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2023-04-27 Council Agenda Packet
Corcoran City Council Agenda April 27, 2023 - 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.Oath of Office - Aaron Burns b.Resolution Recognizing National Public Service Week* 7.Consent Agenda a.2023-02-23 Draft Work Session and Regular Council Minutes* b.2022-08-11 and 08-25 Draft Work Sessions and Regular Council Minutes* c.Financial Claims* d.Body Worn Camera Audit* e.Keefe Minor Subdivision* f.CR10 & Brockton Lane Turn Lane Improvements – Bid Award* g.Hunters Ridge Street Improvements - Geotechnical Quote* h.Comcast Broadband Agreement* i.Resolution 2023-39 Charitable Gambling Permit-St. Thomas Church* j.Resolution 2023-40 Temporary Liquor Licenses-Corcoran Lions* k.Engineering Proposal for Pedestrian Crossings* 8.Planning Business -- Public Comment Opportunity a.Cook Lake Highland PUD Amendment* b.Scherber Roll Off CUP and Site Plan* c.Rush Creek Reserve 3rd Addition Final Plat and Final PUD* d.Public Hearing: Rush Creek Reserve 3rd Addition Easement Vacation* e.Karinemni Concept Plan* f.Transition Buffer Yard Amendment Discussion* 9.Unfinished Business – Public Comment Opportunity a.Parks and Trail Commission Appointment* b.Fund Creation* 10.New Business – Public Comment Opportunity a.Park Design Assistance* b.Project Closeout Outline* c.City Center Drive Streetscape* 11.Staff Reports a.Planning Project Update* b.Hackamore Road Improvement Project Update 12.Closed Sessions a.Hackamore Road Improvements and Purchase of Property 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: 874 4449 5679 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/87444495679 visit http://www.zoom.us and enter Meeting ID: 874 4449 5679 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 provi * 12. Closed Sessions Continued b. Dicussion of properties: 13. 2023 City Council Schedule* 14. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 23-119-23-14-0005 26-119-23-21-0006 25-119-23-11-0001 25-119-23-23-0001 26-119-23-24-0008 14-119-23-31-0010 14-119-23-41-0002 12-119-23-33-0001 24-119-23-31-0009 26-119-23-21-0007 25-119-23-12-0002 23-119-23-11-0001 26-119-23-21-0008 25-119-23-12-0003 14-119-12-13-0004 STAFF REPORT Agenda Item: 4. Summary The advisory commission representatives for the April 27, 2023, Council meeting are as follows: • Planning Commission: Jay Van Den Einde • Parks and Trails Commission: Phil Christenson Financial/Budget N/A Council Action N/A Attachments N/A Council Meeting: April 27, 2023 Prepared By: Topic: Action Required Informational STAFF REPORT Agenda Item: 6b. Council Meeting: April 27, 2023 Prepared By: Jessica Beise Topic: National Public Service Week – May 7-13, 2023 Action Required: Approval Summary: National Public Service Week, May 7-13, 2023, is an opportunity to recognize administrative staff working at municipal, county, state and federal levels . Administrative staff includes areas of administration, clerk, finance, parks and recreation, and planning. Separate resolutions will recognize National Police Week (May 14-20, 2023), and National Public Works Week (May 21-27, 2023), and will be scheduled accordingly at future Council meetings. Financial/Budget: N/A Options: 1.Approve Resolution 2023-41 Recognizing National Public Service Week and Administrative Staff. 2.Decline Resolution 2023-41 Recognizing National Public Service Week and Administrative Staff. Recommendation: Approve Resolution 2023-41 as presented. Council Action: Consider a motion to approve Resolution 2023-41 Recognizing National Public Service Week and Honoring Administrative Staff. Attachments: 1.Resolution 2023-41 Recognizing National Public Service Week and Administrative Staff. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-41 Page 1 of 1 Motion By: Seconded By: A RESOLUTION RECOGNIZING NATIONAL PUBLIC SERVICE WEEK AND ADMINISTRATIVE STAFF WHEREAS, the City of Corcoran finds it important to recognize the work of the City staff; and WHEREAS, National Public Service Week is May 7-13, 2023; and WHEREAS, as part of National Public Service week, efforts are recognized within the City’s administrative staff including areas of administration, clerk, finance, parks and recreation, and planning; and WHEREAS, the City recognizes the efforts made enacting the City’s vision and goals while providing excellent customer service to the residents and customers of the City of Corcoran; and WHEREAS, the City of Corcoran recognizes the time, energy, and dedication, provided by the City’s administrative staff. NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, the City Council hereby honors administrative staff and recognizes National Public Service Week. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April, 2023. ________________________________ Tom McKee -- Mayor ATTEST: City Seal ____________________________________ Michelle Friedrich – City Clerk STAFF REPORT Agenda Item: 7a. Council Meeting: April 27, 2023 Prepared By: Michelle Friedrich Topic: Draft Council Work Session Minutes – February 23, 2023 Draft Council Minutes – February 23, 2023 Action Required: Informational Summary: Draft Minutes for the Council Work Session and Minutes for the Council Meeting for February 23, 2023, 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 25, 2023. STAFF REPORT Agenda Item: 7b. Council Meeting: April 27, 2023 Prepared By: Michelle Friedrich Topic: Draft Council Work Session Minutes –August 11 and 25, 2022 Draft Council Minutes – August 11 and 25, 2022 Action Required: Informational Summary: Draft Minutes for the Council Work Sessions and Minutes for the Council Meetings for August 11, and August 25, 2022, 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 25, 2023. Agenda Item 7c. Council Meeting Date: 4/27/2023 Prepared By:Maggie Ung Amount Project name $0.00 -$ $416,637.26 416,637.26$ 143,660.01$ 560,297.27$ Date Paid to Amount Description 4/6/2023 ADP 108,033.87$ Net Payroll and Taxes 4/7/2023 RevTrak 71.75$ Credit card Fee 4/7/2023 MN State - Empower 5,635.37$ Employee Deferred Comp/Healthcare Savings 4/7/2023 MN PERA 23,842.78$ Employee Pension 4/10/2023 InvoiceCloud 1,152.04$ Credit card Fee 4/10/2023 Optum Bank 4,456.42$ Employee HSA 4/14/2023 ADP 316.44$ Payroll Processing Fee 4/18/2023 MN Dept of Revenue 151.34$ Fuel Tax Payment Total 143,660.01$ 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 Total Total Fund #500 = (See attached Payments Detail) FINANCIAL CLAIMS CHECK RANGE FUND #500 ESCROW CLAIMS Paid to SEE THE REGISTER FOR #500 CLAIMS CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33657 33657540.00 04/14/2320232023 SOCCER BACKGROUND CHECKSMN BCA04/14/23100-45100-50300 540.00 Total For Check 33657 Check 33658 33658119.76 04/27/2311180898GLOVES/BATTERY BLOWERACME TOOLS04/18/23100-43201-50210 33658263.12 04/27/2311180898GLOVES/BATTERY BLOWERACME TOOLS04/18/23100-45200-50210 382.88 Total For Check 33658 Check 33659 33659113.00 04/27/2314369FIREARM TRAINING AWARDSALTA04/11/23204-42100-50210 113.00 Total For Check 33659 Check 33660 3366076.82 04/27/2313NP-PJ7Y-9DJCUSB TYPE C EXTENSION CABLE/USB HUB AMAZON CAPITAL SERVICES04/08/23100-42100-50210 3366094.99 04/27/231TJ3-VHYQ-4G6PTOUCHLESS PAPER TOWEL DISPENSERAMAZON CAPITAL SERVICES04/07/23100-42100-50223 3366026.49 04/27/231J3X-R6MT-FP6DFAS SAFETY GLASSESAMAZON CAPITAL SERVICES04/08/23204-42100-50210 198.30 Total For Check 33660 Check 33661 33661990.00 04/27/23200483CMM SPRING MAINTENANCEB & D PLUMBING HEATING & AC03/30/23100-43100-50401 990.00 Total For Check 33661 Check 33662 3366239.10 04/27/232324978UNLEADED 87BEAUDRY OIL COMPANY04/10/23100-41900-50212 3366227.44 04/27/232315773UNLEADED 87BEAUDRY OIL COMPANY03/31/23100-41900-50212 336621,720.30 04/27/232324978UNLEADED 87BEAUDRY OIL COMPANY04/10/23100-42100-50212 336621,207.61 04/27/232315773UNLEADED 87BEAUDRY OIL COMPANY03/31/23100-42100-50212 33662195.49 04/27/232324978UNLEADED 87BEAUDRY OIL COMPANY04/10/23100-43100-50212 33662189.62 04/27/232324977ULS #2 DYED DIESEL B10BEAUDRY OIL COMPANY04/10/23100-43100-50212 33662137.23 04/27/232315773UNLEADED 87BEAUDRY OIL COMPANY03/31/23100-43100-50212 336621,057.00 04/27/232315772ULS2 DYED KODIAK WINTER B5BEAUDRY OIL COMPANY03/31/23100-43100-50212 4,573.79 Total For Check 33662 Check 33663 33663699.79 04/27/236670SQUAD REPAIR - K9 SQUAD #566BLACKFIRE CREATIVE04/13/23100-42100-50220 33663692.76 04/27/236638ENTRY WAY PD SIGN/ENTRY WAY DOORBEBLACKFIRE CREATIVE03/24/23100-42100-50223 33663500.00 04/27/236638ENTRY WAY PD SIGN/ENTRY WAY DOORBEBLACKFIRE CREATIVE03/24/23100-42100-50400 33663350.00 04/27/236670SQUAD REPAIR - K9 SQUAD #566BLACKFIRE CREATIVE04/13/23100-42100-50403 2,242.55 Total For Check 33663 Check 33664 33664418.00 04/27/2314619SERVICE FEE FOR ONLINE PERMIT APPLBS& A SOFTWARE05/01/23100-41920-50221 418.00 Total For Check 33664 Check 33665 33665200.10 04/27/2323-138777FORD EXPLORER - TIRE CHANGE/ISSUEBURDAS TOWING04/05/23100-42100-50403 33665690.90 04/27/2323-1365692008 CHEVROLET IMPALA (VIN:5668) DBURDAS TOWING04/05/23205-42100-50210 891.00 Total For Check 33665 Check 33666 33666222.21 04/27/2303-2023GAS BILL - MARCH 2023CENTERPOINT ENERGY 04/06/23100-41900-50380 222.21 Total For Check 33666 Check 33667 33667714.14 04/27/2303282023PW LANDLINECENTURY LINK02/28/23100-43100-50321 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33667 714.14 Total For Check 33667 Check 33668 33668133.06 04/27/234151592007CITY HALL MATSCINTAS - 47004/05/23100-41900-50400 3366855.12 04/27/234151592106LG BATH TOWEL BLUECINTAS - 47004/05/23100-43100-50400 3366887.81 04/27/234151591991CRT BLUE/CABINETCINTAS - 47004/05/23100-43100-50400 33668132.52 04/27/234152296619SM SHOP TOWELS / CRT BLUE CINTAS - 47004/12/23100-43100-50400 3366855.12 04/27/234152296647LG BATH TOWEL BLUECINTAS - 47004/12/23100-43100-50400 3366818.20 04/27/234152296569GRAY MICROFIBER WIPESCINTAS - 47004/12/23100-43100-50400 33668194.17 04/27/234151592243UNIFORMS CINTAS - 47004/05/23100-43100-50417 33668194.17 04/27/234152296681UNIFORMS CINTAS - 47004/12/23100-43100-50417 870.17 Total For Check 33668 Check 33669 3366953.46 04/27/23033120236604 WILDFLOWER TRL CITY OF CORCORAN03/31/23100-41900-50380 53.46 Total For Check 33669 Check 33670 33670425.00 04/27/2304052023-1JOINT PUBLIC WORKS SAFETY TRAININGCITY OF ST. MICHAEL04/05/23100-43100-50207 425.00 Total For Check 33670 Check 33671 33671234.52 04/27/2304052023CITY HALL/POLICE INTERNETCOMCAST - 002320204/05/23100-41900-50321 33671234.52 04/27/2304052023CITY HALL/POLICE INTERNETCOMCAST - 002320204/05/23100-42100-50321 469.04 Total For Check 33671 Check 33672 33672288.41 04/27/23170235944PW INTERNETCOMCAST - 93089903504/01/23100-43100-50380 288.41 Total For Check 33672 Check 33673 336732,942.22 04/27/231153061SALT SUPPLIESCOMPASS MINERALS03/10/23100-43125-50210 336732,347.33 04/27/231153771SALT SUPPLIESCOMPASS MINERALS03/13/23100-43125-50210 5,289.55 Total For Check 33673 Check 33674 336743,072.00 04/27/23347297IT SUPPORT SERVICESCOMPUTER INTEGRATION TECH03/31/23100-41920-50300 33674267.00 04/27/23348032MICROSOFT WINDOWS SERVER STANDARD COMPUTER INTEGRATION TECH04/11/23100-41920-50300 336741,622.00 04/27/23347878MONTHLY BILLING AGREEMENT OFFICE 3COMPUTER INTEGRATION TECH04/14/23100-41920-50300 336744,416.50 04/27/23348264MONTHLY BILLING FOR MANAGED SERVICCOMPUTER INTEGRATION TECH04/14/23100-41920-50300 33674885.00 04/27/23348659MONTHLY BILLING AGREEEMENT MANAGED COMPUTER INTEGRATION TECH04/14/23100-41920-50300 10,262.50 Total For Check 33674 Check 33675 33675134.85 04/27/23114X90648904OFFICE WATER (MARCH 2023)CULLIGAN BOTTLED WATER03/31/23100-41900-50210 134.85 Total For Check 33675 Check 33676 3367643.72 04/27/23S102635387.0013/4" HALF TURN ANTI SIPHON FROST PDAKOTA SUPPLY GROUP04/07/23100-45200-50210 43.72 Total For Check 33676 Check 33677 3367759.57 04/27/23942485APRIL 27 PH RUSH CREEK EASEMENT POECM PUBLISHERS INC04/13/23100-41910-50350 59.57 Total For Check 33677 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33678 33678102.58 04/27/2394714BACKGROUND INVESTIGATIONEMPLOYEE RELATIONS, INC.03/31/23100-41400-50300 102.58 Total For Check 33678 Check 33679 33679550.08 04/27/239667384102CASTER WHEELSGRAINGER04/07/23100-45200-50221 550.08 Total For Check 33679 Check 33680 33680342.58 04/27/231000204524JAIL CHARGES MARCH 2023HENN CO SHERIFF03/31/23100-42100-50305 342.58 Total For Check 33680 Check 33681 336817.50 04/27/231000204941VIEW RECORDED DOCUMENTHENNEPIN COUNTY ACCOUNTS REC04/10/23100-42400-50300 7.50 Total For Check 33681 Check 33682 33682988.59 04/27/23BEISE 20232023 ICMA MEMBERSHIP (7/1/23 - 6/3ICMA04/14/23100-41320-50433 988.59 Total For Check 33682 Check 33683 3368367.38 04/27/2321609FIREARM SAFETY AWARDKUDOS AWARDS INC04/17/23204-42100-50210 67.38 Total For Check 33683 Check 33684 33684546.75 04/27/2334255COOK LAKE PUD AMENDMENT CONCEPT 23LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-017 336841,347.00 04/27/2334245TAVERA 5TH FP/FPUD 22-068LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-056 3368439.50 04/27/2334243TAVERA 2ND ADD FP/FPUD 21-036LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-056 33684436.50 04/27/2334241TAVERA 3RD ADDITION FP & FPUD CITY LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-056 336841,839.00 04/27/2334249TAVERA 4TH FPUD AND FP 22-028LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-056 3368448.50 04/27/2334240RAVINIA 12TH FINAL PLAT & FINAL PULANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-058 33684597.25 04/27/2334242AMBERLEY & BELLWETHER 6TH FP & FPULANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-087 33684764.25 04/27/2334239ENCORE FINAL PUD & FP 18-027LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-087 33684160.75 04/27/2334250BELLWETHER 8TH FP AND FPUD 22-007LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-087 33684169.75 04/27/2334253RUSH CREEK RESERVE 3RD CITY FILE 2LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-098 33684937.50 04/27/2334244SCHERBER CUP/SP CITY FILE 21-007LANDFORM PROFESSIONAL SERVIC04/10/23100-00000-22205-110 336841,216.00 04/27/2334248BUFFER YARD ORDINANCE AMENDMENTLANDFORM PROFESSIONAL SERVIC04/10/23100-41910-50300 336843,871.00 04/27/2334252CITY BUSINESS - LINDAHL TIMELANDFORM PROFESSIONAL SERVIC04/10/23100-41910-50300 33684743.75 04/27/2334251CODE ENFORCEMENTLANDFORM PROFESSIONAL SERVIC04/10/23100-42401-50300 3368439.50 04/27/2334246CITY WATERTOWER PP/FP/SP/VAR 22-05LANDFORM PROFESSIONAL SERVIC04/10/23601-00000-16500 12,757.00 Total For Check 33684 Check 33685 33685500.00 04/27/2320631WORKER'S COMPENSATION CLAIM # 0048LEAGUE OF MN CITIES INSUR.TR04/01/23100-41400-50365 33685500.00 04/27/2320511WORKER'S COMPENSATION CLAIM # 0046LEAGUE OF MN CITIES INSUR.TR04/01/23100-42100-50365 1,000.00 Total For Check 33685 Check 33686 33686(11,285.22)04/27/2304142023RECAPTURE AND REIMBURSEMENT AGREEMLENNAR FAMILY BUILDERS04/14/23602-00000-36200 33686225,704.40 04/27/2304142023RECAPTURE AND REIMBURSEMENT AGREEMLENNAR FAMILY BUILDERS04/14/23602-00000-37280 214,419.18 Total For Check 33686 Check 33687 336873,392.30 04/27/2304052023LABOR RELATIONS SERVICES - LEGAL FMADDEN, GALANTER, HANSEN LLP04/05/23100-41600-50300 3,392.30 Total For Check 33687 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33688 33688170.94 04/27/23030820231ST QTR 2023 WATER USAGE CITY OF MAPLE GROVE03/08/23601-49400-50310 170.94 Total For Check 33688 Check 33689 336891,250.00 04/27/2304182023DEPENDENT CARE FSA REIMBURSEMENTMATTSON, KEVIN04/18/23100-00000-21710 1,250.00 Total For Check 33689 Check 33690 33690208.57 04/27/2314530SUPPLIES/SCREWSMENARDS MAPLE GROVE03/30/23100-43100-50210 208.57 Total For Check 33690 Check 33691 3369129.17 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-00000-20205 3369196.28 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-41320-50130 3369158.34 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-41400-50130 3369158.34 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-41500-50130 3369159.85 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-41910-50130 33691281.58 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-42100-50130 3369159.85 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-42102-50130 3369159.85 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-42400-50130 33691148.87 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-43100-50130 3369114.59 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-45100-50130 3369114.58 04/27/2305012023MAY 2023 DENTAL INSURANCEMETLIFE04/16/23100-45200-50130 881.30 Total For Check 33691 Check 33692 3369217,081.40 04/27/230001154480WASTE WATER SERVICES 05/2023METROPOLITAN COUNCIL ENVIRO04/04/23602-49450-50312 17,081.40 Total For Check 33692 Check 33693 336931,000.00 04/27/23041920236270 HUNTER RD ESCROW REFUNDMIKE WITTKOP04/19/23100-00000-22206 1,000.00 Total For Check 33693 Check 33694 3369465.86 04/27/23CVW178278PAD KIT MILLER CHEVROLET03/15/23100-43100-50220 33694187.00 04/27/23CVW177964MAT PACKAGEMILLER CHEVROLET02/17/23100-43100-50220 3369437.38 04/27/23CVW178461FILTERSMILLER CHEVROLET03/29/23100-43100-50220 3369493.50 04/27/23CVW178386FILTERS/KITSMILLER CHEVROLET03/23/23100-43100-50220 33694675.75 04/27/23CVW177625STEP PACKAGEMILLER CHEVROLET01/23/23100-43100-50220 33694441.88 04/27/23CVR177936COVER/MAT PACKAGEMILLER CHEVROLET02/15/23100-43100-50220 3369481.00 04/27/23CVW177796FILTERSMILLER CHEVROLET02/03/23100-43100-50220 33694795.12 04/27/23CVW177768MIRRORS MILLER CHEVROLET02/02/23100-43100-50220 2,377.49 Total For Check 33694 Check 33695 336953,200.00 04/27/231148POLICE BWC AUDIT 2023MINNESOTA SECURITY CONSORTIU04/18/23100-42100-50300 3,200.00 Total For Check 33695 Check 33696 3369664,888.24 04/27/231379291-00TORO Z MASTER 7500-D YANMAR 44HPMTI DISTRIBUTING INC10/25/22416-45200-50580 64,888.24 Total For Check 33696 Check 33697 3369744.99 04/27/23463674CARB CLEANER NAPA AUTO PARTS - Corcoran04/05/23100-43100-50210 3369710.89 04/27/23463866MATERIAL ASSORTMENTNAPA AUTO PARTS - Corcoran04/06/23100-43100-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33697 33697103.38 04/27/23464993BRAKE SHOE AND PADS NAPA AUTO PARTS - Corcoran04/12/23100-43100-50220 3369737.04 04/27/23465478BRK/FLUID DOT 4-GALNAPA AUTO PARTS - Corcoran04/14/23100-43100-50220 33697297.17 04/27/23465420ROTORS/CALIPER/CALIPER WHEEL KIT/CNAPA AUTO PARTS - Corcoran04/14/23100-43100-50220 493.47 Total For Check 33697 Check 33698 33698192.31 04/27/2304182023DEPENDENT CARE REIMBURSEMENTNATALIE DAVIS MCKEOWN04/19/23100-00000-21710 192.31 Total For Check 33698 Check 33699 33699101.68 04/27/23NT14828PD TRANSCRIPTSNET TRANSCRIPTS INC03/15/23100-42100-50300 101.68 Total For Check 33699 Check 33700 33700199.43 04/27/234744912PHEAT EXCHANGE (2013 MACK)NUSS TRUCK & EQUIPMENT04/10/23100-43100-50220 199.43 Total For Check 33700 Check 33701 3370111,738.31 04/27/232023-22023 2ND BENCHMARKNW TRAILS ASSOCIATION02/08/23100-45200-50530 11,738.31 Total For Check 33701 Check 33702 33702330.76 04/27/2304122023FSA REIMBURSEMENT/TRAINING MILEAGEMIKE PRITCHARD04/12/23100-00000-21710 3370260.28 04/27/2304122023FSA REIMBURSEMENT/TRAINING MILEAGEMIKE PRITCHARD04/12/23100-42400-50331 391.04 Total For Check 33702 Check 33703 3370324,465.00 04/27/23148564RIDER AUTOMATIC FLOOR SCRUBBERPROLINE, INC. - WATERTOWN04/19/23416-43100-50580 24,465.00 Total For Check 33703 Check 33704 33704129.00 04/27/2315640PARKS AND REC STAFF UNIFORMSPROMOWEAR, INC. 04/05/23100-45100-50417 129.00 Total For Check 33704 Check 33705 33705325.00 04/27/23K20461KTA 60MM RING KIT -5 RINGS, 5 SHUTREAL TIME NETWORKS INC03/27/23416-42100-50210 325.00 Total For Check 33705 Check 33706 337063.96 04/27/230894-006182331CITY HALL GARBAGE MARCH 2023REPUBLIC SERVICES03/31/23100-41900-50380 33706426.15 04/27/230894-006183218PUBLIC WORKS GARBAGE MARCH 2023REPUBLIC SERVICES03/31/23100-43100-50380 33706872.09 04/27/230894-006178646CITY RECYCLING MARCH 2023REPUBLIC SERVICES03/31/23100-43201-50300 33706872.09 04/27/230894-006135951CITY RECYCLING FEBRUARY 2023REPUBLIC SERVICES02/28/23100-43201-50300 33706113.55 04/27/230894-006184463WILDFLOWER PARK GARBAGE APRIL 2023 REPUBLIC SERVICES03/31/23100-45200-50380 33706109.86 04/27/230894-006182171CITY PARK GARBAGE APRIL 2023REPUBLIC SERVICES03/31/23100-45200-50380 2,397.70 Total For Check 33706 Check 33707 3370763.31 04/27/23531999COURIER SERVICES STREET FLEET03/31/23601-49400-50300 63.31 Total For Check 33707 Check 33708 3370864.99 04/27/23I1625740SHIRT - A. BURNSSTREICHER'S POLICE EQUIPMENT04/04/23100-42100-50417 64.99 Total For Check 33708 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33709 337091,130.99 04/27/231130999SUPPLIES TERMINAL SUPPLY CO03/31/23100-45200-50210 1,130.99 Total For Check 33709 Check 33710 3371075.00 04/27/233609221-202303-PD INVESTIGATIONS - MARCH 2023TRANSUNION RISK & ALTERNATIV04/01/23100-42100-50300 75.00 Total For Check 33710 Check 33711 3371160.00 04/27/2310295EMBROIDERY WORK UNIQUE EMBROIDERY04/06/23204-42100-50210 60.00 Total For Check 33711 Check 33712 337127.00 04/27/23003340HENNEPIN COUNTY COURT PARKING CREDIT CARD PURCHASES04/07/23100-41320-50331 3371258.00 04/27/2302065SENSIBLE LAND USE COALITION - TRAICREDIT CARD PURCHASES04/10/23100-41910-50207 33712350.00 04/27/2304102023BUILDING AND FIRE CODE ACADEMY - ICREDIT CARD PURCHASES04/10/23100-41910-50207 33712480.39 04/27/2304142023-104TRAINING LODGINGCREDIT CARD PURCHASES04/14/23100-42100-50207 3371257.98 04/27/2304132023 - 2369MEALS - TRANINGCREDIT CARD PURCHASES04/13/23100-42100-50207 3371279.45 04/27/2304142023 - 4473MEALS - TRAINING CREDIT CARD PURCHASES04/14/23100-42100-50207 33712160.13 04/27/2304132023 -128LODGING - TRAINING CREDIT CARD PURCHASES04/13/23100-42100-50207 33712480.39 04/27/2304142023 - 102LODGING - TRAINING CREDIT CARD PURCHASES04/14/23100-42100-50207 3371210.00 04/27/2304142023 -0730PARKING FEES - TRAINING CREDIT CARD PURCHASES04/14/23100-42100-50207 33712480.39 04/27/2304142023 - 108LODGING - TRAINING CREDIT CARD PURCHASES04/14/23100-42100-50207 3371210.00 04/27/235PARKING FOR TRAINING CREDIT CARD PURCHASES04/12/23100-42100-50207 3371236.63 04/27/2304122023 -77MEAL - TRAINING CREDIT CARD PURCHASES04/12/23100-42100-50207 3371285.36 04/27/2304122023 - 7884MEAL - TRAINING CREDIT CARD PURCHASES04/12/23100-42100-50207 3371274.61 04/27/2310038MEAL - TRAINING CREDIT CARD PURCHASES04/11/23100-42100-50207 337128.00 04/27/2303092023 - 1020PARKING FOR TRAINING CREDIT CARD PURCHASES03/09/23100-42100-50207 3371247.23 04/27/2304112023TRAINING - MEALCREDIT CARD PURCHASES04/11/23100-42100-50207 3371266.27 04/27/2304132023 - 1155FUEL - TRAINING CREDIT CARD PURCHASES04/13/23100-42100-50212 3371260.00 04/27/23605585SQUAD MAINTENANACE (FLEETIO)CREDIT CARD PURCHASES04/09/23100-42100-50220 3371221.46 04/27/2312-09908-82773PHONE BRACKET CREDIT CARD PURCHASES04/05/23100-42100-50223 337120.55 04/27/2303282023HARDWARE CREDIT CARD PURCHASES03/28/23100-42100-50223 3371245.74 04/27/2304032023FOOD - TRAINING CREDIT CARD PURCHASES04/03/23100-43100-50207 3371290.80 04/27/2304162023FIREARM SAFETY MEALCREDIT CARD PURCHASES04/16/23204-42100-50210 33712117.17 04/27/2303122023FOOD FOR FIREARM SAFETYCREDIT CARD PURCHASES03/12/23204-42100-50210 3371227.88 04/27/2303092023WATER FOR FIREARM SAFETYCREDIT CARD PURCHASES03/09/23204-42100-50210 337127.91 04/27/2303292023PELLETS CREDIT CARD PURCHASES03/29/23204-42100-50210 3371266.35 04/27/2304022023FOOD - FIREARMS SAFETY CLASSCREDIT CARD PURCHASES04/02/23204-42100-50210 2,929.69 Total For Check 33712 Check 33713 33713466.91 04/27/23499520385COPIER LEASEUS BANKCORP EQUIPMENT FINANC04/20/23100-41920-50210 466.91 Total For Check 33713 Check 33714 3371436.00 04/27/2378143COLIFORM TEST WATER LABORATORIES, INC. 04/05/23601-49400-50310 36.00 Total For Check 33714 Check 33715 33715236.72 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205 33715264.54 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205-007 33715445.94 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205-056 337151,041.98 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205-065 33715425.04 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205-087 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 33715 33715206.36 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-00000-22205-098 337152,585.82 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-41900-50381 3371560.09 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-42151-50381 33715214.12 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-43100-50381 33715105.36 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23100-45200-50381 3371593.40 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23601-49400-50380 33715341.20 04/27/2335030395723UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/23602-49450-50380 6,020.57 Total For Check 33715 Check 33716 3371610,727.50 04/27/23R-020743-000-9HACKAMORE RD FINAL DESIGN & CONSTRWSB03/31/23419-43100-50303 10,727.50 Total For Check 33716 Check 33717 33717154.25 04/27/238224186969525 CAIN RD - STREET LIGHTSXCEL ENERGY04/03/23100-43100-50381 154.25 Total For Check 33717 Check 33718 3371828.63 04/27/238232892489700 CTY RD 19 STREET LIGHTXCEL ENERGY04/10/23100-43100-50381 28.63 Total For Check 33718 Check 33719 3371916.21 04/27/238229036619820 CO RD 101 WATER METERXCEL ENERGY04/05/23601-49400-50381 16.21 Total For Check 33719 Check 33720 337201,376.00 04/27/233700129BATTERIES - DEFIBRILLATION AEDZOLL MEDICAL CORPORATION03/30/23100-42100-50210 1,376.00 Total For Check 33720 Check 7 (813.00)04/13/23CM036981RETURN PRODUCT CREDIT FERGUSON WATERWORKS #251802/28/23601-49400-50227 (813.00)Total For Check 7 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/8Page: 04/20/2023 03:36 PM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 04/14/2023 - 04/27/2023 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 83,515.50 Fund 100 GENERAL FUND 576.98 Fund 204 FIREARMS SAFETY 690.90 Fund 205 DWI FORFEITURE FUND 89,678.24 Fund 416 CAPITAL-EQUIPMENT CERTS 10,727.50 Fund 419 HACKAMORE UPGRADE (LENNAR) (393.64)Fund 601 WATER 231,841.78 Fund 602 SEWER Fund Totals: 416,637.26 Total For All Funds: STAFF REPORT Agenda Item: 7d. Council Meeting: April 27, 2023 Prepared By: Director of Public Safety Gottschalk Topic: Body Worn Camera Audit Action Required: Acceptance Summary: Minnesota state statute 13.825 Subd. 9 requires law enforcement agencies equipped with portable recording systems to conduct a biennial audit and provide the results to its governing body. In order to comply with this statute, the police department engaged the Minnesota Security Consortium (MNSec) to audit the department’s body worn camera system. This audit covered from February 1, 2021, through December 31, 2022. The audit found the Corcoran Police Department is using the system in compliance with Minnesota statutes 13.825 and 626.8473. A copy of the audit executive summary is attached. Financial/Budget: There is no cost associated with accepting the audit. Options: 1.Accept the Minnesota Security Consortium Corcoran Police Department 2023 BWC Audit Executive Summary. Recommendation: Accept the Minnesota Security Consortium Corcoran Police Department 2023 BWC Audit Executive Summary. Council Action: 1.Accept the Minnesota Security Consortium Corcoran Police Department 2023 BWC Audit Executive Summary. Attachments: 1.Corcoran Police Department 2023 BWC Audit Executive Summary Corcoran Police Department 2023 Body-Worn Camera (BWC) Audit Executive Summary Report Corcoran Police Department April 18, 2023 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 2 of 8 Background: Corcoran Police Department retained Minnesota Security Consortium to audit its agency's use of Body- Worn Camera (BWC, see Definitions Section below) program against the requirements of Minn. Stat. § 13.825 and Minn. Stat. § 626.8473. The Minnesota Security Consortium does not operate or have access to their BWC systems, therefore allowing it to audit the systems as an independent auditor. The Corcoran Police Department provided their administrative access to the WatchGuard/Motorola system during the audit to review audit criteria. Interviews and auditing of the WatchGuard/Motorola system was conducted with the Public Safety Administrative Manager with the assistance of Command Staff. Definitions: For the purposes of this audit and report, the use of the term Body-Worn Camera (BWC) systems shall be the same as the State Statute definition of “Portable Recording Systems,” as defined by Minn. Stat. § 13.825, Subd. 1 (b) as follows: "portable recording system" means a device worn by a peace Officer that is capable of both video and audio recording of the Officer's activities and interactions with others or collecting digital multimedia evidence as part of an investigation "portable recording system data" means audio or video data collected by a portable recording system. "redact" means to blur video or distort audio so that the identity of the subject in a recording is obscured sufficiently to render the subject unidentifiable. Audit Period and Scope: The Audit Period covered by this report covers the period 2/1/21 to 12/31/22. Corcoran Police Department uses the on-premises WatchGuard/Motorola video system for its BWC program and share videos using the cloud-based Evidence Library. Although their WatchGuard/Motorola system records in both in-squad cameras as well as BWC videos, the scope of the audit focused only on BWC video data. Required Public Hearing: Pursuant to Minn. Stat. § 626.8473, Subd. 2, Corcoran Police Department allowed for public comment regarding its new BWC Program. The draft policy was posted on the City’s website on August 5, 2020 and a link was posted on the City’s social media accounts on August 6, 2020, soliciting public comment. Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 3 of 8 Community input was possible at the Corcoran City Council Meeting on August 13, 2020. Notice of the meeting was published in the Board Agenda ahead of time. Board Minutes of this meeting were provided to us and reviewed during the audit. Policy Corcoran Police Department has a BWC Policy in place entitled, “Policy 432: Portable Audio/Video Recording Systems.” Their Policy was reviewed to ensure that it contained the required elements as outlined in Minn. Stat. § 626.8473, Subd. 3. https://www.ci.corcoran.mn.us/public_services/police/policies Corcoran Police Department was compliant in this part of the statute. Officer use of BWC Equipment Corcoran Police Department “Policy 432: Portable Audio/Video Recording Systems” requires that Officers wear their BWC equipment and activate it during specific instances. Approximately 60 Random Samples of dispatch Calls for Service we compared to the WatchGuard/Motorola video library to determine if they had been recording videos during those calls in accordance with their policy. In virtually all cases, each Patrol Officers appeared to be using their BWC appropriately and activating recordings as outlined in the policy section entitled, “Policy 432: Portable Audio/Video Recording Systems.” Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 4 of 8 Data Classification and Retention The Corcoran Police Department treats BWC data as private unless it is permitted to be released in accordance with the provisions of Stat. § 13.825, Subd. 2. At the time of the audit, no Court mandated BWC data disclosures had been made. Corcoran Police Department set up its data classification and retention schedule for BWC videos in the administrative settings of the WatchGuard/Motorola console. BWC Data is currently retained for a minimum of 90 Days, as required by Minn. Stat. §13.825, Subd. 3 (a). When the BWC Data involves the use of force, discharge of a firearm by an Officer, or when the event triggers a formal complaint against the peace Officer, the BWC Data is retained for a minimum of 1 year in accordance with Minn. Stat. §13.825, Subd. 3 (b). Complaint Retention period was set for 1-year (under the Warn/No-crime category), but they had not handled any formal complaints during the audit period. In addition, all BWC footage related to discharge of a firearm by a peace Officer in the course of duty as defined by Minn. Stat. § 626.8473, Subd. 2 (1), was reviewed during the audit, due to the sensitive nature of these events. In all cases, the classification of the BWC Data would be set to “7-Years.” There were no reported Discharge of Firearms call during this audit period. In addition, on specific types of Calls for Service (CFS), The Corcoran Police Department Records Staff also reviews related BWC videos to ensure they all related video have the same classification. Any modifications to the Classification are auditable in the WatchGuard/Motorola audit trail. Sampled BWC data was examined for Modifications to Classification tags. In cases where the Records Department made a change in the Classification, it was done to make the Classification consistent to the remaining BWC videos related to the same case. The WatchGuard/Motorola audit trail indicated who and when the re-classification was made. BWC Data was sampled and audited across the audit period, and more intensely in the periods of May and December 2022. Corcoran Police Department was compliant with its Classification and Retention requirements based on Statute, Minn. Stat. § 626.8473, Subd. 2. And Subd. 3. Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 5 of 8 Access by Data Subjects: Corcoran Police Department processes public BWC data requests via its online request system called, “Report Requests:” https://www.corcoranmn.gov/public_services/police/press_releases_records_and_complaint_recogniti on/report_requests Corcoran Police Department stated they redact BWC Data when released to Data Subjects. They stated they had only a few records requests were made during the audit period. Corcoran Police Department was compliant with this aspect of the Statute. Use of Agency-Issued BWC: Minn. Stat. § 13.825, Subd. 6 states that: “While on duty, a peace officer may only use a portable recording system issued and maintained by the officer's agency in documenting the officer's activities.” Corcoran Police Department “Policy 432: Portable Audio/Video Recording Systems,” section 423.8 states: “Members are prohibited from using personally owned recording devices while on-duty without the express consent of the Director of Public Safety,” and “Any member who uses a personally owned recorder for department-related activities shall comply with the provisions of this policy, including retention and release requirements and should notify the on-duty supervisor of such use as soon as reasonably practicable.” Corcoran Police Department’s policy requires personal devices to be maintained according to department policy, they believe they are compliant with this aspect of the Statute. Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 6 of 8 Authorization to Access Data: The Corcoran Police Department allows its Officers to review non-public BWC data for legitimate, specified law enforcement purposes. Access is enforced using user accounts and roles/rights in the WatchGuard/Motorola system. BWC Data was sampled and audited across the audit period, and more intensely in the periods of May 2022 and December 2022. Results of sampling the BWC Data and its related audit trail in the WatchGuard/Motorola system, showed that it was either not viewed at all, viewed by the Officer who recorded the data, or by a police supervisor/records technician. All views and access were consistent with Corcoran Police Department “Policy 432: Portable Audio/Video Recording Systems” and Minn. Stat. § 13.825 Subd. 7, as authorized by the Chief of Police. Sharing Among Agencies: Corcoran Police Department treats BWC as private and may only share BWC data with other agencies when permitted by Minn. Stat. § 13.825, Subd. 8 and Subd. 7. The Corcoran Police Department processes BWC data requests by other agencies, such as county attorneys, they document this in their RMS case file. Links to BWC video are generated in their Evidence Library control panel, and the access is then monitored and logged in the video’s Audit Trail. The request for BWC footage requires that they have a legitimate, specified law enforcement purpose, as required by Minn. Stat. § 13.825, Subd. 7. The Corcoran Police Department was compliant with these aspects of the Statute. Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 7 of 8 Biennial Audits: Corcoran Police Department has acknowledged that it intends to continue completing biennial audits of its BWC System, as required by Minn. Stat. § 13.825, Subd. 9. This was their first audit. Corcoran Police Department was compliant with these aspects of the Statute. BWC System Vendors: At the time of the audit, the on-premises WatchGuard/Motorola server was the primary system for their BWC program. BWC videos were shared using the cloud-based Evidence Library. Because Evidence Library is a cloud-based solution, it is subject to the requirements of Minn. Stat. § 13.825, Subd. 11 (b), which requires WatchGuard/Motorola to follow the requirements of the FBI’s CJIS Policy 5.9.2 and subsequent versions. WatchGuard/Motorola has published a CJIS White paper outlining is responsibilities for CJIS compliancy, and it also stated that it has filed the appropriate CJIS Security Addendum with the State of Minnesota, which we verified with the BCA. https://WatchGuard/Motorola-2.cdn.prismic.io/WatchGuard/Motorola-2/ca313085-800d-42db-af82- 2e96f49eeee0_WatchGuard/Motorola+Cloud+Services+CJIS+5.9+Compliance+Guide.pdf Corcoran Police Department was compliant with this aspect of the Statute. Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Corcoran Police Department 2023 BWC Audit Executive Summary Page 8 of 8 Conclusion: Based on the results of the Corcoran Police Department BWC Audit conducted by Minnesota Security Consortium, we can demonstrate that they are using the WatchGuard/Motorola BWC System in accordance with the requirements of Minn. Stat. § 13.825 and Minn. Stat. § 626.8473. This Audit was conducted and attested to by: ______________________________________________ Dimitrios Hilton Senior Auditor, Minnesota Security Consortium Submitted to: • Corcoran Chief of Police • Corcoran City Council • Legislative Commission on Data Practices and Personal Data Privacy • Required Legislative members as specified by Statute Page 1 of 9 STAFF REPORT Agenda Item: 7e. City Council Meeting: April 27, 2023 Prepared By: Natalie Davis McKeown Topic: Keefe Minor Subdivision (PID 33-119-23-12-0007) (City File No. 22-063) Action Required: Approval Review Deadline: August 2, 2022 1.Application Request The applicants, Mike & Emily Keefe and Debbie & Douglas Hunz, request approval of a minor subdivision to subdivide their property, 6801 Willow Drive, into two lots. 2. Context Level of City Discretion in Decision-Making If the proposed minor subdivision meets the standards outlined in the City Code, the City must approve the subdivision. Zoning and Land Use The subject property is guided Rural/Ag Residential in the 2040 Comprehensive Plan, and it is zoned Rural Residential (RR). All surrounding properties have the same guiding and zoning. The subject property includes a single-family home and is a farmed homestead as are many surrounding properties. The wetlands on the property are subject to the Wetland Overlay district regulations. The property is not located within the Metropolitan Urban Service Area (MUSA). The City’s Development Rights Map reflects 3 rights assigned to this property. Natural Characteristics of the Site The Comprehensive Plan Natural Resource Inventory map identifies shrub and emergent wetlands on the western portion of the property. A wetland delineation Figure 1 Property Location: 6801 Willow Drive Page 2 of 9 certified by the City reflects three medium-quality wetlands; two larger wetlands on the western portion of the site and a relatively smaller wetland in the northeast corner of the property. All wetlands are classified as fresh wet meadow/shallow marsh. 3. Analysis Minor Subdivision The applicant proposes a minor subdivision that will result in two parcels from the existing 6801 Willow Drive property. The northern parcel (Parcel A) will be created as a large residential lot of 18.38 acres. The southern parcel (Parcel B) contains the existing single- family home and will consist of 16.25 acres. There will be one unused development right after the minor subdivision is processed. The applicants asked for the Figure 2 Delineated Wetlands Figure 3 Proposed Minor Subdivision Page 3 of 9 remaining development right to be assigned to Parcel A. This is confirmed in the attached approval resolution. Section 927.010 of the Subdivision Ordinance outlines the requirements for a subdivision to be processed as a Minor Subdivision. This is an option for subdivisions resulting in three or fewer lots within the Urban Reserve and RR zoning districts. Several additional conditions must be met to avoid a formal plat which will be used to frame most of the subsequent analysis. An Engineering Memo is attached and incorporated throughout this report. The applicants are responsible for reviewing and complying with the Engineering Memo. Section 927.010, Subd. 1(A) – Criteria: a. The subdivision shall be in compliance with the Comprehensive Plan and the purpose and intent of this Chapter. The subdivision is compatible with the density requirements and large residential lots expected for land guided Rural/Ag Residential in the 2040 Comprehensive Plan. Staff believes the proposed minor subdivision is consistent with the purpose and intent of the Subdivision Ordinance as outlined in Section 910.020 of the City Code with the inclusion of staff’s recommended conditions of approval. b. The lot division shall not cause any structure on the property to be made non- conforming or to be in violation of the Zoning Chapter or any other provisions of the City Code. The existing structures will be located in Parcel B. These structures exceed the minimum required setbacks for the RR district. The proposed minor subdivision does not create any nonconformities with or violations of the Zoning Ordinance or overall City Code. c. The lot division shall result in no more than 3 lots which are at least 2.5 acres that meet the minimum dimensional requirements for the zoning district in which the property is located. The proposed division will result in 2 lots that each exceed 2.5 acres. The minimum dimensional requirements of the RR are also satisfied and detailed in the table below: Figure 4 Existing Structures Page 4 of 9 Dimension Type Minimum Standard Parcel A Parcel B Lot area 2 acres 18.38 16.25 Lot Width 200’ 604.33’* 204’* Lot Depth 300’ ~ 1,309.31’ ~ 1,210.39’ Front Setback 50’ Can be accommodated 145.7’ – private drive 388.7’ – Willow Drive Side & Rear Setback 25’ Can be accommodated ~ 334’ – south ~ 885’ – west * - Measured along the Willow Drive frontage. d. All parcels resulting from the lot division shall have frontage and access on an existing improved street. When right-of-way is required by the City or County, the applicant shall deed or provide easements for such right-of-way. Willow Drive is an existing improved public street. Parcel A and Parcel B will have frontage and access to Willow Drive via a private drive. There is an existing private drive that serves 6801 Willow Drive and 6855 Willow Drive (a land-locked parcel adjacent to the west). The applicant proposes for 6855 Willow Drive, Parcel A, and Parcel B to be served by the private drive after the minor subdivision. The City has a copy of a survey of 6855 Willow Drive provided as a part of Kariniemi Acres Addition in 2020. This survey reflects a 60’ easement on 6801 Willow Drive for road and utility purposes (enclosed to this report) that is consistent with the easement shown on the applicants’ survey. However, staff could not locate a recorded easement for the private drive and proof of recording for this easement was never provided. Neither the applicants survey nor the survey for Mike Kariniemi reference a recorded document number for the shown easement. This is a concern because if it did not get recorded with the County, its existence is disputable. Title work available to the applicants’ surveyor may provide clarity, but staff believes the minor subdivision is a chance to address the lack of recorded documentation. In addition to the driveway easement, neither staff nor the applicants could locate a formal maintenance agreement for the private drive. The resolution includes a condition of approval for the creation of a maintenance agreement including all relevant properties to be formalized after City Attorney approval and recorded with the minor subdivision. The applicants provided a draft Driveway and Utility Easement and Maintenance Agreement (enclosed to this report) that was sent to the City Attorney for review. During review of the submitted exhibits for the minor subdivision, staff noted that the existing gravel for the private drive goes outside of the shown private drive easement near the western property line of 6801 Willow Drive. Page 5 of 9 A condition of approval is for the description and depiction of the easement location to be updated to correctly reflect the existing roadway location before the minor subdivision is recorded. As an alternative, the applicants could relocate the gravel of the private drive so that it is located within the easement. Further, the Engineering Memo requires the private drive be upgraded to current City Engineering standards for private drives. Specifically, the length of the private drive included in the minor subdivision will need to be upgraded to meet the minimum standards shown on Sheet No. STR-3 of Corcoran’s Standard Detail Plates (enclosed to this report), pass a roll test, and include a turnaround in compliance with Sheet No. STR-22 of the Standard Detail Plates (enclosed). The Engineering Memo notes the turnaround should be located west of the driveways for Parcel A and Parcel B. A condition of approval is for a plan to be submitted showing the proposed design of the private drive and turnaround for approval by the City Engineer. This improvement will require the applicants to enter into a Site Improvement Performance Agreement (SIPA) (draft enclosed) and provide a financial security. The applicants are responsible for obtaining any watershed permits/approvals that may be required to complete the improvements. The private drive plan must be finalized before recording of the minor subdivision, and construction of the private drive improvements must be completed before issuance of the building permit for Parcel A. With the requirements of the Engineering Memo in mind, staff recommends that a new formal private drive easement in recordable form be provided and recorded as a part of this subdivision. This will be an opportunity to clearly establish the easement with all involved properties, incorporate the new turnaround, and encompass the entirety of the existing roadway if the applicants choose to not relocate the portion of the driveway currently outside of the easement. The private drive easement is included as a condition of approval in the resolution. Finally, the minor subdivision shows a 33’ road easement to be deeded to the City. However, Willow Drive is a collector road, so the required right-of-way is Figure 5 Edge of Gravel Outside of Easement Page 6 of 9 40’. A condition of approval is for the minor subdivision exhibit to be updated to reflect a 40’ road easement to be deeded to the City. Additionally, the applicants must submit the deed in recordable form for approval and are responsible for recording the easement with the County. e. The resulting parcels shall generally conform with the shape, character, and area of existing or anticipated land subdivisions in the surrounding areas. The resulting parcels will be compatible and generally conform with the surrounding area. The lot division will result in two rectangular lots. The new lot line will simply create a legal boundary where there is already a physical divide today with the existing private drive. The additional residential lot and single- family home anticipated on Parcel A is consistent with the density limits of this area and development rights assigned to 6801 Willow Drive. f. Any such lot division shall not require any public improvements. No public improvements are required as a result of the proposed subdivision. g. Any such subdivision shall not result in legal descriptions that are unduly complex. The proposed legal descriptions are as simplified as possible with the current metes and bounds legal description of 6801 Willow Drive. The proposed legal descriptions are similar to the description for the existing parcel except a paragraph is added to describe the new shared lot line and the respective direction each parcel lies in relation to said line. Staff does not find the legal descriptions of the proposed parcels to be unduly complex. h. The applicant shall comply with the park dedication regulations, as required for a plat. Under the current ordinance, park dedication is taken for all newly created parcels. The newly created Parcel A will be subject to park dedication requirements and staff recommends the dedication be taken as cash-in-lieu of land. The City’s 2040 Comprehensive Plan shows an on-road trail along Willow Drive that will provide access to the City’s larger network of trails. Additionally, a search area for a community open space park is identified to the south of this subdivision near Morin Lake. The future residents of Parcel A will benefit from access to these features. Park dedication must be based on the adopted fee at the time of approval of the subdivision ($5,954 for a single-family unit), but is due at the time the minor subdivision and all relevant documents are released for recording with Hennepin County. Page 7 of 9 i. Prior to issuance of building permits, property irons shall be installed pursuant to Minnesota Statutes. This is included as a condition of approval in the resolution, and the cost to install property irons is included in the SIPA per the City’s typical practice. j. The applicant warranties that he or she is the owner of the properties subject to the application and has obtained all necessary consent from all other owners and interested parties. The applicants made this warranty on the City’s typical land use application form. Additional Standards and Requirements With the conditions of approval identified so far, staff finds that the proposal meets the standards to allow the subdivision to be processed as a minor subdivision rather than a formal plat. However, there are additional City requirements and performance standards that must still be addressed. Perimeter Drainage and Utility Easements Section 927.010, Subd. 2 provides that lot line easements and other easements determined to be necessary by the City must still be provided as a part of a minor subdivision. The Engineering Memo clarifies that drainage and utility (D&U easements) are required as is typical for all subdivisions. Generally, the first 10’ of the perimeter of a Figure 6 2040 Comprehensive Plan - Parks & Trails Page 8 of 9 lot is encompassed by a D&U easement. Things are made a bit complicated with the private drive as well as the road easement along Willow Drive. The applicant will be required to deed and record perimeter D&U easements as follows: 1. A D&U easement of 10’ along the north and west property lines for Parcel A. 2. A D&U easement of 10’ along the south and west property lines for Parcel B. 3. A D&U easement of 10’ adjacent to and west of the 40’ road easement for Parcels A and B. 4. A D&U easement over the entirety of the private drive easement. a. This is how similar private drives have been handled in the past, and an encroachment agreement is not necessary. The minor subdivision exhibit must be updated to reflect the D&U easements. Because this is a minor subdivision and not a typical plat, the easements must also be recorded as a separate document with the County. This is included as a condition of approval in the resolution. The City’s easement template will be provided to the applicants for reference. Wetlands With the subdivision, the delineated medium-quality wetlands are required to be protected by a vegetated buffer and wetland buffer monuments must be installed as required in the Wetland Overlay District (Section 1050.010 of the Zoning Ordinance). D&U easements must also be placed over the identified wetlands and buffers. A condition of approval is to revise the minor subdivision exhibit to reflect the D&U easements over the wetlands and buffers in addition to providing a recordable D&U easement document for each wetland. Additionally, a site plan/survey showing the wetland buffers and buffer signs and a wetland buffer planting plan must be submitted to the City for approval. The establishment of these improvements will be incorporated into the SIPA. Floodplain The Engineering Memo notes that there is a floodplain elevation of roughly 972 based on the adjacent Kariniemi Acres Addition plat. Including the floodplain elevation is a requirement of the minor subdivision application, so the exhibit must be updated to include the floodplain elevation. Utilities Since this property is not located within the MUSA, Parcel B will continue to be served by the existing septic and well on the property. The applicants will need to work with the Minnesota Department of Health to establish a well for Parcel A. Additionally, the applicants must receive a permit from Hennepin County for a septic system on Parcel A prior to issuance of a building permit. Landscaping Page 9 of 9 Per Section 1060.070, a minimum of one overstory tree must be provided per dwelling unit. The City Code does not currently allow for existing trees to count towards this requirement. Since Parcel B includes the existing house, a single new overstory tree with at least a 2.5-inch diameter at the time of planting will be required on Parcel A. This is provided as a condition of approval in the resolution. Conclusion Staff reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and Subdivision Ordinance and found that the minor subdivision is consistent with ordinance requirements with the proposed conditions of approval. 4. Recommendation Move to adopt Resolution 2023-38 approving the minor subdivision, subject to the attached conditions. Attachments 1. Resolution 2023-38 approving the minor subdivision. 2. Property Survey (Before) 3. Property Survey (After) – AKA Minor Subdivision Exhibit 4. Survey For Mike Kariniemi Showing Easement for Road and Utility Purposes 5. Engineering Memo dated April 19, 2023 6. Sheet No. STR-3 from Corcoran’s Standard Detail Plates 7. Sheet No. STR-22 from Corcoran’s Standard Detail Plates 8. Driveway and Utility Easement and Maintenance Agreement (Draft) 9. Site Improvement Performance Agreement (Draft) City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 1 of 7 Motion By: Seconded By: APPROVING MINOR SUBDIVISION ON THE 33.86-ACRE SITE AT 6801 WILLOW DRIVE (PID 33-119-23-12-0007) (CITY FILE 22-063) WHEREAS, Mike Keefe, Emily Keefe, Debbie Hunz, and Douglas Hunz (“the applicant”) requested approval of a minor subdivision to create two lots from one existing parcel legally described as: See Attachment A WHEREAS, city staff determined the application meets the criteria for a minor subdivision as outlined in Section 927.010 of the City Code’s Subdivision Ordinance. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a minor subdivision, subject to the following conditions: 1. A minor subdivision is approved to allow the creation of two lots, in accordance with the application materials and plans received by the City on September 20, 2022 and March 9, 2023, except as amended by this resolution. 2. The minor subdivision exhausts two development rights assigned to the existing parcel. There is one remaining development right after the subdivision which is assigned to Parcel A per the request of the applicant. 3. The applicant shall comply with all requirements in the City Engineer’s memo dated April 19, 2023. 4. The applicant must enter into a Site Improvement Performance Agreement and submit a financial guarantee to the City for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance prior to release of the minor subdivision for recording. 5. The applicant must satisfy the following requirements regarding the private drive proposed to serve Parcel A, Parcel B, and 6855 Willow Drive (PID 33-119-23-21-0002): a. The private drive must be brought up to current City standards and pass a roll test. b. A site plan for the private drive located within the subdivision must be submitted for approval by the City Engineer prior to release of the minor subdivision for recording. The plan must include the following: i. Private drive in compliance with Sheet No. STR-3 of Corcoran’s Standard Detail Plates. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 2 of 7 ii. A turnaround west of the proposed driveway for Parcel A and existing driveway for Parcel B in compliance with Sheet No. STR-22 of Corcoran’s Standard Detail Plates. c. Upon completion of the final approved private drive design, the applicant must provide construction cost estimates for review and approval by the City Engineer. These costs will be used in the Site Improvement Performance Agreement. d. The applicant is responsible for obtaining any required watershed permits or approvals required to complete the private drive improvements prior to beginning construction. e. Prior to release of the minor subdivision for recording, the depiction and description of the private drive easement location must be revised to encompass the existing roadway location and required turnaround. i. Alternatively, the applicant may choose to correct the existing gravel located outside of the easement and relocate the roadway within the identified easement area on the property survey. Relocation of the gravel must be shown on a site plan or survey prior to release of the minor subdivision for recording. f. A private drive easement encompassing the entirety of the proposed drive must be provided in recordable form and submitted for City review and approval. g. A recordable maintenance agreement for the private drive with updated easement descriptions must be approved by the City Attorney. 6. The plans shall be revised to show dedication of a 40’ road easement along Willow Drive. 7. The dedication of the public street must be provided in recordable form and submitted for City review and approval. 8. The following perimeter drainage and utility easements must be shown on the plans as well as provided in recordable form and submitted for City review and approval: a. A drainage and utility easement of 10’ along the north and west property lines for Parcel A. b. A drainage and utility easement of 10’ along the south and west property lines for Parcel B. c. A drainage and utility easement of 10’ adjacent to and directly west of the 40’ road easement for Parcels A and B. d. A drainage and utility easement over the entirety of the private drive easement. 9. The following requirements must be met regarding the delineated wetlands throughout the subdivision: City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 3 of 7 a. The plans must be updated to show the wetland buffers and required wetland buffer monument signs as required by Section 1050.010 of the Zoning Ordinance. b. The plans must be updated to show a drainage and utility easement over each wetland and associated wetland buffer. c. The drainage and utility easements for the wetlands must be provided in recordable form and submitted for City review and approval. d. Wetland signs must be purchased from the City and installed on treated 4x4 wooden posts. e. A wetland buffer planting plan in compliance with Section 1050.010, Subd. 8(C) of the Zoning Ordinance shall be submitted for review and approval by the City prior to release of the minor subdivision for recording. i. Buffer areas that are not vegetated or have been disturbed within the last 10 years shall be replanted and maintained according to the standards in Section 1050.010, Subd. 8(C). ii. If exiting wetland buffers are proposed to remain by the applicant, the City’s wetland buffer specialist must inspect and confirm existing buffers are undisturbed and in an acceptable condition prior to release of the minor subdivision for recording. iii. If planting is required to establish wetland buffers, the applicant must provide a cost estimate for the landscaping to be used in the Site Improvement Performance Agreement. 10. The minor subdivision plans must be updated to include the floodplain elevation prior to release of the minor subdivision for recording. 11. One overstory tree with a diameter of at least 2.5 inches at the time of planting must be provided on Parcel A prior to issuance of a certificate of occupancy. 12. Park dedication shall be satisfied by cash-in-lieu of land. a. Park dedication shall be subject to park dedication fees in place when the minor subdivision is approved. b. The City’s established park dedication fees are based on the adopted 2040 Comprehensive Plan. c. Park dedication is required based on the finding that the minor subdivision will add one new single-family home in the City. d. Residents of the development will benefit from access to nearby existing trails and parks as well as trails and parks that do not exist today but are planned for in the Comprehensive Plan. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 4 of 7 e. Cash-in-lieu of land will be used only for the acquisition and development of parks recreational facilities, playgrounds, trails, wetlands, or open space based on the Comprehensive Plan. f. The park dedication fee is necessary for the future development of the on-road trail on Willow Drive for residents of this subdivision to access the larger trail network within the City. Additionally, the park dedication fee is necessary for the acquisition of a planned community open space park anticipated near Morin Lake, just south of this subdivision. g. Park dedication funds will be collected at the time the minor subdivision is released for recording in accordance with the City Code requirement. The City Code stipulates a requirement of 5% for land in the Rural/Ag Residential land use category, or an equivalent market value in cash. This results in estimated park dedication fees of $5,954 for a single-family unit. 13. The applicant must record the following documents with Hennepin County and provide proof of recording to the City: a. Approving resolution. b. Minor subdivision. c. Required road easement for right-of-way along Willow Drive. d. Drainage and utility easements. e. Private drive easement. f. Private drive maintenance agreement. g. Site Improvement Performance Agreement. 