAL 0.00 141.99 0.00(141.99)0.00% 0.00 0.00100‐41900‐50430 MISCELLANEOUS EXPENSE 8,904.32 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50431 BANKING CHARGES 331.00 0.00 400.00 400.00 100.00% 400.00 0.00100‐41900‐50432 CREDIT CARD FEES 11,995.67 0.00 8,000.00 8,000.00 100.00% 8,000.00 0.00100‐41900‐50433 DUES AND MEMBERSHIPS 31,035.61 18,973.28 25,000.00 6,026.72 24.11% 25,000.00 0.00100‐41900‐50520 BUILDINGS AND STRUCTURES 4,759.00 0.00 6,000.00 6,000.00 100.00% 6,000.00 0.00100‐41900‐50530 IMPROVEMENTS OTHER THAN BLDGS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50700 TRANSFERS 0.00 0.00 389,417.00 389,417.00 100.00% 389,417.00 0.00100‐41900‐50810 REFUNDS & REIMBURSEMENT530.46 0.00 0.00 0.00 0.00% 0.00 0.00100‐41900‐50811 INSURANCE REFUNDS 49,441.32 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 41900 ‐ CENTRAL SERVICES 319,077.70 68,152.15 632,567.00 564,414.85 89.23% 632,567.00 0.00 END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITEDDept 41910 ‐ PLANNING & ZONING100‐41910‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 58,865.48 16,592.08 99,005.00 82,412.92 83.24% 99,005.00 0.00 PT planning assistant was budgeted here100‐41910‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41910‐50111 PART‐TIME EMPLOYEES ‐ REGULAR 0.00 3,196.34 0.00(3,196.34)0.00% 0.00 0.00 Planning assistant time ‐ budgeted under FT Employee100‐41910‐50121 PERA 4,414.91 1,484.14 7,425.00 5,940.86 80.01% 7,425.00 0.00100‐41910‐50122 FICA 3,875.99 1,056.48 6,138.00 5,081.52 82.79% 6,138.00 0.00100‐41910‐50126 MEDICARE 906.48 247.08 1,436.00 1,188.92 82.79% 1,436.00 0.00100‐41910‐50130 EMPLOYER PAID INSURANCE 12,844.86(1,256.16)20,414.00 21,670.16 106.15% 20,414.00 0.00100‐41910‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 407.82 0.00 1,500.00 1,500.00 100.00% 1,500.00 0.00100‐41910‐50210 OPERATING SUPPLIES 2,140.63 0.00 0.00 0.00 0.00% 0.00 0.00100‐41910‐50300 PROFESSIONAL SERVICES 87,729.97 30,132.72 50,000.00 19,867.28 39.73% 50,000.00 0.00100‐41910‐50350 GENERAL NOTICES AND PUB INFO 386.40 0.00 1,000.00 1,000.00 100.00% 1,000.00 0.00100‐41910‐50365 WORKER'S COMPENSATION INSURANCE 554.31 0.00 407.00 407.00 100.00% 407.00 0.00100‐41910‐50430 MISCELLANEOUS EXPENSE 13,500.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41910‐50433 DUES AND MEMBERSHIPS 0.00 164.00 0.00(164.00)0.00% 164.00 164.00 Membership for planningTotal Dept 41910 ‐ PLANNING & ZONING 185,626.85 51,616.68 187,325.00 135,708.32 72.45% 187,489.00 164.00Dept 41920 ‐ INFORMATION TECHNOLOGY100‐41920‐50210 OPERATING SUPPLIES 16,312.52 6,108.55 16,000.00 9,891.45 61.82% 16,000.00 0.00100‐41920‐50221 EQUIPMENT PARTS AND ACCESSORIES 59,094.15 14,863.14 45,500.00 30,636.86 67.33% 45,500.00 0.00100‐41920‐50300 PROFESSIONAL SERVICES 86,842.10 29,852.75 95,000.00 65,147.25 68.58% 95,000.00 0.00100‐41920‐50520 BUILDINGS AND STRUCTURES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐41920‐50530 IMPROVEMENTS OTHER THAN BLDGS 6,806.45 317.28 20,000.00 19,682.72 98.41% 20,000.00 0.00100‐41920‐50810 REFUNDS & REIMBURSEMENT0.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 41920 ‐ INFORMATION TECHNOLOGY 169,055.22 51,141.72 176,500.00 125,358.28 71.02% 176,500.00 0.00Dept 42100 ‐ POLICE100‐42100‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 702,061.52 218,493.49 985,156.00 766,662.51 77.82% 985,156.00 0.00100‐42100‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 67,515.06 12,857.11 29,572.00 16,714.89 56.52% 29,572.00 0.00100‐42100‐50103 FULL‐TIME EMPLOYEES ‐ EVENT PAY 8,428.33 4,756.29 0.00(4,756.29)0.00% 0.00 0.00 Towards Zero Death time worked ‐ offsets with revenue100‐42100‐50111 PART‐TIME EMPLOYEES ‐ REGULAR 55,403.24 10,231.35 119,020.00 108,788.65 91.40% 119,020.00 0.00100‐42100‐50112 PART‐TIME EMPLOYEES ‐ OVERTIME 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42100‐50113 PART‐TIME EMPLOYEES ‐ EVENT PAY 18,397.30 2,735.05 5,000.00 2,264.95 45.30% 5,000.00 0.00100‐42100‐50121 PERA 136,841.94 40,539.90 198,165.00 157,625.10 79.54% 198,165.00 0.00100‐42100‐50122 FICA 3,876.39(410.66)4,483.00 4,893.66 109.16% 4,483.00 0.00100‐42100‐50126 MEDICARE 12,092.32 3,547.88 16,440.00 12,892.12 78.42% 16,440.00 0.00100‐42100‐50130 EMPLOYER PAID INSURANCE 191,492.16 11,149.69 203,376.00 192,226.31 94.52% 203,376.00 0.00100‐42100‐50140 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42100‐50200 OFFICE SUPPLIES 7,550.18 51.23 3,600.00 3,548.77 98.58% 3,600.00 0.00100‐42100‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 23,053.24 8,097.99 28,900.00 20,802.01 71.98% 28,900.00 0.00100‐42100‐50209 POLICE RESERVES 1,985.37 630.00 3,500.00 2,870.00 82.00% 3,500.00 0.00100‐42100‐50210 OPERATING SUPPLIES 22,183.45 1,802.46 17,000.00 15,197.54 89.40% 17,000.00 0.00100‐42100‐50212 MOTOR FUELS 27,580.50 4,751.84 22,000.00 17,248.16 78.40% 22,000.00 0.00100‐42100‐50220 REPAIR AND MAINTENANCE SUPPLIES 15,957.53 847.69 11,000.00 10,152.31 92.29% 11,000.00 0.00100‐42100‐50223 BUILDING REPAIR SUPPLIES 6,971.28 712.93 6,500.00 5,787.07 89.03% 6,500.00 0.00100‐42100‐50300 PROFESSIONAL SERVICES 27,568.78 6,045.44 21,400.00 15,354.56 71.75% 21,400.00 0.00100‐42100‐50304 LEGAL FEES 27,602.34 5,660.55 25,500.00 19,839.45 77.80% 25,500.00 0.00100‐42100‐50305 PRISONER 1,396.01 361.23 6,000.00 5,638.77 93.98% 6,000.00 0.00100‐42100‐50321 TELEPHONE 12,259.69 2,580.12 9,500.00 6,919.88 72.84% 9,500.00 0.00100‐42100‐50322 POSTAGE 67.90 0.00 250.00 250.00 100.00% 250.00 0.00100‐42100‐50323 RADIO UNITS 20,375.65 3,038.24 21,500.00 18,461.76 85.87% 21,500.00 0.00100‐42100‐50350 GENERAL NOTICES AND PUB INFO 0.00 170.85 800.00 629.15 78.64% 800.00 0.00100‐42100‐50365 WORKER'S COMPENSATION INSURANCE 71,811.80 134,618.00 48,000.00(86,618.00)‐180.45% 134,618.00 86,618.00 Higher than anticipated insurance premiums100‐42100‐50381 ELECTRIC UTILITIES 10,020.10 180.80 0.00(180.80)0.00% 0.00 0.00 Electric bills100‐42100‐50400 REPAIR AND MAINTENANCE ‐ CONTRACT0.00 13.19 1,000.00 986.81 98.68% 