14. Prior to issuance of a building permit for Parcel A: a. Proof of recording must be provided for all relevant documents. b. Lot monuments shall be installed as required by the Subdivision Ordinance and certified by a registered land surveyor. c. The installation of the wetland monument buffer signs according to the approved plans must be certified by a registered land surveyor. d. Wetland buffers must be planted and inspected by the City. e. The private drive improvements must be completed. f. A septic permit for Parcel A must be obtained from Hennepin County. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 5 of 7 15. Approval shall expire within two years of the date of approval unless the applicant has recorded the minor subdivision with Hennepin County and provided proof of the same to the City. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 6 of 7 VOTING AYE VOTING NAY Mckee, Tom Mckee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom Mckee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-38 Page 7 of 7 ATTACHMENT A That part of the West Half of the Northeast Quarter of Section 33, Township 119 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of said West Half distant 1655.00 feet North, as measured along said East line from the Southeast corner of said West Half; thence West at right angles to said East line, a distance of 300.00 feet; thence South at right angles, a distances of 145.20 feet; thence West lines of said West Half of the Northeast Quarter; thence North along said West line to the North line of said West Half of the Northeast Quarter; thence East along said North line to the East line of said West Half of the Northeast Quarter; thence South along said East line to the point of beginning. Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE City Engineer Project: Keefe Lot Split Date: April 19, 2023 Exhibits: This review is based on the following documents: 1. Certificates of Survey (Before and After), by Otto Associates, 11-21-22. Comments: Easements: The documents shall show: 1. Modify the road easement to cover the existing driveway on the west end of Lot A. a. Provide Drainage and Utility (D/U) easements over the wetlands. Floodplain also covers the wetland area, so the D/U easement over the wetland will also encompass estimated floodplain if above 972+/-. b. Add note that floodplain elevation is 972 +/- (same as shown on adjacent Kariniemi Plat dated 4-21-20). 2. Expand the right of way along Willow Drive (collector road) to 40 feet. 3. Provide perimeter D/U easements of 10 feet for both Lots A and Lot B (including along Willow Drive). Private Drive 4. Private Drive agreement shall be provided to City. 5. Private Drive shall meet City standards (including a turnaround) and be constructed as part of the property subdivision. Show design on final site plans and a financial security is required. 6. Turnaround should be west of Lot A and Lot B driveways. 7. Watershed permit/approval may be required. Lot A 8. Any structure on Lot A will be reviewed for grading, low floor, septic and well setbacks, etc. at the Building Permit stage. 9. Access for Lot A will be from the improved Private Drive and no building permit will be issued until in place. End of Comments 8" CLASS 5 AGGREGATE BASE MN/DOT 3138 12" CLASS 5 AGGREGATE BASE MN/DOT 3138 TACK COAT PER MN/DOT 2357 1.5" SPWEA240B WEAR COURSE PER MN/DOT 2360 8" CLASS 5 AGGREGATE BASE MN/DOT 3138 4" CLASS 5 AGGREGATE SHLDR 1.5" SPNWB230B BASE COURSE PER MN/DOT 2360 DRIVEWAY AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT THIS DRIVEWAY AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT (“Easement”), made as of the ______ day of ________________, 2023 (the “Effective Date”), by and between MICHAEL D. KARINIEMI and KAREN M. KARINIEMI, married to each other, (hereinafter collectively referred to as “Kariniemis”), DOUGLAS HUNZ and DEBORAH HUNZ, married to each other (hereinafter collectively referred to as “Hunzs”), and MICHAEL KEEFE and EMILY KEEFE, married to each other (hereinafter collectively referred to as “Keefes”). RECITALS: A. Kariniemis, Hunzs and Keefes are individually, a “Party” and together the “Parties.” B. Kariniemis are the owners of certain real property situated in Hennepin County, Minnesota, and legally described on the attached Exhibit A (hereafter the “Kariniemi Property”); C. The Hunzs and Keefes are the owners of certain real property situated in Hennepin County, Minnesota, and also described on the attached Exhibit A (hereafter the “Keefe Property”); D. The Kariniemi Property lies westerly of the Hunzs and Keefes Property; E. The Parties share a driveway to access their respective properties, and said driveway is depicted on the attached Exhibit B; F. The Hunzs and Keefes have received approval from the City of Corcoran to subdivide the Hunz and Keefe Property into two parcels; 2 G. Subsequent to the subdivision of the Hunz and Keefe Property, all three parcels will share said driveway to access their respective properties; and H. The Parties desire to set forth their agreement with respect to the shared driveway as well as for the installation, maintenance and repair of utilities in said easement area, which has heretofore and will continue to serve their respective properties as said driveway is now laid out, exists, and as described by this Agreement. NOW THEREFORE, in consideration of the foregoing Recitals and for other good and valuable consideration, the Parties hereto agree as follows: 1. INCORPORATION OF RECITALS. The foregoing Recitals are incorporated herein by reference. 2. GRANT OF EASEMENT. The Hunzs and Keefes hereby declare an easement for ingress and egress, by pedestrian or vehicular conveyance, over and across the driveway as now existing, used, and laid out and as depicted on the attached Exhibit B to access the Hunz and Keefe property, as well as for the installation, maintenance and repair of utilities. The Hunzs and Keefes also hereby grant an easement for ingress and egress, by pedestrian or vehicular conveyance, over and across the driveway as now existing, used, and laid out and as depicted on the attached Exhibit B for access to the Kariniemi property, as well as for the installation, maintenance and repair of utilities. 3. REPAIRS AND MAINTENANCE. The Parties agree that with respect to the driveway and the easement herein granted, that the current and future owners of the Parties’ parcels shall share the cost, on an equal basis, for all reasonable and necessary repairs and maintenance, including but not limited to utility installation, repairs and maintenance and snow removal, grading, paving and maintaining the driveway, and other reasonable maintenance and repairs as to keep said driveway and utilities in good condition and repair and free from ruts, weeds, trees, deterioration, erosion and the like. Provided, however, this agreement does not obligate the parties to share in the cost of paving the driveway with asphalt, concrete or other paving material (other than gravel) unless each party agrees and consents thereto in writing as to the cost, construction and method of payment of the cost of paving said driveway. Provided, further, that this agreement does not obligate the parties to share in the cost of utility installation, repairs and maintenance, the need for which is unique to one or more of the Parties. The parties agree that the respective share of a party for any expense incurred in accordance with this agreement shall be due and payable on the date such expense is payable to the person or entity providing services or materials and rendering an account therefor. If any party by his or her use of the driveway or other action or inaction causes damage to the utilities or driveway, normal wear and tear excepted, the party causing such damage shall be solely responsible to promptly make necessary repairs and return the driveway to its pre- existing condition. 3 4. APPURTENANT. The parties agree that the easement herein granted shall run with the land and are to be held by the respective owners, their grantees, heirs, successors and assigns as appurtenant to the land owned by the respective parties hereto. 5. TERMINATION; AMENDMENT. This Agreement shall terminate in the event that either party gains access to their respective lot via a new driveway in an alternate location or in the event of a public dedication of a street allowing access to the party’s respective parcels. In that event, the parties agree to execute a written instrument, in recordable form, signed by all parties with an interest in the parcels, and subsequently recorded in the office of the Anoka County Recorder. This Agreement may only be amended or modified by a written instrument, in recordable form, signed by all parties with an interest in the parcels, and subsequently recorded in the office of the Anoka County Recorder 6. SEVERABILITY. If any term or provision of this Declaration is declared to be invalid by a court of law it shall not affect the remaining provisions of this Declaration which shall remain in full force and effect. 7. INTERPRETATION. Unless the context otherwise requires, the use of the singular shall include the plural and vice versa. The headings used herein are for convenience only and shall not be given any weight in interpreting or constructing the substantive provisions of this Declaration. 8. GOVERNING LAW. This Easement shall be governed by and construed in accordance with the laws of the State of Minnesota. [SIGNATURE PAGES TO FOLLOW] 4 ____________________________________ Michael D. Kariniemi ____________________________________ Karen M. Kariniemi ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this _____ day of ______________, 2023, before me personally appeared Michael D. Kariniemi and Karen M. Kariniemi, married to each other. __________________________________ Notary Public 5 ____________________________________ Douglas Hunz ____________________________________ Deborah Hunz ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this _____ day of ______________, 2023, before me personally appeared Douglas Hunz and Deborah Hunz, married to each other. __________________________________ Notary Public 6 ____________________________________ Michael Keefe ____________________________________ Emily Keefe ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this _____ day of ______________, 2023, before me personally appeared Michael Keefe and Emily Keefe, married to each other. __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: G. Scott Hoke, Esq. G. Scott Hoke, P.A. Suite 204 11108 Zealand Avenue North Champlin, MN 55316 Telephone: (763) 712-3777 E-mail: shoke@hokelawmn.com 7 EXHIBIT A LEGAL DESCRIPTIONS Kariniemi Property: Lot 4, Block 1, Kariniemi Acres Addition PIN: 33-119-23-21-0002 Hunz and Keefe Property before subdivision: That part of the West Half of the Northeast Quarter of Section 33, Township 119 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of said West Half distant 1655.00 feet North, as measured along said East line from the Southeast corner of said West Half; thence West at right angles to said East line, a distance of 300.00 feet; thence South at right angles, a distance of 145.20 feet; thence West at right angles to an intersection with the West line of said West Half of the Northeast Quarter; thence North along said West line to the North line of said West Half of the Northeast Quarter; thence East along said North line to the East line of said West Half of the Northeast Quarter; thence South along said East line to the point of beginning. PIN 33-119-23-12-0007 Hunz and Keefe Property after subdivision: PARCEL A: That part of the West Half of the Northeast Quarter of Section 33, Township 119 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of said West Half distant 1655.00 feet North, as measured along said East line from the Southeast corner of said West Half; thence West at right angles to said East line, a distance of 300.00 feet; thence South at right angles, a distance of 145.20 feet; thence West at right angles to an intersection with the West line of said West Half of the Northeast Quarter; thence North along said West line to the North line of said West Half of the Northeast Quarter; thence East along said North line to the East line of said West Half of the Northeast Quarter; thence South along said East line to the point of beginning. 8 That lies Northerly of the following described line: Commencing at the Northeast corner of said West Half of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 01 minutes 44 seconds East, along the East line of said West Half of the Northeast Quarter, a distance of 604.33 feet to the point of beginning of said line; thence North 88 degrees 51 minutes 44 seconds West, a distance of 1309.76 feet to the West line of said West Half of the Northeast Quarter and said line there terminating. PARCEL B: That part of the West Half of the Northeast Quarter of Section 33, Township 119 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of said West Half distant 1655.00 feet North, as measured along said East line from the Southeast corner of said West Half; thence West at right angles to said East line, a distance of 300.00 feet; thence South at right angles, a distance of 145.20 feet; thence West at right angles to an intersection with the West line of said West Half of the Northeast Quarter; thence North along said West line to the North line of said West Half of the Northeast Quarter; thence East along said North line to the East line of said West Half of the Northeast Quarter; thence South along said East line to the point of beginning. That lies Southerly of the following described line: Commencing at the Northeast corner of said West Half of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 01 minutes 44 seconds East, along the East line of said West Half of the Northeast Quarter, a distance of 604.33 feet to the point of beginning of said line; thence North 88 degrees 51 minutes 44 seconds West, a distance of 1309.76 feet to the West line of said West Half of the Northeast Quarter and said line there terminating. 9 EXHIBIT B DEPICTION OF DRIVEWAY AND UTILITY EASEMENT Black text is permanent Blue text must be revised to fit the development. Red text may be removed depending upon the development. (Delete these notes prior to finalizing!) (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT KEEFE MINOR SUBDIVISION (FILE NO. 22-063) This SITE IMPROVEMENT PERFORMANCE AGREEMENT (this “Agreement”) dated _________________, 2022, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and MIKE KEEFE, EMILY KEEFE, DEBBIE HUNZ, AND DOUGLAS HUNZ, individuals, (the “Developer”), for Keefe Minor Subdivision, and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a site development plan (referred to in this Agreement as the “site plan”). The site plan is for property situated in the County of Hennepin, State of Minnesota, addressed at: 6801 Willow Drive, and legally described in Exhibit A, attached hereto, (the “Subject Property”). 2. CONDITIONS OF APPROVAL. The City approved the site plan (under City Council Resolution 2023-38 dated Apr 27, 2023) on the condition that the Developer enter into this Agreement, furnish the security and escrow required by it, and comply with applicable ordinances, statutes, and regulations. 3. PLANS. The Subject Property shall be developed in accordance with the following plans. The plans shall not be attached to this Agreement, but are on file in the office of the City Administrator at Corcoran City Hall. If the plans vary from the written terms of this Agreement, the written terms herein shall control. Plan A: Minor Subdivision received __________. Plan B: Site Plan received __________. Plan C: Grading, Drainage and Erosion Control Plan received __________. Plan D: Wetland Buffer Planting Plan received ____________. Plan E: Project and Standard Details Plan received __________. 4. IMPROVEMENTS. The Developer shall install and fully pay for the following required site improvements: • Surface water facilities and any associated public street restoration • Grading and Erosion Control • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities Any public improvements shall be installed in accordance with the approved plans and specs, City Design Standards and Standard Details. For these improvements, the Developer shall submit plans and specifications that have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or the City Engineer’s designated representative. 5. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement and construction of all required site improvements, the Developer shall furnish the City with a financial guarantee (“security”) in the form of: 1) a letter of credit from a bank (pursuant to the form attached hereto as Exhibit B); or 2) a cash deposit; or 3) a combination thereof. The form of the security shall be determined by the City at its sole discretion, and shall be in the amount of $________________ (100% of the total cost of improvements, per Section 1070.050, Subd. 9 of the Zoning Ordinance). Any bank or financial institution providing a letter of credit or other surety shall be subject to the approval of the City Administrator or his/her designated representative. 6. CONSTRUCTION OF IMPROVEMENTS. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans will be permitted unless approved in writing by the Zoning Administrator or City Engineer or their designated representative. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by this Agreement. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this Agreement, for which reimbursement is expected from the City, unless such work is first ordered in writing by the City Engineer or their designated representative, as provided in the specifications. 7. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 8. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and around the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 9. TIME OF PERFORMANCE. The Developer shall install all required site improvements by October 31, 2023. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with site development. 11. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the site, including but not limited to legal (including, without limitation, attorneys’ fees), planning, permitting, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of construction plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval, development or noncompliance with this Agreement. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys’ fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys’ fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within 30 days after receipt. Bills not paid within 30 days shall accrue interest at the rate of 8% per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. 12. MISCELLANEOUS. A. Third parties shall have no recourse against the City under this Agreement. B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. C. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by the Zoning Administrator or City Engineer or their designated representative. The City’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has unencumbered fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any failure to fulfill the foregoing covenants. E. Certain retaining walls will require a building permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the building official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. F. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. G. Failure to fulfill the terms of this Agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. H. The Developer represents to the City that the development complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision regulations, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. I. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and effect even if the Developer sells the project. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. 13. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 14. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: ______________________________. Notices to the City shall be in writing and shall be either hand delivered to Corcoran City Hall, or mailed to the City by certified mail to the attention of the Corcoran City Administrator at the following address: Corcoran City Hall Attn: City Administrator 8200 County Road 116 Corcoran, MN 55340 15. ESTIMATED COSTS . ITEM Total Sanitary Sewer System $0 Watermain System $0 Stormwater System $0 Street Construction Street Lighting $0 Grading/Erosion Control Landscaping/Tree Preservation Setting Iron Monuments $200 Installing Wetland Buffer Monuments* SUB-TOTAL: Design, Admin, Insp, As-Builts (8%) Total: This breakdown is for historical reference; it is not a restriction on the use of the security. If the City approves use of a letter of credit for posting of any portion of the security, the bank or financial institution which provides the same shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Agreement or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City-approved replacement security has been provided. If the required improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; and (3) all financial obligations to the City, both actual and anticipated, have been satisfied. 16. SUMMARY OF FINANCIAL SURETY. Security for Improvements (Paragraph 5): $________ Engineering Escrow (Cash) $________ 17. INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until after the City’s written acknowledgment of the Developer’s successful completion of the project in compliance with all plans referenced in Section 3 above: A. Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability 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. 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 Jessica Beise, the Mayor and Interim City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DEVELOPER: By: Its STATE OF MINNESOTA ) ( ss. COUNTY OF _______________ ) The foregoing instrument was acknowledged before me this ________ day of _________________, 20___, by __________________ the _________________ of _______________________, on behalf of the ______________________. NOTARY PUBLIC EXHIBIT A (the “Subject Property”) INSERT LEGAL DESCRIPTION EXHIBIT B IRREVOCABLE LETTER OF CREDIT TEMPLATE Letter of Credit No.: Date: TO: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 RE: (*Insert project name/address) Dear Sir or Madam: We hereby issue, for the account of _____________________________, and in your favor, our irrevocable letter of credit in the amount of $_________________, for the purpose of _____________________ available to you by your draft drawn on sight on the undersigned financial institution. To draw on the Letter of Credit, the draft letter must: a. Bear the clause, “drawn under the Letter of Credit No. _____________, dated ___________, 2_____, of (Name of Bank); b. Be signed by the Mayor or City Administrator of the City of Corcoran. c. Be presented for payment at ___________________, on or before the expiration date of the letter of credit. d. List the reason for the draw and the cost to be drawn against the letter of credit. THE FOLLOWING STATEMENT MUST BE INCLUDED ON ALL LETTERS OF CREDIT SUBMITTED TO THE CITY OF CORCORAN: This Letter of Credit shall automatically renew for successive one year terms unless, at least forty-five (45) days prior to the next annual renewal date the financial institution delivers written notice to the City of Corcoran City Administrator that it intends to modify the terms of, or cancel, this letter of credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City of Corcoran, Attn: City Administrator, Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation of Letter of Credit. More than one draw may be made under this Letter of Credit. We hereby agree that a draft drawn under and in compliance with this letter of credit shall be duly honored upon presentation if presented for payment together with the documents required herein to _______________, phone ___________, if presented before 4:00 p.m. on or before the expiration date. Presentations may be made in person or by certified mail, return receipt requested or by federal express or any other nationally recognized courier company. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 590 ("ISP98").” We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: _______________________________ Signature _______________________________ Its _______________________________ Printed Name of Signator Copy: City of Corcoran City Planner City of Corcoran City Engineer City of Corcoran City Administrator FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 20___. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGEE CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Agreement, agrees that the Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the Subject Property, the development of which is governed by the foregoing Agreement, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 20_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE, Adam Garfield Project/File: 227705990 Date: April 19, 2023 Subject: Bid Results - County Road 10 and Brockton 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 Brockton Lane Turn Lane Improvements. We also recommend that the construction materials testing contract be awarded to Haugo Geotechnical Services. The County Road 10 turn lane improvements are a requirement of the Cook Lake Development will provide a safer intersection for the residents of Cook Lake and commuters on County Road 10. Construction Bid Results Bids were opened for the County Road 10 and Brockton Lane Turn Lane Improvements Project on April 18, 2023. Attached to this memo is a copy of the Bid Tabulation for your information and file. There was a total of 7 Bids. The following summarizes the results of the Bids received: Contractor Total Bid with Alternates Total Base Bid Alternate 1 Alternate 2 Low Omann Brothers Paving $352,617.81 $305,856.88 $12,197.50 $34,563.43 #2 New Look Contracting, Inc. $377,167.80 $325,101.80 $17,250.00 $34,816.00 #3 Valley Paving, Nc. $394,871.95 $344,934.95 $15,310.00 $34,627.00 #4 ASTECH Corporation $415,762.57 $362,068.62 $16,172.00 $37,521.95 #5 Ramsey Companies $421,884.65 $375,895.65 $13,500.00 $32,489.00 #6 Park Construction Co. $430,319.89 $376,173.19 $14,804.00 $39,342.70 #7 Urban Companies $566,079.15 $504,256.15 $17,150.00 $44,673.00 This project is being financed by cost share agreements with the City of Maple Grove and Met Council with the remaining costs being paid for by the Cook Lake development. Because of this, Bid Alternatives were added for pavement and sidewalk improvement through the shared access with Maple Grove and Met Council. Alternative Bid 1 was for the wear course up through 73rd Ave and Alternate Bid 2 was for the sidewalk and trail extensions to the same location. With the bids received, we would recommend the Council award the Base Bid with Bid Alternates 1 & 2. The low bidder when considering any combination of the Base Bid and Bid Alternates is Omann Brothers Paving, Inc. with a total Base Bid and Bid Alternates of $352,617.81. The Engineer’s estimate was $387,625.50. Agenda Item: 7f. April 19, 2023 Kevin Mattson, PE, PW Director Page 2 of 2 Reference: Bid Results - County Road 10 and Brockton Lane Turn Lane Improvements Material Testing Results With the construction project, we solicited proposals from three local companies to provide material testing services. The three proposals received are summarized below. Contractor Total Bid Low Independent Testing Technologies, Inc. $4,475.00 #2 Haugo Geotechnical Services $5,510.00 #3 Braun Intertec $10,746.00 In reviewing the geotechnical proposals provided Independent Testing Technologies, Inc. provided the lowest proposal amount, however their unit prices for performing much of the work was higher than the next lowest bidder. Additionally, Haugo Geotechnical Services is familiar with similar turn lane construction projects within the City of Corcoran and we feel their proposal had a better estimate on the actual hours necessary to complete these services. Because these contracts are paid by the actual work performed, we would recommend utilizing Haugo Geotechnical Services for this project. With the authorization of work, we would request that the authorization of work includes the Engineering Construction Services for surveying, construction oversight, and engineering management costs estimated at an additional $30,000. The design, surveying, permitting, coordination of small utility relocation, and bidding assistance to date to date for the design components are approximately $71,200. Prior to the April 27th 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 along with cost share contributions from the City of Maple Grove and Metropolitan Council. Engineer’s Recommendation The bids were competitive, therefore, Stantec recommends that the project be awarded to Omann Brothers Paving, Inc. for $352,617.81 and Haugo Geotechnical Services for $5,510.00 upon the City securing funds. Memo To: Kevin Mattson, PE Public Works From: Kent Torve, PE Steve Hegland, PE Project/File: 227705477 Date: April 18, 2023 Reference: Hunters Ridge Road Geotechnical Exploration Quotes Background and Purpose For the Hunters Ridge Road project the city authorized Stantec at the last meeting to perform a feasibility study on the proposed improvements. To assist in the evaluation of the roadway, we solicited quotes to perform geotechnical explorations to evaluate the existing bituminous sections and the underlying soil and groundwater information. We solicited proposals from 3 local boring firms, and received 3 quotes: Haugo Geotechnical Services: $3,250 - 2-3 weeks for field work American Engineering Testing: $3,950 - 4-6 weeks for field work Braun Intertec: $4,990 - 4-6 weeks for field work The estimated boring cost for Haugo Geotechnical Services is lower than the other firms and Haugo will complete the work more timely than the other firms. Because of this we would recommend entering into an agreement with Haugo Geotechnical Services to complete soil borings and provide a report for the project. Action Requested Staff is requesting Council review the information presented and consider the following: ·Review and approve of the attached Proposal for Geotechnical Exploration, Hunters Ridge Road, Corcoran, MN provided by Haugo Geotechnical Services Agenda Item: 7g. April 13, 2023 Proposal 23-0238 Mr. Ryan Carpenter Stantec One Carlson Parkway, Suite 100 Plymouth, MN 55447 Re: Proposal for Geotechnical Exploration, Hunters Ridge Road, Corcoran, MN. Dear Mr. Carpenter: Haugo Geotechnical Services is pleased to submit this proposal to complete a geotechnical exploration for Hunters Ridge Road in Corcoran, Minnesota. Project Stantec, on behalf of the City of Corcoran, has requested a proposal for a geotechnical exploration for the Hunters Ridge Road reclamation project in Corcoran, MN. We understand that to facilitate the design Stantec requested soil borings to evaluate the existing bituminous sections and the underlying soil and groundwater information. We received a Request for Quote dated April 10, 2023 with specific project details. Purpose The purpose of our geotechnical exploration is to characterize subsurface soil and groundwater conditions and evaluate their suitability to support the pavement. Scope of Services We will provide the following services to help meet the project purpose. • Call in Gopher State One Call locate requests. • Complete three (3) standard penetration soil borings extending to nominal depths of 10 feet. • Seal the borings in accordance with the Minnesota Department of Health requirements. • Visually classify samples recovered from the soil borings. • Perform up to (3) moisture content tests, (3) P200 content tests, (1) Atterberg tests and (3) pocket penetrometer unconfined compression tests on selected samples. • Prepare soil boring logs describing the soil types/classifications and results of water level measurements. • Prepare an engineering report summarizing the soil condition and recommendations for pavement support. Prior to advancing the soil borings we will contact Gopher State One Call and request they notify the appropriate utility vendors to mark and clear the exploration locations of underground utilities. We request you or your authorized representative notify Haugo Geotechnical Services of the presence of and location of any underground structures or utilities that are not the responsibility of public agencies. Estimated Cost We will provide the services described in this proposal for an estimated fee of $3,250 Additional Services The soil borings may need to be extended if structurally unfavorable soil conditions have not been penetrated above the intended boring termination depths. If the borings need to be extended beyond their intended termination depths, we will charge an additional $20 per lineal foot beyond the original depth to 30’, and $24 per lineal foot from 30’ to 50’, and $27 per lineal foot from 50’-100’. If deeper borings are required the borings may need to be sealed in accordance with Minnesota Department of Health requirements. We will charge $4 per lineal foot to seal the borings, if required. Additional mobilizations, if required, will be charged at $550 per mobilization. Snow removal, if required, will be invoice at $175 per hour. In the event that the site is not ready when our crew arrives, we will charge $250 per hour of stand-by time. If any private utilities are present on the site, we expect you to locate them in advance or notify us and we will have them located at an additional cost of $500 If they are not located, we will not be responsible for any damage to any unknown utilities. We will contact you prior to exceeding the budget and submit a change order summarizing the costs for your review and authorization. General Thank you for the opportunity to present this proposal to you. Please sign and return one copy as our authorization to proceed. We are including the Haugo GeoTechnical Services, LLC General Conditions, which provide additional terms and are part of this agreement. If you have any questions regarding this proposal and associated scope of services, please contact Lucas Mol at 612-297-4108 (lmol@haugogts.com). Sincerely, HAUGO GEOTECHNICAL SERVICES, LLC Lucas Mol Project Manager Attachment: General Conditions Authorization to Proceed By: __________________________________________ Date: _______________________ Name/Title/Company: ______________________________________________________________ General Conditions Our agreement ("Agreement") with you consists of these General Conditions and the accompanying written proposal or authorization. Section I: Our Responsibilities LI We will provide the services specifically described in our Agreement with you. You agree that we are not responsible for services that are not fairly included in our specific undertaking. Unless otherwise agreed in writing, our findings, opinions, �nd recommendations will be provided to you in writing. You agree not to rely on oral findings, opinions, or recommendations without our written approval. l.2 1n performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us hannless from claims, damages, and e)!.penses arising out of your direction. 1.3 We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in om report or shown on our sketches are based on information provided by oth;rs or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may not be representative of things not sampled or seen and, further, that site conditions may change over time. 1.4 Our duties do not include supervising your contractors or commenting on, overseeing, or providing the means and methods of their work, unless we accept such duties in writing. We will not be responsible for the failure of your contractors to perform in accordance with their undertakings, and the providing of our services will not relieve others of d1eir responsibilities to you or to others. 1.5 We will provide a health and safety program for our employees, but we will not be responsible for contractor, job, or site health or safety unless we accept that duty in writing. 1.6 You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. 1. 7 Estimates of our fees or other project costs will be based on information available to us and on our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 2: Your Responsibilities 2.1 You will provide ns with prior gcotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans. and new infonnation as to site conditions until we have completed our work. 2.2 You will provide access to the site. In the course of our work some site damage is nonnal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of nom1al damage in the estimated charges. 2.3 You agree to provide us, in a timely manner, with infom1ation that you have regarding buried objects at the site. We will not be responsible for locating buried objects at the site unless we accept that duty in writing. You agree to hold us harmless from claims, damages, losses, and related expenses involving buried objects of which you had knowledge but did not timely call to our attention or COll'ectly show on the plans you or others on your behalf furnished to us. 2.4 You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials in a sample provided to us. You agree to provide us with information in your possession or control relating to contamination at the work site. If we observe or suspect the presence of contaminants not anticipated in our Agreement, we may tenninate our work without liability to you or to others, and we will be paid for the services we have provided. 2.5 Neither this Agreement nor the providing of services will operate to make us an owner, operator, generator, transporter, treater, storer, or a disposal facility within the meaning of the Resource Conservation Recovery Act, as amended, or within the meaning of any other law governing the handling, treatment, storage, or disposal of hazardous materials. You agree to hold us hannless and indemnify us from any such claim or loss. 2.6 Monitoring wells are your property, and you are responsible for their permitting, maintenance, and abandonment unless we accept that duty in writing. 2.7 You agree to make disclosures required by law. 1n the event you do not own the site, you acknowledge that it is your duty to infonn the owner of the discovery or release of contaminants at the site. You agree to hold us harmless and indemnify us from claims related to disclosures made by us that are required by law and from claims related to the informing or failure to infonn the site owner of the discovery of contaminants. Section 3: Reports and Records 3.1 We will furnish reports to you in duplicate. We will retain analytical data for seven years and financial data for three years. 3.2 Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and they remain our property but are subject to a 1 icense to you for your use in the related project for the purposes disclosed to us. You may not transfer our reports to others or use thcri1 for a purpose for which they were not prepared without our written approval, which will not be unreasonably withheld. You agree to indemnify and hold us hannless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. At your request, we will provide endorsements of our reports or letters of reliance, but only if the recipients agree to be bound by the terms of our agreement with you and only if we are paid the administrative fee stated in qµr then cull'ent Schedule of Charges. 3.3 Because electronic documents may be modified intentionally or inadvertently, you agree that we will not be liable for damages resulting from change in an electronic document occu1Ting after we transmit it to you. 1n case of any difference or ambiguity between an electronic and a paper document, the paper document shall govern. 3.4 If you do not pay for our services in full as agreed, we may retain work not yet delivered to you and you agree to return to us all of our work that is in your possession or under your control. You agree not to use or rely upon our work for any purpose whatsoever until it is paid for in full. Page 1 of2 HAUGD -~1#1 3.5 Samples remaining after tests are conducted and field and laboratory equipment tbat cannot be adequately cleansed of contaminants are and continue to be your property. They will be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. Section 4: Compensation 4.1 You will pay for services as agreed upon or according to our then current Schedule of Charges if there is no otp.er written agreement as to price. An estimated cost is nol a film figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our pe1formance is subject to credit approval and payment of any specified retainer. 4.2 You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices on 1eccipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 1 .5% per month, or at the maximum rate allowed by law. 4.3 If you direct us to invoice another, we will do so, but you agree to be responsible for our compensation unless you provide us with that person's written acceptance of all terms of our Agreement and we agree to extend credit to that person and to release you. 4.4 , You agree to compensate us in accordance with our fee schedule if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. 4.5 lf we are delayed by factors beyond our control, or if project conditions or the scope or a.mount of work change, or if changed labor union conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice and we will receive an equitable adjustment of our compensation. If you and we do not reach agreement on such compensation within 30 days of our written application, we may terminate without liability to you or others. 4.6 If you fail to pay us within 60 days following invoice date, we may consider the default a total breach of our Agreement and, at our option, terminate our duties without liability to you or to others. 4.7 Tn consideration of our providing insurance to cover claims made by you, you hereby waive any right of offset as to fees otherwise due us. Section 5: Disputes, Damage, and Risk Allocation 5.1 Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party's representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted to mediation. 5.2 Neither of us will be liable for special, incidental, consequential, or punitive damages, including but not limited to those arising from delay, loss of use, loss of profits or revenue, loss of financing commitments or fees, or the cost of capital. 5.3 We will not be liable for damages unless suit is commenced within two years oflhe date of injury or loss or within two years of the date of the completion of our services, whichever is earlier. We will not be liable unless you have notified us of the discovery of the claimed breach of contract, negligent act, or omission within 30 days of the date of discovery and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. 5.4 For you to obtain the benefit of a fee which includes a reasonable allowance for risks, you agree that our aggregate liability will not exceed the fee paid for our services or S50,000, whichever is greater, and you agree to indemnify us from all liability to others in excess of that amount. If you are unwilling to accept this allocation of risk, we will increase our aggregate liability to $100,000 provided that, within 10 days of the date of our Agreement, you provide payment in an amount that will increase our fees by 100/o, but not less than $500, to compensate us for the greater risk unde1taken. This increased fee is not the purchase of insurance. 5.5 If you do not pay us within 60 days of invoice date, or if you make a claim against us that is resolved in our favor, you agree to reimburse our expenses, including but not limited to attorney fees, staff time; expert witness fees, and other costs of collection or litigation. 5.6 The law of the state in which our servicing office is located will govern all ,disputes. Each of us waives trial by jury. No employee acting within the scope of employment shall have individual liability for his or her acts or omissions, and you agree not make a claim against individual employees. Section 6: General Indemnification 6.1 We will indemnify and hold you harmless from and against demands, damages, and expenses to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. 6.2 To the extent it may be necessary to indemnify either of us under Section 6.1, you and we expressly waive, in favor of the other only, any inununity or exemption from liability that exists under any worker compensation law. 6.3 You agree to indemnify us against losses and costs arising out of claims of patent or copyright infringement as to any process or system that is specified or selected by you or by others on your behalf Section 7: Miscellaneous Provisions 7.1 We will provide a certificate of insurance to you upon request. Any claim as an Additional Insured shall be limited to losses caused by our sole negligence. 7.2 This Agreement is our entire agreement. It supersedes prior agreements. Tt may be modified only in a w1iting, making specific reference to the provision modified. 7.3 Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project cla'in1s to any third person, whether directly or as collateral or otherwise. 7.4 Our Agreement may be terminated early only in writing. We will receive an equitable adjustment of our compensation in the event of early termination. Page 2 of2 GC STAFF REPORT Agenda Item: 7h. Council Meeting: April 27, 2023 Prepared By: Jessica Beise Topic: Comcast Grant Agreement – Corcoran Broadband Expansion Project Action Required: Approval Summary: Staff has been working with Comcast to finalize the grant received to expand service to the unserved areas of Corcoran. The City attorney is reviewing the agreement and a copy will be forwarded to Council as soon as a final document becomes available. Financial/Budget: ARPA Funds are being utilized to fund the City’s portion of the project. Comcast, the Minnesota Office of Broadband Development, and Hennepin County are all funding partners with this $4.3 million dollar expansion project. Options: 1. Approve the grant agreement as proposed. 2. Amend the grant agreement. 3. Decline to implement the agreement and end the project. Recommendation: Approve the grant agreement as proposed. Council Action: Consider a motion to approve the grant agreement as proposed. Attachments: 1. Comcast Grant Agreement City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-39 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING CHARITABLE GAMBLING IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Charitable Gambling License is granted effective for the dates as indicated, to the following Licensee, which provided appropriate application. LICENSEE LICENSE LICENSE EFFECTIVE DATE St. Thomas the Apostle Church Organization located at 20000 County Road 10 Corcoran, MN 55340 Charitable Gambling (Bingo and Raffle) August 20, 2023 (One day license) Event located at St. Thomas the Apostle Church 20000 County Road 10 Corcoran, MN 55340 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April, 2023. Tom McKee - Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Agenda Item: 7i. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-40 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Liquor License is granted effective for the dates as indicated, to the following Licensee, provided appropriate application and insurance documents are submitted and satisfactory background check completed by the Corcoran Police Department. LICENSEE LICENSE LICENSE EFFECTIVE DATE Corcoran Lions 9933 Trail Haven Road Corcoran, MN 55340 Corcoran Lions 9933 Trail Haven Road Corcoran, MN 55340 On-sale On-sale August 25-27, 2023 NTPA Fall Tractor Pull Corcoran Lions Park September 8-10, 2023 Corcoran Demo Derby Corcoran Lions Park McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April, 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk Agenda Item: 7j. April 20, 2023 Kevin Mattson, PE Public Works Director 9100 County Road 19 Corcoran, MN 55340 Dear Kevin: Reference: Pedestrian Crosswalk Policy and Alternative Proposal We appreciate the opportunity to present this scope of work to assist with the development of a Pedestrian Crosswalk Policy as well as review two existing pedestrian crossing locations and provide appropriate mitigation measures or improvements to be considered as Council directs the final policy implementation. As noted previously, data and transportation based policies are fairly rigid but can be modified to the local community. Background At the March 9th City Council Meeting, City Staff discussed pedestrian crosswalk policies with the City Council where we discussed if a Pedestrian Crosswalk Policy was appropriate for the City of Corcoran as well as alternatives on what those policies could look like. Through those discussions, the City Council asked staff to develop a Pedestrian Crosswalk Policy which allows the City to both review crossings of resident concerns, and be forward looking for future areas of need. As part of this discussion, the City Council asked staff to evaluate the existing pedestrian crossings at Stieg Road and Gleason Parkway for potential mitigation measures. Scope of Work Task 100 – Pedestrian Crosswalk Policy Development Stantec will prepare a draft Pedestrian Crosswalk Policy for the City Council to review and consider. In developing this crosswalk policy, we anticipate utilizing the resources initially presented to the Council as a template and modifying it to be forward looking and flexible. Prior to presenting to the City Council, we will coordinate a meeting with Planning, Public Safety and Legal staff to discuss the draft policy for their review and feedback. We anticipate utilizing existing roadway and pedestrian research available through the Minnesota LTAP and MNDOT Guidance documents. We will then present to the City Council the Draft Pedestrian Crossing Policy for review and discussion. Following that meeting, we will finalize the document for additional department review and City Council consideration for approval. With this plan development, we are not anticipating any changes will be necessary with the City Code. Task 200 – Crosswalk Alternative Analysis At the March 9th City Council meeting, the discussion for the crosswalk policy was based on a City-wide plan but two specific crosswalk areas were identified and Council asked them to be evaluated further for potential improvements or mitigation measures in response to residents. Agenda Item: 7k. April 20th, 2023 Kevin Mattson PE Public Works Director Page 2 of 3 Reference: Pedestrian Crosswalk Proposal Those two crosswalks included in this evaluation are · Stieg Road and Elm Lane · Gleason Parkway between Carriage Way and Wildflower Trail. Stantec will perform an analysis of these two areas to identify an appropriate mitigation measure(s) for the City Council to consider along with budgetary costs and timelines for how those measures could be implemented. A brief technical memo will summarize this information for the City Council to consider and take appropriate action from. Fee and Schedule Project Budget We estimate the fee to provide the scope as described to be outlined below. Task Cost Task 100 – Pedestrian Crosswalk Policy Development $ 12,250 Task 200 – Crosswalk Alternative Analysis $ 5,500 Total $ 17,750 Stantec will complete this scope of work according to the Master Service Agreement and previous practices with the City of Corcoran. Any changes to the project scope or estimated hours to complete the work will be communicated to the City in a timely fashion. Stantec will not proceed with additional services or services outside of the scope of work contained in this letter without approval from the City. Project Schedule Below are key project milestones for this project. · Present Draft Pedestrian Crosswalk Policy to City Council – June 8th Meeting · Present Pedestrian Crosswalk Alternative Analysis to City Council – June 8th Meeting · Present Final Pedestrian Crosswalk Policy – July 27th Meeting We hope this letter defines the of scope work and the estimated fee of services to your satisfaction. On behalf of our Stantec team, we thank you for this opportunity to be of service to your community. April 20th, 2023 Kevin Mattson PE Public Works Director Page 3 of 3 Reference: Pedestrian Crosswalk Proposal Regards, Stantec Consulting Services Inc. Kent Torve PE (MN, TX, SD), LEED AP City Engineer/ Principal Phone: 612.209.7919 Kent.torve@stantec.com Steve Hegland, PE (MN) Client Manager Phone: 612-741-6548 steven.hegland@stantec.com By signing this proposal, City of Corcoran authorizes Stantec to proceed with the services herein described and the work will be completed in accordance with the existing Master Service Agreement. This proposal is accepted and agreed on the ___________ day of _________,_________ . Per: __________________________ _____________________________ __________________________ Print Name & Title Signature Page 1 of 4 STAFF REPORT Agenda Item: 8a. City Council Meeting: April 27, 2023 Prepared By: Kevin Shay through Kendra Lindahl Topic: Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 23-005) Action Required: Feedback Review Deadline: May 23, 2023 1. Request The applicant, Beth Hustad of Trek Real Estate and Development and New Horizon Academy, is requesting a planned unit development amendment (PUDA) to allow the following amendments: 1.An increased impervious surface for the Cook Lake Highlands. 2.To allow 32 units, instead of the 27 approved with the final PUD, for the memory care building on Lot 2, Block 1 of Cook Lake Highlands. 3.To allow the apartment building to change from a 100-unit co-op building to a 145-unit age-restricted apartment building. 2.Background Cook Lake Highlands received preliminary PUD and preliminary plat approval on August 12, 2021 and final plat and final PUD approval on March 24, 2022. The development was approved for 19 single family lots, one daycare lot, one memory care lot with 27 units and one lot for the Applewood Point senior multifamily building consisting of 100 co-op units. 3. Analysis Planned Unit Development Amendment The applicant has submitted a narrative stating the reasoning for the PUD amendment to the approved PUD and provides details on the reasoning and approach to the development. Page 2 of 4 Impervious Surface Amendment New Horizon Academy is requesting an increased impervious surface of 40,889 square feet from the 36,083 square feet that was approved with the original PUD. The impervious surface increase is 4,806 square feet and changes the impervious surface from 44.3% to 50.2% on the New Horizon site. However, the impervious surface that was approved with the original PUD was for the Cook Lake Highlands site as a whole. The change to the New Horizon site increases the total impervious surface for Cook Lake Highlands from 39% to 39.8%. The amendment to the approved PUD would be to allow the 0.8% increase to the allowed impervious surface. The change to the impervious surface is being requested due to some design changes and additional impervious surfaces proposed for the playground area and some additional sidewalk areas associated with the platy area. Revised stormwater calculations have been provided to account for the additional impervious surface area. modifications for the increased impervious areas within the building lots have been reviewed by the City and watershed and meet the regulatory standards Memory Care Unit Amendment The applicant is requesting an amendment to allow 32 units in the memory care building where 27 was approved with the final plat. The preliminary plat was approved on August 12, 2021 with 32 units in the memory care building. With the final plat application, the development team requested to reduce the unit count to 27 units. Unfortunately, they have indicated that this was an architectural error. While preparing the detailed construction plans, it was discovered 32 units is the appropriate design and unit count for the structure. The applicant is requesting to return to the unit count approved with the preliminary plat and PUD. Apartment Unit Count Amendment The applicant is requesting to change the 100-unit Applewood Point Co-op to a 145-unit apartment building on Block 2. There is no change to the footprint of the building proposed, but the units would be modified in the change from a co-op to an apartment. The applicant’s narrative explains how the change would be made to the building to allow for the additional units, “The major change to the floor plans will be reprogramming the building with Amira homes which average 1,100 sq ft compared to the current Applewood units averaging 1,550 sq ft. The smaller homes within the same building footprint allow for the increase from 100 to 145 homes. The Amira community will have several 1 bedroom; 1 bedroom den; and several studios. The Applewood had all 2-bedroom homes. To break this down further, the additional 45 homes result in approximately 11 more homes per floor (the existing homes are reduced in size so building Page 3 of 4 footprint remains unchanged). There will essentially be no visible change when entering the community—just 11 more unit entry doors spread out on each floor” The Comprehensive Plan notes that the City calculates net density (gross land area - wetlands and land below the 100-year OHWL) to ensure compliance with the Comprehensive Plan goals. The net density is consistent with the 8-10 units per acre that is expected in the Mixed Residential land use classification. These density calculations are based on the entire site. The parking required for the building will increase with the change in the number of units within the building. The applicant has indicated in their narrative that they will be modifying the underground parking to increase the number of parking stalls to account for the additional units. They provided an underground parking concept to show the garage with 165 parking stalls compared to the 121 underground parking stalls shown with the 100 unit building. This increase in the number of parking stalls will bring the total for the site to 240 which is above the 218 required spaces for the number of units. The city engineer has reviewed the revised plans and the adjacent roadway system will continue to operate to a sufficient level with the additional units. The applicant has indicated that change from a coop to an apartment is driven by the market and provided the following reasoning for the request to change, “Due to current market conditions which have created significant headwinds for “for sale” products, United Properties made the decision to no longer pursue a cooperative community on this site. Our sales efforts fell significantly short of the 60% presale hurdle required by HUD. United has experienced very strong interest and leasing at their senior rental communities which are branded under the Amira name. United is proposing a change from the Applewood to the Amira product. The Amira community would target a similar user who is 55+; typically moves from a single-family home; and is looking for an upscale rental alternative to buying that creates a sense of community. Residents can sign leases up to 3 years in length.” The Council has discretion in approving a change to the uses in this PUD. However, United Properties has indicated that they will not proceed with the coop on this site. If there is not a buyer for the lot the site would remain vacant indefinitely. Allowing United properties to build the senior apartment would allow completion of the site development, would retain the physical site improvements as originally approved as part of the PUD and allow another housing option in the City. 4. Recommendation Move to adopt Resolution 2023-33 approving the planned unit development amendment to allow an increased impervious surface for Cook Lake Highlands, 32 units for the memory care site and 145 units for the apartment building. Page 4 of 4 If the Council does not support one or more of the requests, they should provide findings for denial of the request and direct staff to bring the resolution to the May 11th Council meeting for adoption. Attachments 1. Resolution 2023-33 approving the PUD Amendment 2. Applicant Narrative dated April 6, 2023 3. Approved Site Plan dated August 4, 2022 4. Revised Site Plan dated April 10, 2023 5. Amira Apartment Concept dated March 24, 2023 6. Applewood Point Images dated April 10, 2023 7. Engineer’s memo dated April 17, 2023 City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 1 of 2 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 19220 COUNTY ROAD 10 (PID 25-119-23-14-0003) (CITY FILE 23-005) WHEREAS, Beth Hustad of Trek Real Estate and Development, Inc. (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage, 32 units for the memory care building on Lot 2, Block 1 and a 145-unit apartment building on Lot 1, Block 2 all for “Cook Lake Highlands” on property legally described as follows on property legally described as follows: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on March 24, 2023 and revisions received on April 10, 2023 except as amended by this resolution. 2. This amendment modifies Condition 11 of Resolution 2021-36, which approved PUD flexibility for 39% impervious surface coverage for the entire project. The PUD is amended to allow 39.8% impervious surface coverage for the entire project. a. The PUD flexibility is required to allow increased impervious surface coverage on Lot 1, Block 1 for the playground and sidewalks at New Horizon Academy. b. The existing stormwater management plan will accommodate the increased area without changes. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-33 Page 2 of 2 3. Resolution 2022-22 approving the final PUD Development Plan with 27 units for the memory care is modified by this amendment to allow 32 units. This is consistent with the preliminary approvals in Resolution 2021-36, which approved 32 memory care units. a. Revised building plans must be submitted with the building permit showing 32 units for the memory care facility. 