1,000.00 0.00100‐42100‐50403 REPAIR AND MAINTENANCE ‐ VEHICLE 0.00 768.09 4,700.00 3,931.91 83.66% 4,700.00 0.00100‐42100‐50417 UNIFORMS 18,596.37 3,968.86 22,600.00 18,631.14 82.44% 22,600.00 0.00100‐42100‐50430 MISCELLANEOUS EXPENSE 0.00 1,376.44 0.00(1,376.44)0.00% 1,376.44 1,376.44 Insurance claim ‐ offsets with revenue END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITED100‐42100‐50433 DUES AND MEMBERSHIPS 3,596.47 1,202.10 2,800.00 1,597.90 57.07% 2,800.00 0.00100‐42100‐50435 GRANT DISBURSEMENT50,802.25 0.00 0.00 0.00 0.00% 0.00 0.00 As of Q4 2021, Corcoran is not administrator for TZD grant100‐42100‐50550 MOTOR VEHICLES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42100‐50810 REFUNDS & REIMBURSEMENT16,284.55 0.00 0.00 0.00 0.00% 0.00 0.00100‐42100‐50811 INSURANCE REFUNDS 746.31 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 42100 ‐ POLICE 1,562,518.03 480,778.15 1,817,762.00 1,336,983.85 73.55% 1,905,756.44 87,994.44Dept 42102 ‐ POLICE ADMINISTRATION100‐42102‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 89,286.34 27,540.52 125,379.00 97,838.48 78.03% 125,379.00 0.00100‐42102‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 703.44 37.17 500.00 462.83 92.57% 500.00 0.00100‐42102‐50121 PERA 6,749.20 2,068.33 9,441.00 7,372.67 78.09% 9,441.00 0.00100‐42102‐50122 FICA 5,753.19 1,788.59 7,804.00 6,015.41 77.08% 7,804.00 0.00100‐42102‐50126 MEDICARE 1,345.51 418.30 1,825.00 1,406.70 77.08% 1,825.00 0.00100‐42102‐50130 EMPLOYER PAID INSURANCE 19,877.02 2,763.83 34,777.00 32,013.17 92.05% 34,777.00 0.00100‐42102‐50140 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 42102 ‐ POLICE ADMINISTRATION 123,714.70 34,616.74 179,726.00 145,109.26 80.74% 179,726.00 0.00Dept 42151 ‐ EMERGENCY MANAGEMENT100‐42151‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 0.00 0.00 1,250.00 1,250.00 100.00% 1,250.00 0.00100‐42151‐50210 OPERATING SUPPLIES 0.00 0.00 5,450.00 5,450.00 100.00% 5,450.00 0.00100‐42151‐50381 ELECTRIC UTILITIES 0.00 0.00 600.00 600.00 100.00% 600.00 0.00100‐42151‐50404 REPAIR AND MAINTENANCE ‐ MACHINERY/EQUIP 0.00 0.00 1,700.00 1,700.00 100.00% 1,700.00 0.00100‐42151‐50433 DUES AND MEMBERSHIPS 0.00 0.00 500.00 500.00 100.00% 500.00 0.00Total Dept 42151 ‐ EMERGENCY MANAGEMENT 0.00 0.00 9,500.00 9,500.00 100.00% 9,500.00 0.00Dept 42200 ‐ FIRE100‐42200‐50300 PROFESSIONAL SERVICES 384,240.51 111,483.64 427,000.00 315,516.36 73.89% 427,000.00 0.00100‐42200‐50580 OTHER EQUIPMENT0.00 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00Total Dept 42200 ‐ FIRE 384,240.51 111,483.64 437,000.00 325,516.36 74.49% 437,000.00 0.00Dept 42400 ‐ BUILDING INSPECTION100‐42400‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 105,020.92 24,617.20 119,604.00 94,986.80 79.42% 119,604.00 0.00100‐42400‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 35.67 227.70 1,000.00 772.30 77.23% 1,000.00 0.00100‐42400‐50121 PERA 7,943.66 1,863.37 9,046.00 7,182.63 79.40% 9,046.00 0.00100‐42400‐50122 FICA 7,186.47 1,658.05 7,477.00 5,818.95 77.82% 7,477.00 0.00100‐42400‐50126 MEDICARE 1,873.72 387.75 1,748.00 1,360.25 77.82% 1,748.00 0.00100‐42400‐50130 EMPLOYER PAID INSURANCE 8,814.23 2,722.68 21,056.00 18,333.32 87.07% 21,056.00 0.00100‐42400‐50300 PROFESSIONAL SERVICES 132,407.16 78,729.90 470,000.00 391,270.10 83.25% 489,000.00 19,000.00 Delay in invoice of inspection work, Fee Analysis Study100‐42400‐50303 ENGINEERING FEES 9,963.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42400‐50437 SURCHARGES 100‐20809 16,404.82 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 42400 ‐ BUILDING INSPECTION 289,649.65 110,206.65 629,931.00 519,724.35 82.50% 648,931.00 19,000.00Dept 42401 ‐ CODE ENFORCEMENT100‐42401‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50121 PERA 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50122 FICA 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50126 MEDICARE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50130 EMPLOYER PAID INSURANCE 0.00 350.00 0.00(350.00)0.00% 0.00 0.00100‐42401‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50210 OPERATING SUPPLIES 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50212 MOTOR FUELS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50300 PROFESSIONAL SERVICES 33,775.55 4,589.50 20,000.00 15,410.50 77.05% 20,000.00 0.00100‐42401‐50365 WORKER'S COMPENSATION INSURANCE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50417 UNIFORMS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐42401‐50433 DUES AND MEMBERSHIPS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 42401 ‐ CODE ENFORCEMENT 33,775.55 4,939.50 20,000.00 15,060.50 75.30% 20,000.00 0.00 END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITEDDept 43100 ‐ HIGHWAYS, STREETS & ROADWAYS100‐43100‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 530,100.69 137,546.86 850,952.00 713,405.14 83.84% 850,952.00 0.00100‐43100‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 47,630.68 28,482.56 49,000.00 20,517.44 41.87% 49,000.00 0.00100‐43100‐50111 PART‐TIME EMPLOYEES ‐ REGULAR 0.00 2,969.73 0.00(2,969.73)0.00% 4,000.00 4,000.00 Part‐time plowers budgeted in FT employee wage in Parks dept100‐43100‐50112 PART‐TIME EMPLOYEES ‐ OVERTIME 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐43100‐50121 PERA 42,312.83 12,988.25 67,496.00 54,507.75 80.76% 67,496.00 0.00100‐43100‐50122 FICA 34,494.16 10,675.30 55,797.00 45,121.70 80.87% 55,797.00 0.00100‐43100‐50126 MEDICARE 8,067.18 2,496.46 13,049.00 10,552.54 80.87% 13,049.00 0.00100‐43100‐50130 EMPLOYER PAID INSURANCE 122,821.35 9,007.10 196,960.00 187,952.90 95.43% 196,960.00 0.00100‐43100‐50140 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐43100‐50200 OFFICE SUPPLIES 104.10 0.00 1,000.00 1,000.00 100.00% 1,000.00 0.00100‐43100‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 5,422.25 397.79 7,500.00 7,102.21 94.70% 7,500.00 0.00100‐43100‐50210 OPERATING SUPPLIES 53,858.80 2,348.37 31,000.00 28,651.63 92.42% 