4. A PUD amendment is approved to modify Resolution 2021-36 and Resolution 2022-22 to allow a 145 unit age-restricted apartment building where a 100 unit senior coop was approved, based on the following findings: a. The footprint of the building does not change. b. Adequate parking is available. The plans show an additional 44 underground parking stalls. The proposed parking complies with ordinance requirements. c. No additional impervious surface coverage is proposed. d. Revised building plans and building elevations must be submitted with the building permit showing 145 units for the multi-family apartment building. 5. The applicant shall comply with all requirements of the City Engineer’s memo, dated April 17, 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator April 6, 2024 Cook Lake Highlands PUD Amendment Narrative Revised JB Limited & Trek Development, Cook Lake Highlands development team, is requesting a PUD Amendment for Cook Lake Highlands. The current PUD is approved for 23 lots and 6 outlots consisting of 19 single family 50’ lots with 5’ and 5’ side setbacks, 1 daycare lot, 1 memory care lot with 27 units, and 1 lot for the Applewood Point senior co-op multifamily building consisting of 100 units. The following are the proposed changes to the PUD per the feedback and discussion at the February 23, 2023 City Council work session: • New Horizon Academy (Lot 1 Block 1): New Horizon Academy purchased Lot 1 Block 1 from JB Limited in December 2022. Below is the narrative received from New Horizon regarding the requested change: The New Horizon Academy located at Lot 1, Block 1 of Cook Lake Highlands is requesting to increase the allowable impervious surface for this project that was approved as part of the original PUD. The original PUD assumed 36,083 SF of impervious surface area. The proposed project has 40,889 SF of impervious surface area. The increased impervious surface area is due to an increase in site sidewalks around the proposed playground area along with factoring the play surface itself as impervious area. Stormwater calculations have been provided to the City and watershed that show the designed stormwater system is sized to handle this increased impervious area. • Memory Care site (Lot 2 Block 1): The buyer, Grace Communities, has recommitted to the site. The Cook Lake Highlands Preliminary Plat was approved August 12, 2021 with a 32 unit memory care site. Between the Preliminary Plat and Final Plat approvals, Grace Communities’ development team requested we reduce the unit count to 27 units. Unfortunately, this was an architectural error. While preparing a more detailed construction plan, Grace Communities discovered 32 units is the appropriate design and unit count. On behalf of Grace Communities, we are requesting to return to the Preliminary Plat approval unit count of 32 units. All other elements of Grace Communities Final Plat approval shall remain the same. • Multi-Family Site (Lot 1 Block 2): On behalf of United Properties, we are requesting to amend the approved multi-family, 100-unit co-op to a 145-unit age-restricted multi-family apartment. The building footprint, height, and the site plan will remain the same. The units will be a smaller size and the unit count will change from 100 to 145 units. Please see below narrative and attached plans provided by United Properties regarding further details on this requested change: United Properties has over two dozen best-in-class senior living communities in Minnesota, Colorado, and Florida, including two existing 55+ active adult communities and another under construction right here in the Twin Cities. Each Amira community location is selected for its beautiful setting and convenient access to nearby dining, shopping, recreation, and entertainment destinations. Our Amira communities benefit from maintenance-free living in contemporary homes, with thoughtfully designed indoor and outdoor spaces, beautifully landscaped grounds, and an abundance of amenities and life enrichment activities. By 2030, 1 out of 5 Americans will be 65 or over, according to the U.S. Census Bureau, and will grow to nearly 100 million by 2060. United Properties and Amira are poised to meet the demand of our aging population. The current approved Applewood Point plans reflect 100 units within a 4 story u-shaped footprint. Attached is a site plan and some exterior imagery of the front entrance and overall community looking east. Also attached are floor plans and below is a link to our virtual “fly around of the site”. Due to current market conditions which have created significant headwinds for “for sale” products, United Properties made the decision to no longer pursue a cooperative community on this site. Our sales efforts fell significantly short of the 60% presale hurdle required by HUD. United has experienced very strong interest and leasing at their senior rental communities which are branded under the Amira name. United is proposing a change from the Applewood to the Amira product. The Amira community would target a similar user who is 55+; typically moves from a single-family home; and is looking for an upscale rental alternative to buying that creates a sense of community. Residents can sign leases up to 3 years in length. United’s long-term strategy is to own these communities. The impact on the current plans to switch to an Amira will be minimal. Referencing the attached floor plans, most of the common areas are located in the center building core on floors 1 and 2. These common areas would remain essentially the same with the only addition being 2 more offices off the main lobby for a leasing person and activities director. We may also consider adding a golf simulator in the garage level if space allows. The major change to the floor plans will be reprogramming the building with Amira homes which average 1,100 sq ft compared to the current Applewood units averaging 1,550 sq ft. The smaller homes within the same building footprint allow for the increase from 100 to 145 homes. The Amira community will have several 1 bedroom; 1 bedroom den; and several studios. The Applewood had all 2-bedroom homes. To break this down further, the additional 45 homes result in approximately 11 more homes per floor (the existing homes are reduced in size so building footprint remains unchanged). There will essentially be no visible change when entering the community—just 11 more unit entry doors spread out on each floor. Looking at the exterior the same will hold true. United is not proposing a change in the building materials of brick/cultured stone; cement Hardie board and vertical lap siding. All homes will have a balcony or patio so there will be an additional 11 stacks of balconies spread out around the building perimeter. Windows may be shifted to match the new programming, but the size and style of windows will remain unchanged. The front entrance as reflected in the attached material will be fine-tuned to reflect/match the adjacent units but will look basically the same. There will be no change to the exterior parking and to accommodate the additional 45 homes, the underground garage will be expanded (see attached) to match the additional homes. In short, changes would be subtle and the general building appearance and height would remain unchanged. United Properties will provide updated floor plans and exterior elevations provided there is support and approval for this pivot from the Applewood to the Amira senior brand. It is a significant time and financial undertaking to reprogram these floor plans and then reflect these changes to the exterior. When a unit demising wall changes the windows may shift to reflect the room within. This would happen throughout each floor. United has recently completed this identical change of use at a former Applewood community in Lake Elmo. This was previously a 100-unit Applewood which was changed to a 146-unit Amira. Like this location, we did not change to building footprint or building height; and the additional parking was accommodated by expanding the underground garage. Sincerely, Beth Hustad Trek Real Estate and Development OHW O H W LIFT STATIONPROPERTY LINEPROPERTY LINE LAKE LOT 1 4.65 AC PROPERTY LINEPROPERTY LINE PROPERTY LINE POND POND WETLAND BSTR. PUMP STATION O H W POND/ FILTRATION BASIN 1D POND c 1OFCOOK LAKE HIGHLANDS CORCORAN, MINNESOTA TREK DEVELOPMENT4-6-2023 JLT Name Reg. No.Date Revisions Date Designed Drawn 2022 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota 1SITE PLAN OVERALL 0 units 32 units 145 units 19 lots 196 units/lots 4-6-2023-updated unit count from 8/4/2022 submittal by Civil Site Group LIFTSTATIONPROPERTY LINE LOT 14.65 ACPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPOSEDSENIOR(102 UNITS)25' BLDG. STBK25' PKG. STBK25' BLDG. STBK25' BLDG. STBK10' PKG. STBKBLOCK 2NOPARKING6' CURB TAPER (TYP.)CONSTRUCTION LIMITS25' BLDG. STBKNOPARKINGPONDACCESS25' BLDG. STBK25' PKG. STBK10' PKG. STBK 30' BLDG. STBK50' PKG. STBK100' BLDG. STBKNOPARKINGNOPARKINGCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSPROPERTY LINEPROPERTY LINE LOT LINELOT 22.14 AC30' BLDG. STBK50' PKG. STBK10' PKG. STBK25' BLDG. STBK25' PKG. STBK100' BLDG. STBK30' BLDG. STBKBLOCK 1 10' PKG. STBK NOPARKINGSHORELANDOVERLAY LINELOT 11.88 ACLOT 14.65 ACNEW ROW LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINENEW ROW LINEFEMA FLOODPLAIN LINE20'X30' EMERGENCYOVERFLOW. INSTALL MNDOTCATEGORY 4 TURFREINFORCEMENT MAT ANDMNDOT CATEGORY 4 EROSIONCONTROL BLANKET.TURF REINFORCEMENT MATSHALL BE SOIL FILLEDWETLAND BUFFERLOT 22.14 ACPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE25' BLDG. STBK30' BLDG. STBK2 25' BLDG. STBK25' BLDG. STBK30' BLDG. STBK25' BLDG. STBK100' BLDG. STBK30' BLDG. STBK 30' BLDG. STBK 25' BLDG. STBK25' BLDG. STBK100' BLDG. STBK25' BLDG. STBK25' BLDG. STBK3 PONDPONDWETLANDWETLANDWETLAND4 5 6 7 8 9 101 BSTR.PUMPSTATION11BLOCK 1BLOCK 2BLOCK 1 BLOCK 3 BLOCK 3PONDGHOST PLATGHOST PLATD&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINED&UEASEMENTLINEOTL. B0.06 ACOTL. A0.32 ACOTL. C8.37 ACOTL. C8.37 ACOTL. D0.07 ACBUFFER LINEPOND/ FILTRATIONBASIN 1D30' BLDG. STBK25' BLDG. STBKOTL. E0.009 ACCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSD&U EASEMENTLINEEXISTINGEASEMENT LINED&U EASEMENTLINED&U EASEMENTLINED&U EASEMENT LINE25' BLDG. STBKLOT 20.31 AC25' BLDG. STBK25' BLDG. STBK1213141516171918OTL. F1.25 ACBUFFER INFO25' AVG. BUFFER AREA=30,939 SFPROP. BUFFER AREA= 33,659 SFBUFFER LINEBUFFER LINEEXISTINGEASEMENT LINEWETLAND BUFFER SIGN (18 TOTAL),COORDINATE FINAL LOCATION W/ CITYPRIOR TO CONSTRUCTION, TYP. SIGNSTO BE PURCHASED FROM CITY.WETLAND BUFFER SIGN (18 TOTAL),COORDINATE FINAL LOCATION W/ CITYPRIOR TO CONSTRUCTION, TYP. SIGNSTO BE PURCHASED FROM CITY.PONDACCESSCivil Engineering Surveying Landscape Architecture5000 Glenwood AveGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cCOOK LAKE HIGHLANDS Corcoran, Minnesota 4655 Nicols Road, Suite 106, Eagan, MN 55122 JB LIMITED, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION2/9/22 CITY RESUBMITTAL3/23/22 CITY RESUBMITTAL6/13/22 CONSTRUCTION DOCUMENTS. .. .PROJECT NUMBER:200112/5/21 CITY RESUBMITTAL3/15/21 CITY RESUBMITTAL6/7/21 CITY RESUBMITTAL11/29/2021 CITY RESUBMITTAL1/11/22 CITY RESUBMITTAL1/26/22 CITY RESUBMITTAL12/15/20 CITY SUBMITTALDRAWN BY:REVIEWED BY:KIT, DKDK, MP. .. .. .. .. .. .. .202048776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/13/225/6/22 CITY RESUBMITTALREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANOVERALL6/18/21 CITY RESUBMITTAL4/10/23 CITY RESUBMITTAL. .. .. .. .SITE AREA TABLE:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = "NO PARKING THIS SIDE OF STREET"NPF = "NO PARKING FIRE LANE"NPC= "NO PARKING IN CUL-DE-SAC'ST = STOPCP = COMPACT CAR PARKING ONLY01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRPRIVATE CONCRETE PAVEMENT AS SPECIFIED (PADOR WALK) SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & CONCRETE DEPTHS, SEEDETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANBITUMINOUS PAVEMENT. SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOCITY OF CORCORAN NOTES:1.CONTRACTOR SHALL GET A SIGN PERMIT FROM THE CITY OF CORCORAN PRIOR TOTHE CONSTRUCTION OF ANY SIGNS.2.NO CLOSURES OR RESTRICTIONS OF ANY KIND SHALL BE IMPOSED UPON THEPUBLIC USE OF COUNTY ROAD 10 WITHOUT THE COUNTY'S PERMISSION. SHOULDANY LANE RESTRICTIONS BE NECESSARY, THE CONTRACTOR SHALL NOTIFY THECOUNTY AT LEAST 48 HOURS IN ADVANCE AND PROVIDE A TRAFFIC CONTROL PLAN.CITY CONCRETE SIDEWALK PAVEMENT. SEE DETAIL.1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THEFIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECTPRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS,PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCALGOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.18.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:Zoning:Existing Zoning: RMF-2 ( Mixed Residential District, 8-10 u/a)2040 Land Use Guide:Mixed ResidentialProposed Zoning/ Land Use:PUDOverall Net Density:Max=198 units/lots (10 u/a) - Met CouncilMin=158 units/lots (8 u/a) - Met CouncilMax=166 units/lots (10 u/a) - City of CorcoranMin=133 units/lots (8 u/a) - City of CorcoranBlock 1, Lot 1, Kid Day Care: 0 unitsBlock 1, Lot 2, Memory Care: 32 unitsBlock 2, Lot 1, Senior Living:102 units Block 3, Villa SF lots 50' x 125' min.: 20 lotsTOTAL: 154 units/lotsTYPICAL VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK20' FRONT30' REAR5' SIDES/ 25' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,750 SFSHORELAND OVERLAY LINEPROPOSED WETLAND BUFFER AREAPOND ACCESS ROUTE Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Cook Lake Highlands PUD Amendment Date: April 17th, 2023 Exhibits: This Memorandum is based on a review of the following documents: 1. Cook Lake Highlands PUD Amendment Site Plan, Revision Dated April 10th, 2023 Comments: General: 1. The proposed site plans have no impacts on the public water and sewer systems which were previously reviewed and approved. 2. The modifications for the increased impervious areas within the building lots have been reviewed by the City and watershed and meet the regulatory standards. 3. The adjacent roadway system will continue to operate to a sufficient level with the additional units. End of Comments Page 1 of 2 STAFF REPORT Agenda Item: 8b. City Council Meeting: April 27, 2023 Prepared By: Nicholas Ouellette through Kendra Lindahl, AICP Topic: Time Extension for Scherber Roll Off Conditional Use Permit and Site Plan Approval at 23240 County Road 30 (city file 21-007) Action Required: Approval Review Deadline: N/A 1. Request The applicant, Trevor Scherber, has requested a second one-year time extension to the Conditional Use Permit (CUP) and Site Plan approvals granted for T. Scherber Demolition and Excavation by Resolution 2021-50 for the property located at 23240 County Road 20 (PID 07-119-23-13-0003). 2.Planning Commission Review The Planning Commission reviewed this item on April 6, 2023. Commissioners Brummond, Jacobs and Lanterman were present. The applicant was not present to speak on this item. The Planning Commission voted 2-1 (Brummond nay) to recommend denial of the request for a one-year extension based on the finding that the applicant was not present and had not provided any reason why they were not able to initiate the work approved by the CUP. 3.Background On May 27, 2021, City Council approved the conditional use permit and site plan to allow a contractor’s operation with outside storage. On June 1, 2022, City staff administratively approved a one-year extension, pursuant to Section 1070.020, Subd. 7 of the City Code. The one year extension expires on May 27, 2023. 4. Analysis The Zoning Ordinance has standards for the extensions of conditional use permits (Section 1070.020 Subd. 7) and site plans (Section 1070.050, Subd. 8) which allow a request for an extension not exceeding one year subject to the review and approval of the Zoning Administrator. Should a second extension of time be requested, it shall be presented to the Planning Commission for a recommendation to the City Council for a decision. The request for extension must be received at least 30 days before the expiration of said approvals. Page 2 of 2 In making the determination for an extension, the applicant must demonstrate a good faith attempt to utilize the site plan approval. The Planning Commission and City Council may consider such factors as the type and design of the proposed construction, applicable restrictions to financing or special circumstances beyond the control of the applicant which may have caused the delay. City staff recommends approval of the extension because the applicant has been working with staff to revise plans in compliance with the conditions of Resolution 2021- 50 approving the CUP and site plan. 5. Recommendation The City Council should choose one of the following two options: a. Move to adopt Resolution 2023-31 approving a one-year extension for the approvals granted in Resolution 2021-50, as recommended by City staff. Or b. Move to adopt Resolution 2023-31 denying the request, as recommended by the Planning Commission. Attachments 1. Resolution 2023-31 Approving a One-Year Extension 2. Resolution 2023-31 Denying a One-Year Extension 3. Resolution 2021-50 dated May 27, 2021 4. Time Extension Request dated March 8, 2023 5. Site Plan dated February 25, 2023 City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-31 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING A SECOND ONE-YEAR EXTENSION OF THE CONDITIONAL USE PERMIT AND SITE PLAN APPROVAL FOR THE PROPERTY LOCATED AT 23240 COUNTY ROAD 30 (PID 07-119-23-13-0003) (CITY FILE NO. 21-007) WHEREAS, the Corcoran City Council adopted Resolution 2021-50 approving a conditional use permit and site plan for T Scherber Demolition and Excavation (the “applicant”) on May 27, 2021; WHEREAS, the City of Corcoran Zoning Administrator administratively approved a one-year extension for the approvals in Resolution 2021-50 on June 1, 2022 pursuant to Section 1070.020, Subd. 7 and Section 1070.050, Subd. 8 of the City Code and the extension expires May 27, 2023; WHEREAS, Section 1070.020, Subd. 7 and Section 1070.050, Subd. 8 of the Corcoran City Code state that should a second extension be requested it shall be presented to the Planning Commission for a recommendation to the City Council for a decision; WHEREAS, the applicant submitted a written request for an extension on March 8, 2023; WHEREAS, the Planning Commission has reviewed the one-year extension for the conditional use permit and site plan approvals on April 6, 2023 and recommends denial; WHEREAS, the City Council finds that the applicant is making good faith efforts to complete the site improvements, revise plans to resolve outstanding conditions of approval and that granting the time extension request does not damage the City of Corcoran and is in the best interest of the applicant; 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 an extension of the conditional use permit and site plan approvals until May 31, 2024, subject to the following: 1. Approval shall expire within one year of the date of this extension unless the applicant commences the authorized use and completes the required improvements. 2. The plans must be revised to comply with the conditions in Resolution 2021-50. No work may begin until City staff approves the updated plans and authorizes work to begin. 3. The applicant must record this resolution and all associated documents at Hennepin County prior to May 31, 2024. 4. The applicant shall provide proof of recording to the City prior to release of any remaining escrow. 5. No business operations, including storage of equipment, are permitted on site until all conditions of approval have been met and commercial use of the site is authorized by City staff. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-31 Page 2 of 2 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-31 Page 1 of 2 Motion By: Seconded By: A RESOLUTION DENYING A SECOND ONE-YEAR EXTENSION OF THE CONDITIONAL USE PERMIT AND SITE PLAN APPROVAL FOR THE PROPERTY LOCATED AT 23240 COUNTY ROAD 30 (PID 07-119-23-13-0003) (CITY FILE NO. 21-007) WHEREAS, the Corcoran City Council adopted Resolution 2021-50 approving a conditional use permit and site plan for T Scherber Demolition and Excavation (the “applicant”) on May 27, 2021; WHEREAS, the City of Corcoran Zoning Administrator administratively approved a one-year extension for the approvals in Resolution 2021-50 on June 1, 2022 pursuant to Section 1070.020, Subd. 7 and Section 1070.050, Subd. 8 of the City Code and the extension expires May 27, 2023; WHEREAS, Section 1070.020, Subd. 7 and Section 1070.050, Subd. 8 of the Corcoran City Code state that should a second extension be requested it shall be presented to the Planning Commission for a recommendation to the City Council for a decision; WHEREAS, the applicant submitted a written request for an extension on March 8, 2023; WHEREAS, the Planning Commission has reviewed the one-year extension for the conditional use permit and site plan approvals on April 6, 2023 and recommends denial; WHEREAS, the City Council does not find that the applicant is making good faith efforts to complete the site improvements or revise plans to resolve outstanding conditions of approval and that a one-year extension has already been provided; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does deny the request for an extension of the conditional use permit and site plan approvals until May 31, 2024, subject to the following: 1. No business operations, including storage of equipment, are permitted on site. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-31 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk EXISTING ZONINGPROJECT LOCATIONT. ScherberDemolition &ExcavatingCIVIL ENGINEERINGSITE DESIGN11415 Vally DriveRogers, MN 55374Trevor Scherbertrevor@tscherber.com952-292-9633INDEX OF CIVIL SITE DRAWINGS: SURVEY DATASITE PLAN NOTES GENERAL NOTES LEGEND: SITE DATA: EXISTING PROPERTY DESCRIPTION KEY NOTES: Page 1 of 5 STAFF REPORT Agenda Item: 8c. City Council Meeting: April 27, 2023 Prepared By: Chris Hong through Kendra Lindahl, AICP Topic: Final Plat and Final Planned Unit Development (PUD) Plan for “Rush Creek Reserve 3rd Addition” (city file no. 23-007) Action Required: Approval Review Deadline: May 20, 2023 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 18 residential units on 4.6 acres. 2.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. On April 28, 2022, Council approved final plats and final planned unit development (PUD) plans for Rush Creek Reserve 2nd Addition which replatted Outlots D and F of Rush Creek Reserve (1st Addition). On May 26, 2022, Council approved a PUD amendment to allow reduced side yard setbacks for the twin home and townhome portions of the development. 3. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. Page 2 of 5 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 3rd addition will plat 18 residential villa lots. There is a master association with three sub-associations, including one for the villas. Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are consistent with the preliminary plat and preliminary PUD plan. The minimum lot size is 4,000 square feet and the minimum lot width is 55 feet measured at the setback line. Detached villas have a minimum front setback of 20 feet (15 feet for front porches), rear setback of 20 feet and side setbacks of 7.5 feet. All lots meet size and setback requirements. Each street frontage is a corner lot and the plans must show front setbacks on both lot lines. Landscaping Section 1060.070 of the Zoning Ordinance requires one overstory tree for each home. At least two overstory trees, in addition to the required street tree, must be planted on each villa lot. The submitted landscape plan complies with this requirement. Signage No development signage is proposed with this addition. Page 3 of 5 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. The City Engineer’s memo details areas in which additional easements are needed for utilities. Streets The street layout and design are consistent with the preliminary approvals. Xyloid Avenue was constructed in earlier phases of the development and will be extended into a cul-de-sac. It will be a 28-foot road within a 50-foot right-of-way. In consultation with the Public Works department, the City Engineer recommends removal of the cul-de-sac island on Xyloid Avenue because of the maintenance issues they create. This shall modify condition 19 of the Resolution 2014-73 approving the preliminary PUD development plan to eliminate the landscape cul-de-sac island requirement. Plans must be revised to remove the island as a condition for approval. All 28-foot roads must be signed no parking on one side of the roadway and no parking signs are required within all cul-de-sacs. Per the City Engineer’s memo, the Signing and Striping Plan (T1.01) must be revised to show the required no parking signs. Parking Section 1060.060 requires that all single family housing units include 2 parking stalls per unit. All of the villa floor plans include a 2-car garage. Grading/Stormwater The City Engineer’s memo includes comments and conditions to ensure compliance with local, watershed and State standards for grading and stormwater. 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. Off-Site Improvements No off-site improvements are required at this project phase. 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. Page 4 of 5 Wetlands The final plans show several wetlands with buffers and buffer setbacks consistent with the preliminary plat. None of these wetlands are in the area being platted as the 3rd Addition, however, several wetlands are adjacent to the plan in areas that will be graded. 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 must be revised to show these wetland buffer mouments as a condition for approval. Parks, Trails and Open Space Plans must be revised to move the proposed sidewalk on the east side of Xyloid Avenue to the west to connect to the eight-foot trail as a condition for approval. The development residents will benefit from proximity to the community park to the south and the public trails connecting this development to public parks.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 an off-road trail (net area 0.1 net acre) with this phase between Lots 8 and 9, Block 1. The applicant must also provide a trail easement exhibit for this phase. Density exhibits submitted by the applicant show 4.6 pre-development net acres for this phase, which would require: • Park land dedication of 0.69 net acres (4.6 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: 18 single family lots = $107,172 (18 x $5,954) The trail easement of 0.1 net acres satisfies 2.2% of required park dedication. Therefore, the remaining cash-in-lieu of land shall be $104,842.17 ($107,172 x 97.8%). Page 5 of 5 Final Plat The applicant is requesting approval of a final plat for 18 residential lots. 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 204 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. 4. Recommendation Move to adopt the following: a. Resolution 2023-34 approving the final PUD plan and b. Resolution 2023-35 approving the final plat and for Rush Creek Reserve 3rd Addition. Attachments 1. Resolution 2023-34 approving the final PUD plan for Rush Creek Reserve 3rd Addition 2. Resolution 2023-35 approving the final plat for Rush Creek Reserve 3rd Addition 3. Development Contract 4. Site Location Map 5. City Engineer’s Memo dated April 20, 2023 6. Applicant’s narrative dated March 21, 2023 7. Final Planned Unit Development Plans dated April 14, 2023 8. Final Plat dated March 21, 2023 9. Phasing Plan dated April 17, 2023 City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-34 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT PLAN FOR “RUSH CREEK RESERVE 3RD ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-420-103) (CITY FILE NO. 23-007) 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 3rd Addition” for 18 new residential units on 4.6 acres of property legally described as: Outlot C, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. 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 18 residential lots for “Rush Creek Reserve 3rd Addition” in accordance with the plans and application received by the City on March 21, 2023, April 10, 2023 and April 14, 2023, 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 April 20, 2023. 5. The plans shall be revised to eliminate the cul-de-sac island from Xyloid Avenue. a. The City Engineer recommends that the island be removed due to maintenance issues. b. This shall modify condition 19 of Resolution 2014-73 approving the preliminary PUD development plan to eliminate the landscape cul-de-sac island requirement from this phase and future phases of the development. c. Plans must be updated to eliminate the cul-de-sac island. 6. The HOA shall be responsible for the maintenance of ponds, sidewalks and all common areas, including lighting and landscaping in those areas. 7. Parking shall be permitted on one side of the street and shall be signed in accordance with City standards. 8. 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. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-34 Page 2 of 2 9. The future homeowners in the development will benefit from the public trail system in Corcoran. 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 the off-road trail easement dedicated to the City and the remainder shall be cash-in-lieu of land for 18 single family units. b. Trails shall be 8 ft. wide in a 20 ft. wide trail easement and credit shall be given for the net area of the easement. c. The remainder of park dedication shall be cash-in-lieu of land. d. 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. e. Credit shall be given for trail paving, if directed by the City. FURTHER, the following items must be addressed prior to issuance of building permits: 10. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 11. 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. 12. 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 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-35 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RUSH CREEK RESERVE 3RD ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-420-103) (CITY FILE NO. 23-007) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final plat for “Rush Creek Reserve 3rd Addition” for 18 new residential units on 4.6 acres of property legally described as: Outlot C, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. 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 18 residential lots for “Rush Creek Reserve 3rd Addition” in accordance with the plans and application received by the City on March 21, 2023, April 10, 2023 and April 14, 2023, 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 2023-34) and easement vacation (Resolution 2023-36). 4. An encroachment agreement shall be required for the retaining wall on the erosion control and grading plans and any other items placed within the City right-of-way or easements if approved by the City. 