31,000.00 0.00100‐43100‐50212 MOTOR FUELS 41,034.28 8,683.16 40,000.00 31,316.84 78.29% 40,000.00 0.00100‐43100‐50220 REPAIR AND MAINTENANCE SUPPLIES 68,316.45 12,693.81 40,000.00 27,306.19 68.27% 40,000.00 0.00100‐43100‐50223 BUILDING REPAIR SUPPLIES 20,930.46 1,972.40 5,000.00 3,027.60 60.55% 5,000.00 0.00100‐43100‐50225 LANDSCAPE/DITCH MATERIALS 29,563.51 2,174.95 40,000.00 37,825.05 94.56% 40,000.00 0.00100‐43100‐50226 SIGN REPAIR MATERIALS 0.00 0.00 7,500.00 7,500.00 100.00% 7,500.00 0.00100‐43100‐50300 PROFESSIONAL SERVICES 305.22 0.00 0.00 0.00 0.00% 0.00 0.00100‐43100‐50321 TELEPHONE 11,063.33 1,684.18 11,500.00 9,815.82 85.35% 11,500.00 0.00100‐43100‐50323 RADIO UNITS 0.00 231.66 2,000.00 1,768.34 88.42% 2,000.00 0.00100‐43100‐50350 GENERAL NOTICES AND PUB INFO 0.00 182.06 500.00 317.94 63.59% 500.00 0.00100‐43100‐50365 WORKER'S COMPENSATION INSURANCE 13,820.43 33,716.00 9,200.00(24,516.00)‐266.48% 33,716.00 24,516.00 Higher than anticipated insurance premiums100‐43100‐50380 UTILITY SERVICES 12,987.77 4,413.32 21,000.00 16,586.68 78.98% 21,000.00 0.00100‐43100‐50381 ELECTRIC UTILITIES 10,006.37 6,009.23 10,000.00 3,990.77 39.91% 25,000.00 15,000.00100‐43100‐50400 REPAIR AND MAINTENANCE ‐ CONTRACT153,126.71 201.71 4,000.00 3,798.29 94.96% 4,000.00 0.00100‐43100‐50401 REPAIR AND MAINTENANCE ‐ BUILDING 0.00 118.70 10,000.00 9,881.30 98.81% 10,000.00 0.00100‐43100‐50403 REPAIR AND MAINTENANCE ‐ VEHICLE 0.00 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00100‐43100‐50417 UNIFORMS 11,467.46 2,219.19 12,500.00 10,280.81 82.25% 12,500.00 0.00100‐43100‐50430 MISCELLANEOUS EXPENSE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐43100‐50433 DUES AND MEMBERSHIPS 250.00 0.00 300.00 300.00 100.00% 300.00 0.00100‐43100‐50810 REFUNDS & REIMBURSEMENT5,720.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐43100‐50811 INSURANCE REFUNDS 50,746.31 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 43100 ‐ HIGHWAYS, STREETS & ROADWAYS 1,274,150.34 281,212.79 1,496,254.00 1,215,041.21 81.21% 1,539,770.00 43,516.00Dept 43121 ‐ PAVED STREETS100‐43121‐50224 STREET MAINTENANCE MATERIALS 76,565.00 1,410.00 15,000.00 13,590.00 90.60% 15,000.00 0.00100‐43121‐50400 REPAIR AND MAINTENANCE ‐ CONTRACT0.00 0.00 252,500.00 252,500.00 100.00% 252,500.00 0.00Total Dept 43121 ‐ PAVED STREETS 76,565.00 1,410.00 267,500.00 266,090.00 99.47% 267,500.00 0.00Dept 43122 ‐ UNPAVED STREETS100‐43122‐50224 STREET MAINTENANCE MATERIALS 124,694.17 0.00 115,000.00 115,000.00 100.00% 115,000.00 0.00100‐43122‐50400 REPAIR AND MAINTENANCE ‐ CONTRACT110,480.78 0.00 182,500.00 182,500.00 100.00% 182,500.00 0.00Total Dept 43122 ‐ UNPAVED STREETS 235,174.95 0.00 297,500.00 297,500.00 100.00% 297,500.00 0.00Dept 43125 ‐ ICE & SNOW REMOVAL100‐43125‐50210 OPERATING SUPPLIES 40,350.01 442.98 53,000.00 52,557.02 99.16% 53,000.00 0.00100‐43125‐50300 PROFESSIONAL SERVICES 0.00 12.50 2,100.00 2,087.50 99.40% 2,100.00 0.00Total Dept 43125 ‐ ICE & SNOW REMOVAL 40,350.01 455.48 55,100.00 54,644.52 99.17% 55,100.00 0.00Dept 43170 ‐ ENGINEERING100‐43170‐50300 PROFESSIONAL SERVICES 104,853.42 0.00 50,000.00 50,000.00 100.00% 50,000.00 0.00100‐43170‐50309 WATERSHED LGU 21,684.63 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00Total Dept 43170 ‐ ENGINEERING 126,538.05 0.00 60,000.00 60,000.00 100.00% 60,000.00 0.00 END BALANCE YTD BALANCE 2022 AVAILABLE % BUDGET YEAR END VARIANCEGL NUMBER DESCRIPTION 12/31/2021 03/31/2022 AMENDED BUDGET BALANCE REMAINING PROJECTION BUDGET VS. YEP COMMENTSCITY OF CORCORAN2022 PERFORMANCE REPORT ‐ GENERAL FUNDPERIOD ENDING 03/31/2022UNAUDITEDDept 43201 ‐ RECYCLING100‐43201‐50210 OPERATING SUPPLIES 2,980.02 0.00 3,500.00 3,500.00 100.00% 3,500.00 0.00100‐43201‐50300 PROFESSIONAL SERVICES 7,483.13 0.00 10,000.00 10,000.00 100.00% 10,000.00 0.00Total Dept 43201 ‐ RECYCLING 10,463.15 0.00 13,500.00 13,500.00 100.00% 13,500.00 0.00Dept 45100 ‐ RECREATION100‐45100‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 0.00 7,672.80 32,801.00 25,128.20 76.61% 32,801.00 0.00100‐45100‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐45100‐50121 PERA 0.00 575.46 2,460.00 1,884.54 76.61% 2,460.00 0.00100‐45100‐50122 FICA 0.00 508.32 2,033.00 1,524.68 75.00% 2,033.00 0.00100‐45100‐50126 MEDICARE 0.00 118.87 475.00 356.13 74.97% 475.00 0.00100‐45100‐50130 EMPLOYER PAID INSURANCE 0.00 1,054.91 8,694.00 7,639.09 87.87% 8,694.00 0.00100‐45100‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 0.00 0.00 900.00 900.00 100.00% 900.00 0.00100‐45100‐50210 OPERATING SUPPLIES 0.00 3,000.15 28,180.00 25,179.85 89.35% 28,180.00 0.00100‐45100‐50300 PROFESSIONAL SERVICES 0.00 159.00 2,130.00 1,971.00 92.54% 2,130.00 0.00100‐45100‐50321 TELEPHONE 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐45100‐50417 UNIFORMS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐45100‐50433 DUES AND MEMBERSHIPS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐45100‐50810 REFUNDS & REIMBURSEMENT0.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 45100 ‐ RECREATION 0.00 13,089.51 77,673.00 64,583.49 83.15% 77,673.00 0.00Dept 45200 ‐ PARKS100‐45200‐50101 FULL‐TIME EMPLOYEES ‐ REGULAR 92,842.17 11,651.14 86,729.00 75,077.86 86.57% 86,729.00 0.00100‐45200‐50102 FULL‐TIME EMPLOYEES ‐ OVERTIME 1,065.59 0.00 0.00 0.00 0.00% 0.00 0.00100‐45200‐50121 PERA 4,334.15 575.46 2,460.00 1,884.54 76.61% 2,460.00 0.00100‐45200‐50122 FICA 6,101.18 755.00 5,378.00 4,623.00 85.96% 5,378.00 0.00100‐45200‐50126 MEDICARE 1,426.89 176.59 1,258.00 1,081.41 85.96% 1,258.00 0.00100‐45200‐50130 EMPLOYER PAID INSURANCE 14,708.70 1,147.07 8,694.00 7,546.93 86.81% 8,694.00 0.00100‐45200‐50140 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00% 0.00 0.00100‐45200‐50207 TRAINING AND INSTRUCTIONAL SUPPLIES 55.00 0.00 400.00 400.00 100.00% 400.00 0.00100‐45200‐50210 OPERATING SUPPLIES 24,404.31 653.47 27,500.00 26,846.53 97.62% 27,500.00 0.00100‐45200‐50221 EQUIPMENT PARTS AND ACCESSORIES 37,507.07 2,000.00 30,000.00 