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 April 20, 2023. 7. Park dedication shall be as required by Resolution 2023-34 approving the final PUD development plan. FURTHER, prior to release of the final plat for recording: 8. The following documents must be approved by the City Attorney: a. Homeowners Association documents b. Trail Easement in recordable form c. Encroachment Agreement d. Development Contract City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-35 Page 2 of 2 9. Letter of credit must be in place and all fees paid. 10. Plans must be revised to show: a. Wetland buffer monuments for the wetland buffers west of the project site. b. The sidewalk moved from the east to the west side of Xyloid Avenue in this phase connecting to the constructed trail. FURTHER, that the following conditions must be met prior to issuance of building permits: 11. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 12. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 13. The following documents must be recorded at Hennepin County: a. Homeowners Association documents b. Trail Easement c. Encroachment Agreement d. Development Contract FURTHER, that the following conditions must be met prior to release of remaining escrow: 14. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A 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 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE 3RD ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2023, 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 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 3rd 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 - 2 – 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, received March 21, 2023 Plan B – Final Grading, Drainage, and Erosion Control Plan, received April 14, 2023 Plan C – Final Sanitary Sewer, Watermain and Storm Sewer Plan, received April 14, 2023 Plan D – Final Tree Preservation and Reforestation Plan, received April 14, 2023 Plan E – Final Landscape Plan, received April 14, 2023 Plan F – Phasing Plan, received April 14, 2023 8) IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: a. Streets b. Sanitary Sewer c. Watermain d. Surface Water Facilities (pipe, ponds, rain gardens, etc.) e. Grading and Erosion Control f. Sidewalks/Trails g. Street Lighting h. Underground Utilities i. Street Signs and Traffic Control Signs j. Landscaping - 3 – k. Tree Preservation l. Wetland Mitigation and Buffers m. Monuments Required by Minnesota Statutes n. 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 off-site improvements as part of the Rush Creek Reserve subdivision. The developer agrees to fund off-site improvements as noted in this Contract. No off-site improvements are required with Rush Creek Reserve 3rd Addition. a. The following improvements were required with the 2nd Addition and a LOC for the improvements was collected with the 1st Addition Development Contract. • CSAH 116 Water Looping. Water looping is necessary and is being constructed and being paid for by the developer as outlined in the Development Contract for the 2nd Addition. • Northeast Utility Corridor and Emergency Access. The developer is responsible for the Northeast Utility Corridor and Emergency Access. This project is being completed as part of the 2nd Addition. - 4 – b. 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. c. 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. 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: • City of Corcoran for Building Permits • Minnesota Department of Health for Watermain • MPCA for Sanitary Sewer Extension 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 3rd Addition until 80% of the homes in the 3rd 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 - 5 – 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: a. Record Drawings b. Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. c. The warranty/performance financial guarantee 19) PARK DEDICATION. Park dedication for Rush Creek Reserve will be a combination of land, dedication and cash. The Developer shall dedicate to the City the trail easements identified on the preliminary plat, except as modified by the approving resolutions and construct all trails as shown on the plans. The developer shall construct the bituminous trails in the subdivision and shall work with the city. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit for the required dedication shall be given for this work. Credit shall be given for trail paving, if directed by the City. Credit shall be given for the net area of the trail easement area. The remainder of the required park dedication shall be satisfied with cash-in-lieu of land. Park dedication shall be obtained based on the phase being platted. Rush Creek Reserve 3rd Addition shall dedicate a trail easement between Lots 8 and 9, Block 1 to satisfy part of the required park dedication. The remainder of the park dedication requirement for this phase shall be satisfied by a cash contribution of $104,842.17 as calculated in the staff report. 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: 4.6 net acres (based on pre-developable area) $9,197.81 per acre (Watermain & Raw Water TLAC) = $42,309.93, and 4.6 net acres (based on pre-developable area) $12,433.97 per acre (Treatment & Storage TLAC) = $57,196.26. 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: 18 single family units x $1,294.00 per unit = $23,292.00. The fees shall be paid at the time of - 6 – 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: 4.6 net acres (based on pre-developable area) x $7,526.31 per acre = $34,621.03. 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: 18 single family units x $1,280.00 per unit = $23,040.00. 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 City estimates that the credits shall be a total of $27,995.00 in sewer TLAC credits and $33,950.00 in water TLAC credits. These credits shall be applied at each stage of the development until the credits are exhausted. For Phase 3 the credits shall be applied as follows: Sewer TLAC = $34,621.03 (Phase 3 TLAC) - $27,995.00 (credits due 3rd Addition) = $6,666.03 Watermain & Raw Water TLAC = $42,309.93 (Phase 3 TLAC) - $33,950.00 (credits due 3rd Addition) = $8,359.93 Water Treatment & Storage TLAC = $57,196.26 (No credits) 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. - 7 – 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 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 the Developer. - 8 – 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: A. Compliance with the conditions of the preliminary approvals (Resolution 2014-72 and 2014- 73), the PUD Amendment (2022-87), the PUD Final Development Plan (Resolution 2023-34) and Final Plat approval (Resolution 2023-35) 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 install an eight-foot trail. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed trail easement, in recordable form. D. The Developer shall post a $1,800.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 18 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. - 9 – E. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. F. 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. 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 - 10 – 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, 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 - 11 – Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 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 $827,875.13, 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 $209,750.00 $209,750.00 Watermain System $172,080.00 $172,080.00 Stormwater System $75,370.00 $75,370.00 Street Construction $174,414.80 $174,414.80 Street Lighting $25,000.00 $25,000.00 Grading/Erosion Control $58,614.25 $58,614.25 Landscaping/Tree Preservation $49,222.00 $49,222.00 Setting Iron Monuments $1,800.00 $1,800.00 Installing Wetland Buffer Monuments* $300.00 $300.00 SUB-TOTAL: $766,551.05 $766,551.05 City Design, Inspection and Administration (8%) $61,324.08 $61,324.08 Total: $827,875.13 $827,875.13 Total Project Cost $827,875.13 (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. - 13 – 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: Sanitary Sewer Trunk line area charge (TLAC)* $ 6,666.03 Watermain & Raw Water Trunk (TLAC)* 8,359.93 Treatment & Storage (TLAC) 57,196.26 Park Dedication 104,842.17 Engineering Escrow 75,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 252,064.39 *Phase 3 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 C, RUSH CREEK RESERVE SECOND 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: 4/18/2023 Comments: 1 inch = 200 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: 2311923420103 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 2023 Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Rush Creek Reserve 3rd Addition – Plan Review Date: April 20, 2023 Exhibits: This Memorandum is based on a review of the following documents: 1. Rush Creek Reserve Phase 3 Plans, Prepared by Stantec Consulting Services, Inc., Dated March 21st, 2023. 2. Rush Creek Reserve PUD, Prepared by Stantec Consulting Services, Inc., Dated March 21st, 2023. 3. Rush Creek Reserve Storm Sewer Analysis Worksheet - Rational Method, Dated March 15th, 2023. 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 scales on sheets C2.01 and E1.01 are not correct. 5. North arrow on sheets C2.01 and C6.13 are not correct. 6. Ensure construction limits include all trail, sanitary sewer and waterline work. Plat: 1. Provide additional easement for water and sanitary sewer between lot 8 and lot 9. Provide a minimum of 1:1 slope for excavation to the sanitary sewer line and waterline. Raise the Waterline to reduce impact. 2. Provide additional easement for storm sewer pipe run between lot 11 and lot 12. Minimum 10’ on each side of the pipe is needed. 3. Provide separate trail easement for all bituminous trail located outside of the ROW. 4. The applicant shall acquire easements or obtain permission from adjacent property owners for excavation to install the watermain, sanitary sewer, and trail to the property line or the stub should be slid back from the property line. 5. The scale that is shown on the plat is not correct. April 20, 2023 Rush Creek Reserve 3rd Addition – Plan Review Kevin Mattson Page 2 of 3 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. 2. Provide double row of silt fence along the edge of all delineated wetlands. Shown on sheet C2.04 in PUD but not in Phase 3 submittal sheet C2.01. 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. No Parking signs to be installed opposite the sidewalk side of the road. b. No Parking signs to be installed every 6 properties. Signs to be installed on lot property lines. c. No Parking signs to be double sided signs. d. No Parking signs text shall be “No Parking This Side Of Street”. e. “No Parking in Cul-de-Sac” signs to be installed at neck of cul-de-sac. 2. Signs are missing from sheet T1.01 3. On sheet C6.02 information is missing and some information is overlapping and not legible. 4. The trail should be extended to the property line and any wetland impacts mitigated at this time. 5. In consultation with the Public Works department, we recommend the removal of the cul-de-sac islands. These islands cause maintenance issues as the center curb is more prone to damage, the landscaping can spill onto the roads and need be cleaned and in times of excess snowfall, makes plowing of the cul-de-sacs very difficult. Site Plans 1. Move sidewalk to the west side of the road and connect to the trail between lots 8 and 9. 2. Relocate street lights to be over the sidewalk. Ensure crosswalks and intersection of trail and sidewalk are illuminated. Grading /Stormwater 1. Wetland buffer signage shall be clearly identified and labeled on the erosion control plans. 2. All pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements. 3. Easements shall be provided over all storm sewer, watermain, and sanitary sewer pipes. Easements shall be shown on the utility plan to ensure they are adequate with a minimum of 1:1 slope for excavation. 4. Drainage arrows on sheet C6.13 are not shown correctly. 5. Adjust the drainage in and near the cul-de-sac to provide adequate drainage. Currently there are multiple areas where the slope is 0.1%. Consider raising the center island. 6. All slopes should be 4:1 or flatter unless approved by the city engineer. Correct slope behind lot 10. 7. 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. Show TW/BW callouts on retaining wall behind lots. 8. Remove draintile clean outs that are close to catch basins and connect the draintile to the catch basins. April 20, 2023 Rush Creek Reserve 3rd Addition – Plan Review Kevin Mattson Page 3 of 3 Watermain/Sanitary Sewer 1. Butterfly valves, not gate valves, are required on 12” and greater watermain. 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. Revise all lots except for lots 10-12. 4. Hydrants shall stay on the side of the road they are on with the swapping of the sidewalk. Sidewalk and hydrants should be on opposite sides of the roadway. End of Comments RUSH CREEK RESERVE 3RD ADDITION Rush Creek Reserve 3rd Addition Page 1 Rush Creek Reserve 3rd Addition FINAL PLAN UNIT DEVELOPMENT (PUD) PLAN, FINAL PLAT, AND EASEMENT VACATION NARRATIVE RUSH CREEK RESERVE 3RD ADDITION INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is requesting final plat approval for Rush Creek Reserve 3rd Addition. The preliminary plat, rezoning and preliminary planned unit development (PUD) plan was approved in December 2014, the 1st Addition final plat and PUD approval was granted in November of 2020, and the 2nd Addition was approved in April of 2022. The 3rd Addition will plat a total of 18 villa lots, which will be association-maintained. There is also a drainage and utility easement over all of outlot C that will need to be vacated in order to plat the 3rd Addition. ADHERENCE TO APPROVED PRELIMINARY PLAT The proposed 3rd Addition final plat is consistent with the approved preliminary plat as amended with the 1st Addition final plat and PUD approval. The PUD standards that were approved will be adhered to. HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association is structured as a Master Association with three sub-associations, including one for the villas. Supplemental documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. 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: 03/20/2023 - 1:45pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G0.01 TITLE SHEET ---- VICINITY MAP STANTEC PROJECT NO. 193806154 THIS PLAN SET CONTAINS 60 SHEETS M/I HOMES RUSH CREEK RESERVE, PHASE 3 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 MARCH 2023 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 . 1 0 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 TEST PIT 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: 03/20/2023 - 1:45pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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 L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12 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: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 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 L 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 PX PX PX 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 8 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: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 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 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 PX 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 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: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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. FUTURE DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 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, R23 PX 1 2 3 4 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:41pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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) EX. PHASE 2 DEVELOPMENT PROP. PHASE 3 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 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 1 2 3 4 5 2 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: 04/14/2023 - 1:43pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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 EX. PHASE 2 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 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 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 PX PX 12 1 2 3 16 17 18 19 12 13 14 15 16 2 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: 03/20/2023 - 1:46pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD 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 EX. PHASE 2 DEVELOPMENT 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 11267 958.95 MBOX11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11360 956.54 MBOX PROPANE TANK SS ROCK 11546 960.16 ROCK 4X4 FLAG11555 963.06 FLAG POLE WELL 32063 951.04 NON-TRAFFIC SIGN GAS H 32177 966.66 NON-TRAFFIC SIGN GAS 40054 942.61 EDGE OF WATER BL 40055 942.68 EDGE OF WATER 40056 942.67 EDGE OF WATER 40057942.64EDGE OF WATER CL UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND AC20038 958.07 MAIL 10005 948.71 MBOX 10170961.44NON-TRAFFIC SIGN PROPANE TANK TRAN 13197 950.91EDGE OF WATER SS 13258 948.00 GARAGE FLOOR ELEV 13259 948.46 GARAGE FLOOR ELEV 13260 949.63 FIRST FLOOR ELEV lllllll>>>>> > > 80103 940.86 GRADE BREAK BL GRBR21 BL 80104940.74 GRADE BREAK 80106 939.58 GRADE BREAK 80109939.16 GRADE BREAK 80110938.88GRADE BREAK 80111 938.90 GRADE BREAK 80112 939.54 GRADE BREAK 80113 940.46 GRADE BREAK 80114939.87GRADE BREAK BL80115 940.10 GRADE BREAK80116 940.39 GRADE BREAK 80118 939.45 GRADE BREAK 80119 939.04 GRADE BREAK 80120 938.80 GRADE BREAK 80121 939.63 GRADE BREAK 80122 939.99 GRADE BREAK 80123939.04GRADE BREAK 80124938.41GRADE BREAK 80125 938.25 GRADE BREAK 80126 938.44 GRADE BREAK EL SLPB30 BL 80151939.94GRADE BREAK 80152 939.49 GRADE BREAK80155 939.60 GRADE BREAK 80159 939.51 GRADE BREAK 80163 939.58 GRADE BREAK 80164939.23GRADE BREAK 80168 941.10 GRADE BREAK 80171 940.83 GRADE BREAK 80174939.41 GRADE BREAK 80177 939.99 GRADE BREAK80178 939.83 GRADE BREAK80179 939.26 GRADE BREAK 80180 939.21 GRADE BREAK 80181939.85GRADE BREAK 80182 939.72 GRADE BREAK 80183 939.49 GRADE BREAK EL GRBR21 EL 80193940.03GRADE BREAK BL80194940.60GRADE BREAK 80195 940.82 GRADE BREAK 80196 940.89 GRADE BREAK 80197 940.52 GRADE BREAK 80198 939.81 GRADE BREAK ELX 72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588 942.79 CLST 72589 942.57 CLST 72590942.13CLST 72591942.32CLST 72592 941.92 CLST 72593 941.96 CLST 72594942.12CLST 72595 941.53 CLST 72596 941.38 CLST 72597 940.12 CLST 72598940.42 CLST 72599 939.81 CLST 72600940.07 CLST72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL WETLAND10 WETLAND9 WETLAND 6 WETLAND8 WETLAND3 WETLAND4 WETLAND11 PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 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 31 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 15 164 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 8 12 2 7 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 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79067907 7908 7909 79107911 7912 7914 7916 7917 7918 79197920 7921 79247925 7926 7927 7928 7940 7941 7942 7943 79447945 79767977 80838084 8085 8086 8093 8094 7788 7813 7789 77907791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 78087809 78107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 7935 7936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 7960 7961 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 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 806380648065 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 PL 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 PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 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 F 3 2 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:40amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.00 OVERALL TREE INVENTORY TNA CWM CWM XM KS KS 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. N 72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588942.79CLST 72589 942.57 CLST 72590 942.13 CLST 72591 942.32 CLST 72592 941.92 CLST 72593 941.96 CLST 72594 942.12 CLST 72595 941.53 CLST 72596 941.38 CLST 72597940.12CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602939.94CLST 72603940.01CLST 72604 941.27CLST WETLAND 3 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 1793 1832 1841 2937 2976 3299 3319 3681 2906 2907 2909 2910 2911 2912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 3313 3314 33153316 3317 3318 3320 3321 3347 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 3692 3693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1623 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 1842 1843 1844 1845 1850 1851 18521853 1854 1855 1856 79TH AVEPX F2 12 13 14 15 16 17 18 19 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.01 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.02 PROP. PHASE 3 FUTURE PHASE DEVELOPMENT MAP KEY N 40054 942.61 EDGE OF WATER BL 40055 942.68 EDGE OF WATER 40056 942.67 EDGE OF WATER 40057 942.64 EDGE OF WATER CL 72595941.53 72596 941.38 CLST 72597 940.12 CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605 939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL 3479 3480 3481 3482 3483 3485 3603 3605 3651 3661 3681 3809 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3283 3284 3285 3287 3288 3289 3290 3489 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 3554 3555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3700 3701 3702 3703 3704 3712 3723 3724 3725 3726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 3750 3751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 37803781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 4064 4065 4067 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 79TH AVEPX 19 20 21 22 23 24 2 3 4 5 F4 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.02 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.03 SEE SHEET G2.01 MAP KEY FUTURE PHASE N WETLAND 4 4291 4293 4295 4296 4361 1869 1870 1871 2414 2421 2442 2480 3809 4092 4491 46404641 2444 2445 2482 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4355 4356 4360 44304431 4434 44354463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 4511 4512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 79TH AVEPX 25 26 27 28 1 2 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.03 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.04 SEE SHEET G2.02 MAP KEY FUTURE PHASE DEVELOPMENT N 80103 940.86 GRADE BREAK BL GRBR21 BL 80104 940.74 GRADE BREAK GRADE BREAK 80151 939.94 GRADE BREAK 80152 939.49 GRADE BREAK 80155 939.60 GRADE BREAK 80159 939.51 GRADE BREAK 80163 939.58GRADE BREAK 80164939.23GRADE BREAK 80168 941.10 GRADE BREAK 80171940.83GRADE BREAK 80174 939.41 GRADE BREAK 80177 939.99 GRADE BREAK 80178 939.83 GRADE BREAK 80179939.26 GRADE BREAK80180939.21 GRADE BREAK 80181 939.85GRADE BREAK 80182 939.72 GRADE BREAK 80183 939.49 GRADE BREAK EL GRBR21 EL 80193 940.03 GRADE BREAK BL 80194 940.60 GRADE BREAK 80195940.82GRADE BREAK 80196940.89GRADE BREAK 80197 940.52 GRADE BREAK 80198 939.81 GRADE BREAK EL 10 11 12 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4866 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2372 4440 44414442 2126 2127 2128 2129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 24134294 4301 4302 4303 4355 4356 4357 4358 4359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 4378 4379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4481 4482 4483 4484 4569 4570 4571 4572 4573 4574 4576 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 80TH 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.04 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.05SEE SHEET G2.03 PROP. PHASE 3 MAP KEY EX. PHASE 1 DEVELOPMENT N WETLAND 11 7 8 9 10 11 8 9 8 7 6 5 4 32 3 2 4797 4802 4803 4804 4866 4945 5142 5180 5242 5245 5247 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 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 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5920 5921 5926 5930 1865 1869 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5290 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 5800 5801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 80TH AVESHEET 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.05 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06SEE SHEET G2.04MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 10 WETLAND 11 6 7 8 9 10 11 12 1 212 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 5769 5771 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6558 65796580 6581 6582 6583 6584 6585 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 5380 5413 5467 5518 5596 7109 7297 7308 7620 7729 7754 77587759 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 5643 56445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5750 5751 5752 5753 5754 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 7356 7357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 75077508 7509 7510 7511 7512 7513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 7559 7560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 7739 77407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 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: 03/20/2023 - 1:47pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.06 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.07SEE SHEET G2.05MAP KEY EX PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 9 WETLAND 6 WETLAND 8 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 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 7777 7778 7779 7780 7781 7782 6070 6395 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6456 6457 6500 6501 6502 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 XYLOID AVEPX 5 6 7 8 9 10 11 12 13 14 F1 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 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: 04/14/2023 - 11:40amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal G2.07 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06MAP KEY PROP. PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 98765 4 11 3 1 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 31 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 15 164 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 8 12 2 7 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 PX PX PX PX PX PX PX PX PX 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: 04/14/2023 - 11:41amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC100.dwgXrefs:, 193804970XSXW, 193804970XSXT, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193805500PUDXBRD, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal OVERALL SITE AND PEDESTRIAN CIRCULATION PLANC1.00 EX. PHASE 1 PHASE 3 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 EX. PHASE 2 EX. PHASE 2 M E E E E E E E CC CC CCC 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 OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP 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 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 8 12 17'F3 10 11 12 13 14 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 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: 03/20/2023 - 1:50pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.01 SITE PLAN TNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 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 STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 28' 60' ROW EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 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 R1-1 (30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)(30x30)R1-1(30x30)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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 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 11 820' TYP.20' TYP.2 0 ' 2 0 ' 2 0 ' 2 0 ' 2 0 '22' 2 1 ' 20' TYP.20' TYP.L=118.431 51 . 6 5 88. 8 9 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: 03/20/2023 - 1:50pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.02 SITE PLANTNA CWM cwm xm KS KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 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 (PHASE 2 CONSTRUCTION) 10-STALL PARKING LOT (PHASE 2 CONSTRUCTION) 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN EX. PHASE 2 DEVELOPMENT 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 471.40 518.60R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 2 2 ' 2 1 '17'1 9 ' 1 7 ' 20' TYP.20' TYP.PX PX PX PX PX F2 F3 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 F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 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: 03/21/2023 - 12:08pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.03PRELIMINARY PLATSITE PLANTNA CWM CWM XM KS KSPROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK (PHASE 2 CONSTRUCTION)28'50' ROW28'60' ROW 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) STREET LIGHT 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PHASE 2 CONSTRUCTION) 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 EX. 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 O P 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT NO PARKING SIGN PX PX PX PX PX 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 R1-1(30x30)R1-1(30x30)1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 1 2 3 4 5 2 R1-1(30x30)20' TYP.20' TYP.20'20'PX PX PX 25' 25' 25'15'16'19'21'15'25' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'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: 04/14/2023 - 11:43amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.04 SITE PLANTNA CWM CWM XM KS KS 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 (PHASE 2 CONSTRUCTION)8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 EX. PHASE 2 DEVELOPMENT 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. (PHASE 2 CONSTRUCTION) PROP. 3 PHASE DEVELOPMENT PROP. 3 PHASE DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN 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 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 PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET 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: 03/20/2023 - 1:51pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C1.05 SITE PLANTNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 28 ' E X 50' EX5' 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 (PHASE 1 CONSTRUCTION) STREET LIGHT (TYP)28' ROAD50' ROWSEE SHEET C1.04SEE SHEET C1.03 PROP. 