28,000.00 93.33% 30,000.00 0.00100‐45200‐50261 RECREATION PROGRAMMING 11,803.77 0.00 0.00 0.00 0.00% 0.00 0.00100‐45200‐50300 PROFESSIONAL SERVICES 768.00 25.00 370.00 345.00 93.24% 370.00 0.00100‐45200‐50321 TELEPHONE 682.39 285.48 800.00 514.52 64.32% 800.00 0.00100‐45200‐50365 WORKER'S COMPENSATION INSURANCE 15,281.10 13,949.00 10,500.00(3,449.00)‐32.85% 10,500.00 0.00 Higher than anticipated insurance premium100‐45200‐50380 UTILITY SERVICES 5,767.11 1,547.02 4,000.00 2,452.98 61.32% 6,000.00 2,000.00100‐45200‐50381 ELECTRIC UTILITIES 0.00 462.41 1,500.00 1,037.59 69.17% 1,500.00 0.00100‐45200‐50382 WATER & SEWER 0.00 0.00 2,500.00 2,500.00 100.00% 2,500.00 0.00100‐45200‐50433 DUES AND MEMBERSHIPS 800.00 0.00 500.00 500.00 100.00% 500.00 0.00100‐45200‐50530 IMPROVEMENTS OTHER THAN BLDGS 38,810.39 18,224.63 40,000.00 21,775.37 54.44% 40,000.00 0.00100‐45200‐50810 REFUNDS & REIMBURSEMENT2,210.00 0.00 0.00 0.00 0.00% 0.00 0.00Total Dept 45200 ‐ PARKS 258,567.82 51,452.27 222,589.00 171,136.73 76.88% 224,589.00 2,000.00Dept 49360 ‐ TRANSFER TO OTHER FUNDS100‐49360‐50720 INTERFUND TRANSFERS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 2021 transfers will be completed with audit May 2022Total Dept 49360 ‐ TRANSFER TO OTHER FUNDS 0.00 0.00 0.00 0.00 0.00% 0.00 0.00TOTAL EXPENDITURES 5,862,934.58 1,381,621.91 7,572,784.00 6,191,162.09 81.76% 7,732,458.44 159,674.44TOTAL REVENUES 6,896,716.63 315,914.38 7,572,784.00 7,256,869.62 95.83% 7,580,123.36 7,339.36TOTAL EXPENDITURES 5,862,934.58 1,381,621.91 7,572,784.00 6,191,162.09 81.76% 7,732,458.44 159,674.44NET OF REVENUES & EXPENDITURES 1,033,782.05(1,065,707.53)0.00 1,065,707.53(152,335.08) (152,335.08) City of Corcoran 2022 City Council Schedule Agenda Item: 12. May 12, 2022 Work Session • Natural Resources May 12, 2022 • Watershed Commissioner Guenthner – Presentation • Memorial Bench Program • Gateway Sign Discussion • Westside Tire Variance, SP and IUP (city file 22-011) • Hackamore Project Review • Water Connection Fee – Ordinance Amendments • Job Description Approval and Authorization to Hire – Administrative Services Director and Development Superintendent • Solid Waste Hauler Ordinance Change Request (Start time) • St. Therese Property Closing – Resolution • Tavera McKown early grading • Bechtold Farm Final Plat/DA (city file 22-024) May 26, 2022 Work Session • Residential Design Standards May 26, 2022 • Active Corcoran Planning Applications • NE District Plan and Design Guidelines update standards • EAW Decision – Hwy 55 Business Park • Three Rivers Park District – Diamond Lake Regional Trail Presentation • Pulte Walcott Glen – Rezoning, PUD plan and Preliminary Plat (city file 22-015) • Kariemni Acres – Preliminary Plat and Variance • Memorial Bench Program • Ditzer Garage CUP (city file 22-020) • Corcoran Farms Business Park Order EAW distribution (city file 22-006) June 9, 2022 • 2021 Audit • RFP Schedule – When and How Often • 2023 Budget Goals • Hackamore Road 75% Design