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 EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT WA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVE M E E E E E E E CC CC CCC 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 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 OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>970960952 960 966968966964964962 9 6 2960956 MS MS MS MS MSMSMSMSMSMS MS 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 8 12 M S M S M S M S M S M S M S M S M S M S M S M S M S MS MSMSMSMSMS MS MSM S M S MSMSMSMSMSMSMS>>>>>>>>>>S SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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 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 F3 10 11 12 13 14 SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>l>>ll>>l>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 lll l lllllllllSHEET 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: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 SEE SHEET C2.03 C2.01 TEMPORARY SEDIMENT AND EROSION CONTROL PLAN ---- OTHER APPROVED BEST CONSTRUCTION DITCH CHECK - BIOLOG CONCRETE WASHOUT HYDROMULCH TURF REINFORCEMENTMAT (TRM) TEMPORARY DIVERSION AND PIPE DRAIN MACHINE SLICED SILT FENCE WIRE BACKED SILT FENCE BLANKET RIP RAP SOD MULCH HEAVY DUTY SILT FENCE EROSION CONTROL LEGEND TEMPORARY SEDIMENT TEMPORARY SEDIMENT TRAP SANDBAGS FLOTATION SILT CURTAIN BASIN W/ PIPE DRAIN DITCH CHECK - ROCK SUPER DUTY SILT FENCE CONCENTRATED SURFACE FLOW MS HD WB SD INLET PROTECTION CULVERT / PIPE PROTECTION MANAGEMENT PRACTICE HYDROMULCH ENTRANCE / EXIT (BMP) C W SEDIMENT NO SEEDBIOROLLBR XXXXXXX ROCK LOG SHORELAND DISTRICT BOUNDARY SEE SHEET C2.02 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT 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 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 972966 956956 980956960970954 PX PX PX 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 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 8 M S M S MS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS M S M S M S M S M S M S MS MS MS MS M S M S M S M S MSMS>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> 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 1 llllllSSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >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>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSlllllllllll 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 ll l l l l l l lllllllllllSHEET 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: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.02 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 C O U N T Y R O A D 1 0 WETLAND 3 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>946 946944942 942 944946 950 948944942 9 4 4 946 948 9509 5 0 952 960 968970974 9729709609509489549729809709 5 0 952 9609 5 4952952950 MS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 MSMSMSMSMSMSM S MS MS MS MS MSMSMSMSMSM S M S MS MS MSMS MS MSMSMSMSMSMSMSM S MS MS MS MS MSMSMSMSMSM S M S MS MS MSMS MS MSMS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS MS MSMSMSMSMSMSMS M S M S M S M S MS M S M S M S MS MS MS MS M S M S M S M S MSMSMS MS MS MSMSMSMS MS MSMSMSMSMSMSMSMSS S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05 PX PX PX PX PX F2 F3 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 F 3 2 1SS SSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>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>>lllllllllllllllllllll>>>>>lll SSSS SS SS l l l l l l ll l l l ll llllllllllllllllSHEET 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: 03/20/2023 - 1:52pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.03 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS WETLAND (TYP) MAP KEY SEE SHEET C2.02SEE SHEET C2.01 SEE SHEET C2.05 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE 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 AVEEX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK ROCK FLAG FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 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 944 942 942 944 946946 94694895 4 95896095494 0 950952950 960 95 0 950942 942 940 95 0 946 9 4 4 940 938 9 4 0 9 3 8 9 3 8 948 950 948 960960 962956 954MSMSMS MS MSMSMS M S M S M S MSMS MSMSMSMS MS MSMSMS M S M S M S MSMS MSMSMS MS MS MS MS MS MSMSMS MS MSMSMSMS MS MS MSMSMSMS MS MS MS MS MS MSMSMS MS MSMSMSMS MS MS MSMSMSMSMSMS MS MS MSMSMSMSMSMS MS MS MSMSMSMS MS MS MS MSMS MS MS MS MS M S MSMSMSMSMS MS MS MSMS MS MS MS MS MSMSMS5421 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 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5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 1 2 3 4 5 2 M S MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> 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"E975.73SURVEY 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 PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>ll>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l>>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l llll>lllll l l l8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-218.0'20.0'20.0'8.0'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: 04/14/2023 - 11:47amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.04 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY SEE SHEET C2.05SEE SHEET C2.02 PROP. PHASE 3 DEVELOPMENT PROP.PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK CLVT XXXXXXXXXXXXXXXXXXCLVT 942 94294 2 944 942 940940942944940940 9429 4 4946948 944 94294094 6 9 4 49409449 3 8 942 942946 944948942944938 9 4 4 942 95 4 9 4 0 9 3 8 9 3 8 940948 9469429 4 0 938940950940944944942940MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMS MS MSMSMS M S M S MSMSMSMS MS MSMSMS M S M S MS MS MS M S MSMSMS MS MSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMS4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 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 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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 MSMSMSMSMS MSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMS MS MSMSMSMSMSMSMSMSMSMSMSMSMS MS MS M S MSMSM S MS MS M S MSMSMSMS MSSSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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 N0°05'35"E1844.37PX 22 23 24 25 26 27 28 1 2 3 4 F4 SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll 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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: 03/20/2023 - 1:53pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNUTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal N 0 50 100 C2.05 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEYSEE SHEET C2.04SEE SHEET C2.03 EX PHASE 1 DEVELOPMENT EX PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENTWA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVE 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 >>>>>>>>>>>>>>>>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-B13003 938.75 13002 FM F M FMFMFMlllllllllll>>>>>>>> > >XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>POND 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 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 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 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 658765886589 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 7667 76897690 7691 7702 1405 1406 1411 1425 1588 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2159 2160 2161 2162 21632164 21652166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 21842185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 23712373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 293829392940 29412942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 29532954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 29742975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 32893290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 33063307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3503 35043505 35063507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 35923593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 36573658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 36893690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 37173718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 372937303731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 37643765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 37883789 3790 3791 3792 3793 3794 3795 37963797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 38153816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 40994100 4101 4102 4294 4301 4302 4303 43554356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 44124413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 44564457 445844594460 4461 4462 4463 4464 4465 446644674468 4469447044714472447344744475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 44894490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 45084509451045114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 45624563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 49674968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 50085009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 1697 1698 1699 1700 1701 1546 1548 1549 15501551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 15991600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 16521653 1654 1655 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78957896 7897 7898 7899 7900 7901 7902 7903 7904 7905 79067907 7908 7909 79107911 7912 7914 7916 7917 7918 79197920 7921 79247925 7926 7927 7928 7940 7941 7942 7943 79447945 79767977 80838084 8085 8086 8093 8094 7788 7813 778977907791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 78087809 78107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 7935 7936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 7960 7961 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 77647765 7766 PX PX PX PX PX PX PX PX PX >>> >>>>>>>>>>>> >>>> > > > > >>>>> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 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 8 12 2 7 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 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 PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 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 F 3 2 1 946 946 945944943 942 941 943941 941 942 944946 945 950949948 947 947942 9449 4 3 94294294 2 941 944 942 94093994094194294394494094194094194294 3 9 4 4945946947948949 943944 9429419409399 4 5 94 6947 9 4 4 945 946 947 948949 9509 5 0 949955951952 9 5 1 953 955 960 965 9679689709 6 9977 974 972970975965960950 960 96195 0 953950 945942 942 941 940 943944945943945 9479 4 5 941 940 938 941 9 4 59439 4 0 9 3 8937 9 3 8 940945948 945 94 5 9469479429 4 0 9389409 4 5 950959 955940 945 950 948 9809759719 6 7 9779709 5 0 9 4 5 952 95 5 960 963 965965963965966967968966964963964962 9 6 2 9 6 3 96 3 9599 6 09579569559519 5 1 96 0 9 5 5 965 970961 960955 960 962954954 959955949950 960965945944945950 955 940960965969967964 963 962 967968965940937 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 960960955950945945950945950 955950955 950 9 5 5 9 5 0955950949945965 970 9709659369409459509 4 4 94 5 94 0944950 950949950950955 935940945950940 945 945945 950955 952 950960955955950945945950945940940945945940945 945 950SHEET 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: 04/14/2023 - 11:50amDrawing name: C:\pw_stn_bh_infra01\d0181134\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 1, 193804970XSNF-PH 3, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C3.00 OVERALL GRADING PLAN ---- N 0 50 100 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 967.80968.80TOWN968.30967.80968.80TOWN967.80967.20968.70TOWN968.20967.20968.70TOWN968.20966.40967.40TOWN966.90966.40967.40TOWN966.90965.65966.65TOWN966.15965.62966.65TOWN966.151. 1% 1. 1 % 1.1%3.0%3.6%5.6%6.6%7.0%5.8%3.6%7.8%6.5%5.1%3.5%7.2%5.7%3.7%2.4%2.4%2.9%3.1% 2. 0 % 2. 6 % 9 6 8 . 3 0 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 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 THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU964.40TOWN964.90964.22TOWN964.40964.90964.22964.92TOWN965.42964.74TOWN964.92965.42964.74963.62TOWN964.12963.35963.62TOWN964.12963.35959.51958.81958.06956.71957.391.0%964.20965.77965.30964.95966.16965.51966.68965.75967.12967.30965.84967.83965.78965.51967.99966.33967.53964.22 963.67 963.73 963.20 964.00 963.41 963.20 962.82 962.26 963.01963.71 963.38 962.73 963.82 955.01956.23959.13963.08968.84H P 9 6 7 . 5 3 2. 0 % 2.0% 3.1 % 2. 0 % 2. 0 % 96 1 . 6 6 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 F389 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 >>>>>>>>>>S SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>124+00125+00126+00127+0 0 127 + 6 744+006 9 + 0 0 7 0 + 0 0 7 1 + 0 0 72+ 0 0 73+0074+0074+867+ 0 0 7+ 0 5 0+00 1+00>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> M E E E E E E BSBS 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 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>>>>>>5.6% 4.1% 2.9% 5.1% 4.7% 3.5% 5.4% 5.7% 7.3% N 0 50 100 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: 03/20/2023 - 1:56pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.01 POND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 G957.92 4% 65'/LO 950.25 956.45956.45956.45956.45953.45 16 2 15 LOWEST FLOOR ELEVATION PAD WIDTH & HOUSE TYPE DRIVEWAY SLOPE TO R.O.W. GARAGE FLOOR ELEVATION GARAGE SIDE, RT OR LT FINISH GROUND AT REAR OF PAD LOT NUMBER BLOCK NUMBER LOT CORNER ELEVATION LOT LINE PAD BOUNDARY REAR LOT LINE RIGHT OF WAY (R.O.W.) GUTTERLINE OF CURB CENTERLINE OF STREET PAD DATA LEGEND NOTES: 1. FB = FULL BASEMENT. 2. LO = LOOK-OUT. PAD IS GRADED TO HAVE 4.47' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. 3. WO = WALK-OUT. PAD IS GRADED TO HAVE 7.67' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. MAP KEY SEE SHEET C3.03SEE SHEET C3.02 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT SHORELAND DISTRICT BOUNDARY SEE SHEET C3.01A FOR DETAIL GRADING 965.80966.80TOWN966.30965.80966.80TOWN965.80967.80968.80TOWN968.30967.80968.80TOWN967.80968.70TOWN968.20967.20968.70TOWN968.20966.00958.5040' FB966.50967.00959.5040' FB967.50963.80960.8040' LO968.80965.00962.0040' LO970.00966.20963.2040' LO971.20966.50964.0040' LO972.00961.40958.4040' LO966.40961.70958.7040' LO966.70960.45960.9540' WO 968.95960.50 961.00 40' WO 969.00 961.00 961.50 40' WO 969.50 961.50 962.00 40' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 962.60959.6040' LO967.602.0%2.3%2.3% 2.3% 2.3%0.7% 1.3% 1.3%1.3%1.3% 2 . 7% 1. 3 % 1. 3% 1. 3 % 2 . 0% 2 . 0% 2. 0% 1. 1% 1. 1 %4.0%4.4%4.6%4.4%4.6%5.1%5.8% 8 . 3% 5 . 4% 4. 2 % 5. 9 % 5. 3 % 5. 1%7.7%7.8%7.9%6.9%7.5%6.7%6.8%8.5%6.0%7.2%8.7%6.1%3.9%7.1%4.8%2.8%3.0%3.6%5.6%7.2%5.7%3.7%2.4%2.4%2.9%3.1%6.4%2.8%4.4%4.9%7.6% 2.0% 2. 0 % PX PX PX 968.05TWIN968.55967.55967.70TWIN968.20967.20966.40TWIN966.90965.909 6 5 . 0 0 9 6 6 . 5 0 9 6 6 . 0 0 TOWN 9 6 5 . 0 0 9 6 6 . 5 0 TOWN 9 6 6 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 9 6 5 . 0 0 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77960.52TWIN961.02960.02959.12TWIN959.62958.62959.72TWIN960.22959.22961.51TWIN962.01961.01963.12TWIN963.62962.62965.42TWIN965.92964.929.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%3.4%6.5%5.7%7.5%5.5%6.7%6.1%7.3%6.6%4.7%6.0%961.4140' FB953.41960.91961.1140' FB953.11960.61960.5140' FB952.51960.01960.4140' FB952.41959.91960.3240' FB952.32959.82959.9240' FB951.92959.42959.5240' FB951.52959.02959.4240' FB951.42958.92959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.91959.71 960.0140' WO952.01960.3140' WO952.31951.81960.6140' LO952.61955.61960.9140' LO952.91955.919 5 9 . 1 2 4 0 ' S L A B 1 2 13 12 11 1098 1 2 3 4 5 6 7 13 12 11 10985 16 15 14 13 12 11 10 9 6 8 7 6 5 972.3250' FB964.32971.826 . 1% 8 . 1% 5 . 6% 3 . 7% 8 . 9%6.9%4.6%5.3%6.5%5.8%4.3%3.2%3.6%3.1%2.7%4.6%4.2% 7 . 4% 7 . 6%3.8% 2. 5% 0.9%1.6% 1.0% 3. 4% 2 . 5% 1. 8%967.30965.84967.83965.78966.43966.35965.51963.80965.04964.17965.91964.82965.96966.98967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.51969.03966.13967.79967.76965.50963.00964.74962.72965.64963.40966.66965.81963.50961.89962.89960.75959.49957.18959.21954.29957.77952.57958.78953.92 970.19965.44963.70963.00 9 6 3 . 0 0 9 6 1 . 0 3 9 6 2 . 8 6 9 6 5 . 5 7 96 3 . 7 0 9 6 6 . 6 7 967.82969.01970.20972.12971.53967.19971.04959.94959.26970.39969.75969.11959.41960.01958.91968.46967.82958.45957.85967.18 9 6 6 . 5 3 9 5 8 . 5 1 9 5 9 . 6 1 9 6 5 . 8 9 96 5 . 2 4 95 9 . 7 1 96 6 . 6 3 96 4 . 5 6 9 5 8 . 6 1 9 6 4 . 6 0 9 5 8 . 3 1 9 5 8 . 0 0 957.71957.41957.11956.81957.01956.71957.51957.91960.54960.08959.45958.82958.20957.71958.14958.86959.09 EO F 9 5 8 . 2 3 9 5 8 . 5 6 9 5 9 . 4 4 9 6 0 . 4 8 9 6 0 . 0 5 9 5 9 . 5 0 9 5 8 . 6 2 9 5 8 . 5 6 959.04 9 5 1 . 4 4 9 5 2 . 7 7 9 5 7 . 8 3957.93971.87972.09H P 9 6 7 . 5 3 H P 9 6 6 . 3 9 L P 9 5 7 . 4 0 HP 972.50LP 960.13LP 957.94 HP 958.82 LP 959.89EOF 957.802. 0 % 2. 0 % 2 . 0% 9 5 8 . 4 5 959.725. 7 % 7. 5 % 5. 1 %965.95963.22964.34959.39963.19955.40955.242 . 4% 5 . 2% 6 . 6% 2 . 6% 3 . 1% 8 . 5% 3 . 0% 6. 0% 2 . 2%964.471 . 9% 2 . 1% 2.0%956.70 2.0% 2.0%3.7%954.57954.50 956.5 3 3. 6 %961965965965962.2796 5 96795 5 960958 95895896096 0 96 0 96 5 9659659609659709705.0%3.1% 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 L=118.4351 . 6 5 88. 8 9 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>89+7590+0091+0092+00 93+00 94+00 95+00 96+ 0 0 1 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 035+0036+0037+0038+00 39+00 40+00 41+0042+0043+0044+005 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 63 + 0 0 64 + 0 0 65 + 0 0 6 6 + 0 0 6 7+ 0 0 6 8 + 0 0 6 9 + 0 0 7 0 + 0 0 7 1 + 0 0 > > > > 0 + 0 0 1 + 0 0 2 + 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6+ 0 0 7+ 0 0 7+ 0 5 0+001+000+001+000 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 6+ 2 579+7580+0081+0082+00 83+00 84+00 88+00 89+00 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001+001+680 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 4 + 1 1 >> >> > > >>SSSSSS SSSSSSSSSS SS SSSSSS SS SSSS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > >>>>> 0+00 1 + 0 0 2 + 0 0 2 + 6 5 >> 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 CLVT 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 5.4% 5.7% 7.3%N 0 50 100 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: 03/20/2023 - 1:57pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.02SEE SHEET C3.03SEE SHEET C3.01 SEE SHEET C3.04 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 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 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 SHORELAND DISTRICT BOUNDARY WETLAND 3 968.70TOWN968.20968.20958.40958.9050' WO966.90960.50961.0050' WO969.00953.45953.9542' WO961.95965.00966.20963.2040' LO971.20966.50964.0040' LO972.0040' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 955.55956.0540' WO964.053.0%4.4%4.4%2.0%2.3%2.3% 2.3% 1.3% 1.3% 1. 1% 1. 1 % 6.7% 6.9% 7.2% 4.5%4.0%4.4%4.6%4.4%4.6%7.9%6.9%4.8%2.8%3.0%3.6%5.6%3.5%7.2%5.7%3.7%2.4% 2.0% PX 9 6 5 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 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 55340964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 9 6 7 . 5 2 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 TOWN964.92965.42964.749 6 3 . 5 0TOWN9 6 4 . 0 0 9 6 3 . 3 2TOWN9 6 3 . 5 0 9 6 4 . 0 0 9 6 3 . 3 2 9 6 5 . 0 0 T O W N 9 6 5 . 5 0 9 6 4 . 8 2 T O W N 9 6 5 . 0 0 9 6 5 . 5 0 9 6 4 . 8 2 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77963.62TOWN964.12963.35963.62TOWN964.12963.359.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%7.2%3.9% 3.8% 3.7%959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.9113 12 11 10 13 12 11 10 969.5240' FB961.52969.02962.3240' FB954.32961.82960.4240' FB952.42959.92960.0140' FB952.01959.51960.7140' FB952.71960.21961.4140' FB953.41960.91962.1140' FB954.11961.61962.8140' FB954.81962.31959.3142' FB951.31958.81958.5642' FB950.56958.06972.3250' FB964.32971.82966.9250' FB958.92966.42964.5242' FB956.52964.02958.4140' FB950.41957.91957.8140' FB949.81957.31957.2542' SLAB957.75956.75957.2150' SLAB957.71956.71957.4050' FB949.40957.399 6 9 . 3 2 4 0 ' W O 9 6 1 . 3 2 9 6 0 . 8 2 9 6 5 . 0 2 4 0 ' W O 9 5 7 . 0 2 9 5 6 . 5 2 9 6 0 . 7 2 4 0 ' W O 9 5 2 . 7 2 9 5 2 . 2 2 9 5 8 . 7 2 4 0 ' W O 9 5 0 . 7 2 9 5 0 . 2 2 956 . 4 2 40' L O 948 . 4 2 951 . 4 2 9 6 7 . 4 2 5 0 ' W O 9 5 9 . 4 2 9 5 8 . 9 2 9 6 3 . 2 2 5 0 ' W O 9 5 5 . 2 2 9 5 4 . 7 2 961.22 40' LO953.22 956.22 962.9140' WO954.91954.41963.8540' WO955.85955.35963.3040' WO955.30954.80959.0040' WO951.00950.50956.9240' WO948.92948.42954.0540' SLAB954.55953.55957.42 40' LO 949.42 952.42 953.0940' SLAB953.59952.59952.4640' SLAB952.96951.96951.0640' SLAB951.56950.56956.42 42' LO 948.42 951.42 961.5142' LO953.51956.51951.5042' SLAB952.00951.00959.01 50' LO 951.01 954.01 951.8250' SLAB952.32951.324.3%3.2%3.6%3.1%2.7%3.7%8.4%4.6%5.5%4.9%5.1%4.9%9.3%9.9%8.4%3.9%7.5%7.3%7.1%7.2% 6 . 9% 6. 9% 6. 8 % 3.5% 2.9% 2.9% 3.0% 3.1%3.6% 5.4% 2.1% 4.5% 6.6 % 6. 5 % 5 . 9%9.6%6.3%5.1%5.7%5.2%3.7%2.9%4.3%3.1%6.1%3.0%1.0%2. 5% 3. 6% 1.4%3.4%1.2%1.5%967.30964.82967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.51969.03966.13967.79967.76966.41965.50963.74963.61962.23 963.58 962.82 962.26 963.01963.71 963.38970.19965.44963.70969.01970.20972.12971.53967.19971.04959.94959.26970.39969.75969.11959.41960.01956.71957.51957.91961.17960.54960.08959.45958.82968.70 956.41 954.80 966.08 951.80 963.25 961.12 951.50 968.84957.28955.61966.98964.63953.43951.63962.65960.30949.43948.22958.31955.96948.34948.40954.5 5 949.42955.62956.53950.55951.44958.029 5 0 . 3 9 9 5 9 . 3 1 9 6 0 . 6 0 9 5 0 . 7 4 96 1 . 8 6 95 1 . 4 4 952.8 9 962.5 4 959.93 948.81 956.49 947.34947.31 953.54948.31 952.42 947.70 951.80 951.17 947.00 946.29 950.42 949.96 950.79 943.40 96 1 . 2 8 967.56 9 6 0 . 5 5 9 5 9 . 8 2 959.09958.36957.63956.90956.07955.20954.69955.11956.20958.24960.23962.21964.27966.62969.71971.87972.09964.11961.91960.11958.21956.33956.12955.12955.01956.23959.13963.08968.84973.37973.74 9 7 3 . 1 9 971.72 9 7 0 . 2 7 H P 9 6 7 . 5 3 LP 961.61HP 972.50LP 95 4 . 3 7 HP 962.35EOF 962.02 EOF 954.423. 2% 943.27 959.72956.5 3 960 965970960955955 9609629 6 0 955 9 5 0 945950949965970970965 9 6 6 9615.0%3.1%WALNUT LN7 8 T H P L PX PX PX PX PX PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 F2 F3 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 6 5 . 0 0 51 . 6 5 88 . 8 9 S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>94+00 95+00 96+0 0 97+ 0 0 98 + 0 0 9 9 + 0 0 1 0 0 + 0 0 1 0 1 + 0 0 102 + 0 0 103+00 104+00 105+00 106+00107+00108+00109+00110+00111+00112+00113+00114+001 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 0 124+00125+0032+0033+0034+0035+0036+0037+0038+00 7 0 + 0 0 7 1 + 0 0 74+0074+860+00 1+002+003+004+004+0689+00 90+0090+03 >>>>>>>>>>>>>>>>>>S>>>>>>0+00 1+00 1+78 0+00 1+00 1+79 >>>>4+34>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>>>>>>> TS TS TS TS CLVT TS FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 5.6% 4.1% 2.9% 5.1% 4.7% 5.4% 5.7% 7.3% N 0 50 100 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: 03/20/2023 - 1:57pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.03 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) EX. WETLAND 3 ·NWL 945.2 ·HWL 946.3 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.6 RETAINING WALLSEE SHEET C3.02SEE SHEET C3.01 SEE SHEET C3.05 MAP KEY EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE 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 AVEPOND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 949.82955.321 . 3% PX PX PX PX PX PX PX BP: 0+00.00EP: 1+65.57PI: 0+64.79 PC: 1+3 8 . 8 3 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 959.82TWIN960.32959.32960.42TWIN960.92959.92960.52TWIN961.026.0%4.5% 3.8% 4.8% 6.5% 8.1% 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 959.32 40' WO 951.32 950.82 958.82 40' WO 950.82 950.32 958.82 40' WO 950.82 950.32 959.12 40' WO 951.12 950.62 959.62 40' WO 951.62 951.12 960.2240' WO 952.22 951.72 959.7140' WO 951.71 951.21 960.0140' WO952.01951.51952.31951.81956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.74953.7440' SLAB954.24953.24953.2440' SLAB953.74952.74952.7640' SLAB953.26952.26952.3540' SLAB952.85951.85952.7040' SLAB953.20952.20953.1140' SLAB953.61952.61953.9140' SLAB954.41953.41954.7840' SLAB955.28954.28955.4640' SLAB955.96954.96956.1140' SLAB956.61955.61956.8140' SLAB957.31956.31957.4140' SLAB957.91956.91959.7140' SLAB960.21959.219 6 0 . 7 2 4 0 ' S L A B 9 6 1 . 2 2 9 6 0 . 2 2 9 5 9 . 1 2 4 0 ' S L A B 9 5 9 . 6 2 9 5 8 . 6 2 16 15 14131211109 84 7 6 5 4 3 25 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 21 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 953.81 40' WO 945.81 945.31 953.51 40' WO 945.51 945.01 952.81 40' LO 944.81 947.81 954.11 40' LO946.11 949.11 954.7140' LO946.71949.71955.4140' LO947.41950.41955.9140' LO947.91950.91952.91 40' FB 944.91 952.41 953.21 42' WO 945.21 944.71 953.51 42' FB945.51 953.01 957.02 42' LO949.02 952.02956.5040' SLAB957.00956.00957.2040' SLAB957.70956.70957.8040' SLAB958.30957.30958.4040' SLAB958.90957.90955.7042' SLAB956.20955.20953.5050' SLAB954.00953.00955.1040' SLAB955.60954.60955.7040' SLAB956.20955.20956.7040' SLAB957.20956.20957.8040' SLAB958.30957.30958.1040' SLAB958.60957.60952.5050' SLAB953.00952.00952.7050' SLAB953.20951.70 952. 9 0 50' S L A B 953. 4 0 952. 4 0 953.3050' SLAB 953.80 952.80 953.7050' SLAB954.20953.20954.4040' SLAB954.90953.90954.0040' SLAB954.50953.506.5%5.8%4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%4.4%4.3%4.1%3.0%3.5%4.6%4. 2%3.8%4.3% 2.8% 7.3% 8.7% 6.9% 6.5% 6.4% 5.7%6.4% 4.7% 4.9% 3.7% 2.8% 3.1 % 3.4 %4. 9%5.3%5.8% 3.1% 3 . 1%7.6%7.3%6.5%6.0% 5 . 4% 4 . 6% 4 . 4%5.6%3.6%3.4%3.1%2.9%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%4.7%4.9%5.0%5.1%7.0%7.1%8.7% 8 . 8% 9 . 4% 8 . 6%9.5% 0.9% 0.9% 1. 8%1.8%1.4%1.0%1.1% 1.1% 0.7% 0.7%958.78953.92 959.76 957.92 958.90 957.62 959.45958.82958.20957.71958.149 5 8 . 5 6 959.04958.97958.46957.94EOF 957.65957.95958.41958.88959.34959.80960.30950.23948.33948.04948.05947.75948.15947.15947.15947.45947.75948.05 9 4 8 . 3 5 9 4 8 . 6 5 9 5 1 . 4 4 957.93950.00950.719 5 2 . 3 8 956.00 959.45 955.73956.72 955.19954.65954.11 9 5 3 . 5 8 9 5 2 . 9 4 9 5 2 . 2 6 951.58EOF 951.27951.62952.08952.62953.17953.71954.26954.84955.69947.03946.18946.28947.49946.09946.08946.41946.49946.49945.99 9 4 5 . 9 9 9 4 6 . 8 5 9 4 6 . 0 5 947.5 5 948.49948.47957.53 955.86958.02 954.25 955.31 954.76950.29 949.07 954.22 953.78 947.11 951. 3 6 953. 3 3 952. 6 6 946. 8 3 94 5 . 0 9 95 2 . 0 5 951.69942.09947.20951.42947.90 9 4 7 . 9 0 9 5 1 . 6 8 9 5 2 . 7 9 9 4 7 . 9 0 948.78954.66 955.21 947.90 951.41955.76 956.30 954.59 955.52956.76 954.96948.45954.09 9 5 3 . 2 7 9 4 7 . 3 9 9 4 6 . 1 4 9 5 2 . 7 0 9 5 2 . 1 4 9 4 4 . 9 2 946.92951.58951.19948.29945.34951.30951.67942.78941.94952.05952.40942.24942.54952.74952.32945.65953.56953.90953.97946.81945.66945.469 4 9 . 9 3 95 4 . 5 6 HP 959 .40 LP 950.65 LP 950.92 HP 958.82 LP 957.38 EOF 951.17 2.0%959.20949.5495 9 955950 950940 945 950937 940 945 940 945 950 960 958 9589379409459 5 0950945945 955955950950945940936955 950 950 945945 940 938 212789.92 456177.62 PX PX PX PX PX PX PX PX PX PX F1 12.1473.06120.00 76.70L =6 5 .5 340.52L=5.67 120.00 55.0055.00120.00 55.0055.00120.00 55.0055.001 4 4 . 9 5 30.5144.06L=108.07L=1.691 3 2 . 5 0 92.12L=2 0 .8 5 L =6 1 .3 7 132.50 146.40L=47.33132.50146.40 L =47.33133.2412.75 135. 1 7 L=47.33 13 0 . 8 018.46136.85 12.16 L=5 2 .8 2 138. 1 8102.13L=54.93L=15.53132. 5 057.56L=0.57L=54.37129.1179.52L=50.3478.99L=50.31120.00 55.00L=0.8854.12120.00 55.0055.00120.00 55.0055.00120.00 56.51114.086.16L=131.70 L =4 8 .6 179.46309.251700.51 SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>14 + 9 7 15 + 0 0 16+00 17+00 18+00 19+00 20+0021+00 22+00 23+00 24+00 25+00 26+0 0 27 + 0 0 2 8 + 0 049+3950+0051+0052+0053+0054+0055+0056+0057+00 5 8 + 0 0 2+003+003+4884+00 85+00 86+00 87+00 88+00 89+00139+70140+00>>>>0 + 0 0 SS >>>>>>>>>>> >>>>> >>> > > > > > > >>>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>> > > > >>0+001+002+003 + 0 0 4+00 5+00 5+63 >>>>>>>>>>> > >>>>>>0+000+49E 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 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 X X X X X X X X WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 20.0'8.0'20.0'N 0 50 100 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: 04/14/2023 - 11:54amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.04 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) POND 5 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 946.7 ·EOF 947.7 POND 4 (EXISTING) ·BOTTOM POND 936.5 ·BOTTOM BENCH 942.1 ·NWL - OUTLET 943.1 ·HWL 946.5 ·EOF 947.5EX. WETLAND 8 ·NWL 940.0 ·HWL 940.4 EX. WETLAND 9 ·NWL 938.0 ·HWL 938.6 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 EX. WETLAND 10 ·NWL 938.4 ·HWL 939.6 SEE SHEET C2.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY PR RETAINING WALL PROP. PHASE 3 PROP. PHASE 3 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 DEVELOPMENT PROP. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E SEE SHEET C3.05SEE SHEET C3.02 SHORELAND DISTRICT BOUNDARY WETLAND 4 WETLAND 11 951.70952.2050' WO960.20953.45953.9542' WO961.95954.57955.5742' SLAB955.07949.82955.3242' LO954.82950.10951.1042' SLAB950.60953.45954.4550' SLAB953.95953.00954.0050' SLAB953.50951.42952.4250' SLAB951.92950.50951.5050' SLAB951.00949.40950.4050' SLAB949.90948.42949.4250' SLAB948.92950.21950.7140' WO958.71950.70951.2040' WO959.20953.82954.8240' SLAB954.32953.42954.4240' SLAB953.92953.12954.1240' SLAB953.62952.82953.8240' SLAB953.32952.42953.4240' SLAB952.92951.72952.7240' SLAB952.22950.82951.8240' SLAB951.32954.22955.2240' SLAB954.72953.32954.8240' SLAB954.32952.60953.6040' SLAB953.10952.32953.3240' SLAB952.82951.92952.9240' SLAB952.422.6%0.8% 1.2%1.2%1.2%1.2%0.7%0.7%0.7% 1 . 3%1.3%0.8%3.0%7.2%5 . 6% 4.3 % 4.9 % 4.6 % 4.2 % 3. 9 % 3. 7 % 3. 8 % 3. 9% 4. 0% 3. 8% 4. 1% 3. 7% 3. 8 % 4. 4 % 5. 0 % 5.2 % 5.1 % 4.4 % 3.3 % 4.0% 4.1% 5.4% 6.7% PX PX 8' WIDE TRAIL 12' WIDE TRAIL EOF=940.00 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 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.7416 15 141312 12 1 2 3 2 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 951.0640' SLAB951.56950.56948.6540' SLAB949.15948.15948.0940' SLAB948.59947.59947 . 5 6 40' S L A B 948 . 0 6 947 . 0 6 948.0042' SLAB948.50947.50949.1042' SLAB949.60948.60949.9042' SLAB950.40949.40950.8042' SLAB951.30950.30951.5042' SLAB952.00951.00950.3750' SLAB950.87949.87948.3950' SLAB948.89947.89947.86 50' SLAB 947.36 947.36 4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%4.4% 3.8% 3.9% 4.4% 3.3%3.7%3.5% 3.7 % 3.5%2.8% 0.9% 0.7 %959.45958.82958.88959.34959.80960.30960.12956.90950.23948.33948.04948.05947.75953.17953.71954.26954.84955.69947.03946.18946.28947.49946.09952.32945.65953.56953.90953.97946.81945.66945.469 4 9 . 9 3 9 5 3 . 5 3 9 5 3 . 1 0 9 4 9 . 5 3 94 9 . 2 3 94 8 . 9 3 94 8 . 5 3 94 7 . 8 3 947. 0 2 945 . 8 0 94 7 . 4 9 94 9 . 2 2 949 . 7 9 950. 4 6 951 . 1 9 95 1 . 7 8 95 2 . 2 2 95 2 . 6 6 949.80 959.25 958.29 947.83 946.74 947.38 957.34 957.91956.5495 4 . 5 6 9 5 0 . 3 1 9 5 3 . 8 8 9 5 0 . 0 0 9 5 3 . 5 0 9 4 9 . 7 1 9 5 3 . 1 3 952.6994 9 . 3 4 94 8 . 9 9 95 2 . 2 6 95 1 . 8 9 94 8 . 7 1 94 9 . 7 2 95 1 . 4 7 950 . 9 3 949 . 1 2 948. 0 1 950. 1 9 94 9 . 0 7 94 6 . 7 0 944.50943.06947.62946.72949.79945.58 945.34 948.15 945.31 947.46 941.30 947.17 9 4 3 . 6 7 9 4 6 . 9 3 946.64944.70945.00946.40946.55 943.67 945.26947.24 948.47 945.00 944.12949.19 949.96LP 945.87EOF 94 6. 3 8 943.272.5%2.0%2.6%2.0%2.5%2.0%2.8%940 945 950 960 9 4 7 945 945945940936950945945 940 938 934935940945945 95094995080TH AVE80TH 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 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>114+00115+001 1 6+ 0 0 1 1 6+ 7 4 25+00 26+0 0 27 + 0 0 2 8 + 0 0 29+0030+0031+000+ 0 0 0+ 8 5 0+00 1+00 87+00 88+00 89+00139+70140+00141+00142+00143+00144+00145+00146+00147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 >>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001 + 0 0 2+003+004+004+340+001+001+02>>>>>>>>SS SSSSSS SS SS SS SS SS SS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>> > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>CLVT CLVT TS TS TS TS TS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 N 0 50 100 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (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: 03/20/2023 - 1:58pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 3, 193804970XSST, 193804970XSXTTHE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal GRADING PLANC3.05 WETLAND BUFFER SIGN (TYP.) POTENTIAL WETLAND BANK EASEMENT POND 10 (EXISTING) ·BOTTOM POND 936.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.6 ·EOF 944.6 POND 6 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.4 ·EOF 944.4 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.5 POND 12 (EXISTING) ·BOTTOM POND 936.3 ·BOTTOM BENCH 939.0 ·NWL - OUTLET 940.0 ·HWL 942.7 ·EOF 943.7 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 - 60' BUILDING PAD DEPTHSEE SHEET C3.04SEE SHEET C3.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 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 8 12 2 7 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 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 6569 6570 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 7667 7689 7690 7691 7702 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 19091910 1911 1912 1913 1914 1915 1916 1917 1918 1919 19201921 1923 1924 1946 1947 1948 19491950 1951 1952 1953 19561957 1961 2021 2022 2023 2024 20252028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2956 2957 3479 3480 3481 3482 3483 3485 7777 7778 7779 7780 7781 7782 1793 1832 1841 2372 2937 2976 3299 3319 36033605 3651 3661 3681 3809 4092 4440 44414442 4491 46404641 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 53515352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 54305431 5432 5433 5437 5438 5439 5440 5441 5442 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7959 7960 7961 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 80578058 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 PX PX PX PX PX PX PX PX PX E E E E E E E E M A I L E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E E E E E E EE E E E E E E EE E E E EHE E E E E E E E E E E E E SS SS H E EOHPOHPOHPOHPOHPOHP TOC 969.93 TOC 966.53 UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E E E E E 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 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP 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 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>> > >>>>>>>>>>>>>>>>>WAL 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 P L 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 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 ll>>>>>>> > FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l > l >l>ll l l lll >>l l l l l l llllllllllllll llllll1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 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 >>S S S S SS SCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>SS SCONTROL>> S SCONTROL>>>>>>>>>>S>>>>>>>>>>S>>>>>>>>>>>>S>>>>>>>>>>>> PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 F2 F3 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 F 3 2 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 11:55amDrawing name: C:\pw_stn_bh_infra01\d0181134\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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 12" TRUNK WATER MAIN. (ALL OTHER 8" WATER MAIN UNLESS OTHERWISE NOTED) 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12 E E E E E E E H OHPOHPOHPOHP 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>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >>>>>>>>>l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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 lllllll l l l l l l l ll lllllllll>>>>>>>>>>S S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" WME X 1 2 " W M F3 10 11 12 13 14152.5589 . 4 40.65130.6299.05 10 . 6 9 125.0082.67 125.8157.00 135.3779.12 74.03 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: 03/20/2023 - 2:00pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.01 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) SEE SHEET C4.02 SHORELAND DISTRICT BOUNDARY SEE SHEET C4.03 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 E X 1 2 " W M EX 8" WMNOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 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 8E E E M A I L E E 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 llllll>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > >>> > > > >> > > >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> >l>l > >>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>> > l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>llllllll 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 l l llllllllll>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >>SSSSSS SSSSSSSSSSSS SS SS SSSSSS SS SSSS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >> E X 1 2 " WM EX 8" W M E X 1 2 " W M 1 2 " W M 1 2 " WM PX PX PX L=118.431 51. 6 5 88 . 8 9 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: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.02 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) SEE SHEET C4.04 SEE SHEET C4.03SEE SHEET C4.01 SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 E X 8 " W M EX 8" WMEX 1" WATER SERVICE & CURB BOX (TYP.)EX 8" WM8" WME X 1 2 " W M NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F M>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>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>>lllllllllllllllllllll>>>>>lllllllll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>ll>>ll>ll>>l>>l>l>>l>>ll l l l llllllllllllllllllllllllllllllllllllll l l l l l l l l l l llllllllllllllllllS S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>>>>>>> 8" W M 8" WMPX PX PX PX PX PX F2 F3 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 F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 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: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.03 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.)SEE SHEET C4.02SEE SHEET C4.01 SEE SHEET C4.05 WETLAND (TYP) MAP KEY EX 6" PVC SANITARY FORCE MAIN CONNECT TO EX. SANITARY MANHOLE 8" WM STUB EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE EX. PHASE 2 EX. 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 AVE1" WATER SERVICE & CURB BOX (TYP.)EX 8" WMEX 8" WM 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 1 2 3 4 5 2 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 5820 5821 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 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 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 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6500 6501 6502 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 73567357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 750775087509 7510 7511 75127513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 75597560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 E M A I L E PROPANE TANK SS ROCK FLAG WELL 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 >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>> > > > >l>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>l l>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l lllllllllllllllllllllllSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS >>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>> > >>>>>> 8" WM 8" W M 12" WM12" WM12 " W M 8" W M 8 " WM PX PX PX PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 12.1473.06120.00 76.70L =6 5 .5 340.52L=5.67 120.00 55.0055.00120.00 55.0055.00120.00 55.0055.001 4 4 . 9 5 30.5144.06L=108.07L=1.691 3 2 . 5 0 92.12L=2 0 .8 5 L =6 1 .3 7 132.50 146.40L=47.33132.50146.40 L =47.33133.2412.75 135. 1 7 L=47.33 13 0 . 8 018.46136.85 12.16 L=5 2 .8 2 138. 1 8102.13L=54.93L=15.53132. 5 057.56L=0.57L=54.37129.1179.52L=50.3478.99L=50.31120.00 55.00L=0.8854.12120.00 55.0055.00120.00 55.0055.00120.00 56.51114.086.16L=131.70 L =4 8 .6 179.46309.251700.51 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'20.0'8.0'20.0'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: 04/14/2023 - 11:57amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.04 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.02 SEE SHEET C4.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY 12" WM STUB 10" SAN. SEWER STUB INV. 934.50 PROP. PHASE 3 PROP. PHASE 3 EX. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E12" WM 8" WM 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 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 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 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 5820 5821 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 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2372 3809 4092 4440 44414442 4491 46404641 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5351 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5375 5394 5395 5415 5417 5418 5419 5420 5422 5423 5424 5425 5426 5433 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 7096 7098 7099 7100 2126 2127 21282129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3559 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4294 4301 4302 4303 4355 4356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 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4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4 7 12 PROPANE TANK SS WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>> > > >>>>>>>>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 l l l l l l l l l l llllll l l l l l l l>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>llll>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>>l l l l >>lllllllll>>>>>>>>ll>>llllllllllllllll>>>>>>>>>>>>>l llllSSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SSSSSS SS SS SS SS SS SS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>8" WM8" WM8" W M 8 " WM8" WM8" WM8" WMPX PX PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET 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: 03/20/2023 - 2:01pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC401.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, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C4.05 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.03SEE SHEET C4.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY EX 6" PVC SANITARY FORCE MAIN FUTURE 15" SANITARY SEWER EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES llSSSSSSSSSSSSSSSS SSSSSS SS SS SSSS SS SS SS SSSS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>> > > >>> >>>>>> >>>>>>>>>>>>>>> >> > > >>> >>> >> >>>>>>>> >>>FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l >l >l>ll l l SSSSSS SS SSlll >>l l l l l l l lllllllllSSSS>SS >>llSS ll llllll>>S S S S SS SCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>SS SCONTROL>> S SCONTROL>>>>>>>>>>S>>>>>>>>>>S>>>>>>>>>>>>S>>>>>>>>>>>> 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 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 658765886589 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 7540 7541 7543 7551 7552 75537554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 76897690 7691 7702 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 19091910 1911 1912 1913 1914 1915 1916 1917 1918 1919 19201921 1923 1924 1946 1947 1948 19491950 1951 1952 1953 19561957 1961 2021 2022 2023 2024 20252028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2956 2957 3479 3480 3481 3482 3483 3485 7777 7778 7779 7780 7781 7782 1793 1832 1841 2372 2937 2976 3299 3319 36033605 3651 3661 3681 3809 4092 4440 44414442 4491 46404641 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 53515352 5353 5354 5355 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5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 56205621 5622 5623 5624 5625 56265627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 56685669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 56805681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 57465747 5748 5749 57505751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 580058015802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 594259435944 59455946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 59725978597959805981 5982 5983 5984 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77627763 77647765 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 13003 938.75 13002 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) EX. CULVERT DRAIN TILE (TYP.) DRAIN TILE (TYP.) PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 98765 4 11 3 1 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 31 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 15 164 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 8 12 2 7 9 4 0 940 9409 4 0 940 9 4 0 940 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 WALNUT 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 P L 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 PX PX PX PX PX PX PX PX PX F1 F2 F3 F4 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP)XYLOID AVEDRAINAGE BOUNDARY (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: 04/14/2023 - 12:04pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.00 OVERALL STORM SEWER PLANTNA CWM CWM XM KS KS N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) NOTE: 2' CONTOURS SHOWN EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT FUTURE PHASES DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT >>>>>>>>>>S S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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>>>>>>>>7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12l 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 l l ll lllllllll15 1 ' - 1 2 " S T R M @ 0 . 5 0 % 1 6 0 ' - 1 2 " S T R M @ 1 . 6 6%124'-15" STRM@ 1.00%2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%14'-36" STRM @ 1.71% 41'-30" STRM @ 1.20% @ 1.09% 27'-30" STRM @ 0.70% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88% 85'- 1 2 " S T R M @ 0. 5 0 %77'-36" STRM@ 1.01%30'-12" STRM @ 1.00 % CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B15 RIM 965.60 INV 951.20 24" NW INV 955.16 15" SW INV 950.95 27" NE CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD A9A RIM 964.35 INV 960.42 12" NW AD B16 RIM 964.33 INV 958.61 12" NW INV 957.31 12" SE INV 956.65 12" SW INV 956.40 15" NE AD B16B RIM 964.33 INV 958.06 12" SE INV 958.06 12" NW AD B16A RIM 964.33 INV 961.26 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B16C RIM 961.66 INV 958.49 12" NW CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W INV 956.53 12" N MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E INV 952.11 12" N INV 951.91 15" WINV 945.49 36" NEINV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N MH D18 RIM 953.64 INV 947.02 36" W INV 951.28 12" E INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES P9 RIM 947.29 INV 943.88 36" E CB E14 RIM 962.61 INV 959.78 4" S INV 958.21 15" NW 31'- 1 5 " S T R M @ 1. 0 0 % CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N F3 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: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.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, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.01 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03 SHORELAND DISTRICT BOUNDARY SEE SHEET C5.02 MAP KEY DRAINAGE BOUNDARY (TYP) EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> 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 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 PX PX PX 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 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 8llllll SSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >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>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSllllllll 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 l lllllllllll88'-12" STRM @ 0.50% 10 3 ' - 1 2 " S T R M @ 0 . 5 0 % 15 9 ' - 1 2 " S T R M @ 0 . 5 0 % 31'-15" STRM @ 0.50% 5 4 ' - 1 5 " S T R M @ 0 . 8 8%30'-12" STRM@ 2.46%1 4 3 ' - 1 2 " S T RM@ 2 . 5 0%127'-21" STRM @ 0.30 % 36'-12" STRM @ 1.00% 32'-12" STRM @ 2.00% 27'-12" STRM @ 2.00% 6 7 ' - 2 4 " S TRM@ 0 . 3 0% 30'-15" STRM @ 2.52% 41'-15" STRM @ 2.27%30'-15" STRM@ 2.34%122'-15" STRM @ 2.30%134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 1 4 5 ' - 2 4 " S T RM@ 0 . 5 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0% 113'-30" STRM @ 0.50% 9 7 ' - 1 2 " S T R M@ 0 . 5 0% 81'-12" S T R M @ 2.00% 120'-12" S T R M @ 2.00%59'-12" STRM @ 2.00 %57'-12" STRM@ 0.49%140'-15" S T R M @ 0.38% 181'-15" S T R M @ 0.51% 2 8 ' - 1 5 " S T RM@ 1 . 0 7%157'-18" STRM@ 0.50%90'-15" STRM @ 0.80% 85'-15" S T R M @ 1.30 %29'-12" STRM@ 1.27%81'-15" STRM@ 1.29 % 2 5 2 ' - 2 4 " S T R M@ 0 . 8 0% 17 1 ' - 2 4 " S T R M @ 0 . 8 0 %72'-15" STRM@ 1.31%30'- 1 5 " S T R M @ 0 . 5 1 %55'-18" STRM@ 1.00%1 0 5 ' - 1 5 " S T R M@ 0 . 5 0% 8 7 ' - 1 5 " S T R M@ 0 . 5 0% 1 6 9 ' - 1 2 " S T R M@ 1 . 5 9% 17'-15" STRM @ 2.00%118'-15" STRM @ 2.00 %163'-24" STRM@ 1.45%28'-24" STRM @ 1.45 % 1 7 9 ' - 2 4 " S T R M@ 1 . 5 0% 43'-12" STR M @ 1.01% 37'-12" STRM @ 0.51% 101'-12" STRM @ 2.50% 121'-12" STRM @ 2.50% 1 7 5 ' - 1 2 " S T R M@ 0 . 7 0% 1 7 5 ' - 1 2 " S T R M@ 1 . 0 0% 75'-15" S T R M @ 0.72% CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.59 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE CBMH B14 RIM 965.21 INV 953.06 24" NW INV 953.06 24" SE AD A9A RIM 964.35 INV 960.42 12" NW AD B11C RIM 964.20 INV 961.02 12" W AD B19B RIM 963.91 INV 959.74 12" SE AD B19A RIM 963.59 INV 958.90 12" NW INV 958.90 12" SE CBMH A4 RIM 963.37 INV 959.06 15" E INV 959.06 15" S AD A6B RIM 963.22 INV 957.65 12" NW INV 957.65 12" SE CBMH A5 RIM 962.98 INV 958.37 15" N INV 958.37 15" S AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B11B RIM 962.58 INV 959.41 12" E INV 959.41 12" SW CBMH B12 RIM 962.32 INV 953.79 24" NW INV 956.70 15" NE INV 953.79 24" SE AD A6A RIM 962.27 INV 957.14 12" NW INV 957.14 12" SE CBMH B13 RIM 962.13 INV 957.45 15" N INV 957.45 15" SW CB B8 RIM 962.05 INV 957.78 12" SE AD A6C RIM 961.89 INV 958.58 12" SE CB B10 RIM 961.84 INV 955.29 12" NE INV 955.29 12" SW AD A9 RIM 961.50 INV 956.85 12" SE INV 956.53 12" SW INV 956.53 12" N AD A6 RIM 961.05 INV 956.35 12" NW INV 956.15 15" E AD B11A RIM 960.19 INV 957.02 12" NE INV 957.02 12" SW CBMH A8 RIM 960.10 INV 955.79 12" S INV 955.59 15" NW CBMH A7 RIM 959.86 INV 955.12 15" SE INV 955.99 15" W INV 954.62 21" NE AD B11 RIM 959.00 INV 955.83 12" NE INV 955.83 12" SW MH B9 RIM 961.82 INV 957.42 12" NW INV 954.65 12" NE INV 954.24 21" SW INV 953.99 24" SE CBMH A3 RIM 966.26 INV 961.87 15" NE INV 961.87 15" W CB D7 RIM 967.04 INV 962.97 12" S CBMH D6 RIM 966.93 INV 962.60 12" N INV 962.40 15" SW CBMH B6 RIM 965.81 INV 956.55 24" SE INV 956.55 24" NW CBMH D5 RIM 965.78 INV 961.29 15" NE INV 961.29 15" SW CBMH D4 RIM 964.68 INV 960.24 15" NE INV 960.24 15" SW CB D1 RIM 964.17 INV 959.56 12" E CBMH D3 RIM 963.66 INV 959.30 15" NE INV 959.22 15" NW INV 958.97 18" SW CBMH D2 RIM 963.64 INV 959.37 12" W INV 959.37 15" SE CBMH B7 RIM 963.62 INV 958.42 18" NE INV 957.92 24" NW CB B5 RIM 960.00 INV 957.77 4" SE INV 955.97 12" WCBMH B4 RIM 959.86 INV 955.53 12" E INV 954.53 24" SE INV 956.86 4" S INV 954.53 24" NW AD D10A RIM 959.39 INV 953.03 12" SW INV 953.03 12" NW AD C8C RIM 958.99 INV 955.83 12" W CBMH C9 RIM 957.88 INV 951.68 15" SW INV 951.68 15" E MH B11 RIM 957.78 INV 946.48 15" SW INV 946.48 15" NE CB C11 RIM 957.40 INV 954.72 4" W INV 953.40 15" SE CBMH C10 RIM 957.40 INV 953.10 15" NW INV 954.69 4" S INV 952.60 15" NE CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E INV 952.93 15" W CBMH B2 RIM 956.87 INV 945.36 24" SW INV 953.87 4" N INV 953.87 4" E INV 945.36 24" NE CBMH B3 RIM 956.87 INV 951.86 24" SE INV 946.14 15" SW INV 953.87 4" S INV 953.87 4" W INV 945.77 24" NE AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W AD C8D RIM 956.52 INV 950.56 15" W INV 950.56 15" E AD C8A RIM 954.57 INV 951.10 15" E AD C8 RIM 954.50 INV 950.03 15" W INV 950.28 12" E INV 950.03 18" N CBMH D10 RIM 954.29 INV 950.34 12" SE INV 948.84 15" NW INV 948.84 15" NE AD D10C RIM 953.92 INV 949.80 15" SE AD D10B RIM 952.57 INV 949.27 15" NW INV 949.27 15" SE 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: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.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, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.02 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.04 SEE SHEET C5.03SEE SHEET C5.01 SHORELAND DISTRICT BOUNDARY MAP KEY DRAINAGE BOUNDARY (TYP) 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 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 DRAINAGE BOUNDARY (TYP) PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7SS SSSSSSSSSSSSSS SS 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>>lllllllllllllllllllll>>>>>lll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>ll>>ll>ll>>l>>l>l>>l>>lSSSS SS SS l l l l l l l l l l l llllllllllllllllll134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0%32'-12" STRM@ 1.01%1 7 2 ' - 1 5 " S T R M @ 3 . 3 1% 98' - 1 8 " S T R M @ 1 . 8 9 %28'-15" STRM@ 1.00%135'-36" STRM@ 0.27%50'-36" STRM @ 0.27% 88'-15" S T R M @ 0.64 % 112'-15" STRM @ 0.82%28'-12" STRM@ 0.50%50'-36" STRM@ 1.01%14'-36" STRM @ 1.71%136'-24" STRM@ 0.40%47'-24" STRM@ 0.64%41'-30" STRM @ 1.20% 109'-30" STRM @ 1.09% 27'-30" STRM @ 0.70% 28'-30" STRM @ 0.50% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88%25'-36" STRM@ 1.00%77'-36" STRM@ 1.01%81'-12" S T R M @ 2.00%28'-12" STRM @ 1.00 %130' -18 " STRM@ 1 .60%118'-24" STRM@ 1.46%90'-15" STRM @ 0.80% 121'-12" STRM @ 2.50% 35'-15" STRM @ 2.00% 38'-15" STRM @ 2.00%29'-15" STRM@ 1.75%CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.59 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD B11C RIM 964.20 INV 961.02 12" W AD B19B RIM 963.91 INV 959.74 12" SE AD B19A RIM 963.59 INV 958.90 12" NW INV 958.90 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E MH E3 RIM 962.34 INV 948.88 30" W INV 948.88 30" E CB D8 RIM 962.03 INV 957.08 12" S CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W CBMH D9 RIM 961.50 INV 956.76 12" N INV 956.56 15" SE CBMH E2 RIM 961.08 INV 949.07 30" W INV 958.20 4" NE INV 949.07 30" E CBMH E1 RIM 961.13 INV 949.21 30" W INV 956.32 15" S INV 958.20 4" NW INV 949.21 30" E MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E CBMH D25 RIM 956.19 INV 952.11 12" N INV 951.91 15" W CB D24 RIM 956.19 INV 952.25 12" S MH D13 RIM 956.12 INV 947.44 24" NE INV 947.55 24" S CBMH D12 RIM 955.49 INV 950.88 15" NW INV 948.38 18" SE INV 947.98 24" SW MH D17 RIM 954.69 INV 945.49 36" S INV 945.49 36" NE MH D16 RIM 954.59 INV 945.36 36" SW INV 945.36 36" NE CBMH D26 RIM 954.56 INV 950.99 15" E INV 950.99 15" W AD D17A RIM 954.20 INV 945.74 36" S INV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N CBMH D11 RIM 954.00 INV 948.97 15" NE INV 950.43 15" E INV 950.23 18" NW CB D10 RIM 954.00 INV 949.25 15" SW MH D18 RIM 953.64 INV 947.02 36" W INV 951.28 12" E INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES D14 RIM 949.62 INV 947.25 24" N FES D15 RIM 948.41 INV 945.00 36" SW FES P9 RIM 947.29 INV 943.88 36" E CBMH D35 RIM 952.74 INV 948.40 12" SW INV 948.00 18" NW CB D36 RIM 952.74 INV 948.68 12" NE CBMH D37 RIM 950.76 INV 945.92 18" SE INV 945.92 24" N INV 943.00 18" N AD C8C RIM 958.99 INV 955.83 12" W AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W CB A20 RIM 962.27 INV 956.79 15" NW CBMH A21 RIM 961.52 INV 956.10 15" SE INV 956.10 15" NW CBMH A22 RIM 959.67 INV 955.35 15" SE INV 955.35 15" N CBMH A23 RIM 959.55 INV 954.83 15" S INV 954.83 15" NE CB E14 31'- 1 5 " S T R M @ 1. 0 0 % CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N PX PX PX PX PX F2 F3 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: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.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, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.03 STORM SEWER PLANTNA CWM CWM XM KS KS NSEE SHEET C5.02SEE SHEET C5.01 SEE SHEET C5.05 WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP)SEE SHEET C2.05EX. PHASE 2 EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT 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 EX. PHASE 2 WETLAND BUFFER (TYP) EX. PHASE 2 DEVELOPMENT SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> 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 5820 5821 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 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 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 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6500 6501 6502 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 73567357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 750775087509 7510 7511 75127513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 75597560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 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 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 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 15 164 1 2 3 4 5 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>> > > > >l>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>l l>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l lllllllllllllllllllllll76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 133'-15" STRM @ 0.34%80'-24" STRM@ 1.90%71'-24" STRM@ 1.90%28'-24" STRM@ 0.50%70'-15" STRM @ 0.72% 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%163'-24" STRM@ 1.45 % 34'- 1 8 " S T R M @ - 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00% 50'-24" STRM @ 3.21% 95'-24" STR M @ 0.50%28' -12 " STRM@ 1 .02% 95'-24" S T R M @ 0.49 %129'-24" STRM @ 0.50 % 21'-12" STRM @ 0.77%30'-24" STRM@ 0.50%162'-24" STRM@ 0.50%28'-24" STRM@ 0.50%160'-15" STRM @ 1.61% 24'-12" STRM @ 1.56%37' -12 " STRM@ 1 .00%29'-12" STRM@ 1.09%28'-12" STRM@ 1.00%120'-24" S T R M @ 0.50% 123'-18" S T R M @ 0.60% 140'-15" STRM @ 0.60%77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%34'-24" STRM @ -1.00% CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E CBMH C4 RIM 956.85 INV 952.42 15" E INV 951.23 15" W INV 949.24 18" S INV 953.85 4" SW INV 953.85 4" SE INV 948.74 24" N CBMH C5 RIM 956.84 INV 948.60 24" S INV 953.84 4" NW INV 953.84 4" NE INV 948.60 24" N MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" E MH C6 RIM 952.15 INV 947.08 24" S INV 944.34 24" N FES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES B1 RIM 945.33 INV 943.00 24" SW FES C7 RIM 945.33 INV 943.00 24" S FES P5 3A RIM 940.95 INV 939.16 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CB A31 RIM 957.50 INV 954.54 4" NW INV 953.30 12" S CBMH A32 RIM 957.08 INV 952.93 12" N INV 954.23 4" SW INV 952.93 12" E MH A33 RIM 956.96 INV 952.55 12" W INV 952.55 12" S INV 952.35 15" E CB B7 RIM 956.63 INV 953.29 4" SW INV 952.71 12" N CBMH A34 RIM 954.76 INV 949.78 15" W INV 943.10 24" E INV 951.93 4" SW INV 943.10 24" N CBMH A46 RIM 954.76 INV 942.96 24" S INV 951.93 4" NW INV 942.96 24" N CBMH A45 RIM 953.76 INV 943.58 24" NE INV 950.93 4" SW INV 943.58 24" W CB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W CBMH A43 RIM 952.77 INV 944.05 24" NE INV 949.05 12" NW INV 949.94 4" S INV 944.05 24" SW CB A44 RIM 952.72 INV 949.89 4" W INV 949.34 12" SE MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W CBMH A42 RIM 951.37 INV 944.70 24" NE INV 948.54 4" S INV 947.02 12" NW INV 944.70 24" SW MH A38 RIM 951.19 INV 946.69 15" E INV 946.89 12" N INV 948.37 4" SE INV 946.49 18" W CB A39 RIM 951.26 INV 947.21 12" S CB A41 RIM 950.39 INV 947.56 4" W INV 946.41 12" E INV 946.41 12" S CBMH A40 RIM 950.39 INV 945.69 18" E INV 946.13 12" N INV 945.30 24" SW MH A47 RIM 947.47 INV 942.15 24" S INV 942.15 24" NE OCS P4 RIM 946.85 INV 940.30 24" W INV 943.10 24" E FES A48 RIM 944.38 INV 942.00 24" SW FES P4 RIM 943.83 INV 941.50 24" WFES P4A RIM 942.29 INV 939.96 24" E FES PATH N 1 RIM 939.55 INV 938.30 12" N FES PATH N 2 RIM 939.35 INV 938.10 12" S 36'-12" STRM @ 0.55% 10'-12" STRM @ 1.00%CB A41A RIM 950.40 INV 946.51 12" W CBMH A40A RIM 950.40 INV 945.75 18" E INV 947.56 4" E INV 945.75 18" W 10'-18" STRM @ 0.60%2 8 ' - 1 2 " STRM@ 1 . 0 0% CB A42A RIM 951.38 INV 947.30 12" SE PX PX PX F1 DRAINAGE BOUNDARY (TYP) 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8.0'20.0'8.0'20.0'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: 04/14/2023 - 12:10pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.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, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.04 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.02 SEE SHEET C5.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP) PROP. PHASE 3 DEVELOPMENT PROP. PHASE 3 DEVELOPMENT PROP. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 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 5820 5821 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 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2372 3809 4092 4440 44414442 4491 46404641 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5351 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5375 5394 5395 5415 5417 5418 5419 5420 5422 5423 5424 5425 5426 5433 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 7096 7098 7099 7100 2126 2127 21282129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3559 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4294 4301 4302 4303 4355 4356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 45114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS XXXXXXXXXXXXXXXXXXWETLAND 4 WETLAND 11 ABANDON EX. DRAINTILE 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 SS SS SSSSSS SS SS SS 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 l l l l l l l l l l llllll l l l l l l l>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>lll>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>>l l l l >>>>>>>>>>ll>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS 129'-24" STRM@ 0.27 %111'-24" STRM@ 0.25%28'-12" STRM @ 1.00%119'-24" STRM@ 0.25%28'-12" STRM @ 1.01%40'-27" STRM@ 0.50%74' -30 " STRM@ 0 .25%31'-27" STRM@ -0.50%57'-18" STRM@ 3.79%8'-18" STRM @ 0.25% 4 7 ' - 1 8 " S T R M@ 0 . 2 5%57'-18" STRM@ 0.25%94'-18" STRM@ 0.25%57'-18" STRM@ 0.25%296'-24" STRM @ 1.37% 353'-18" STRM @ 0.22% 76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%34'- 1 8 " S T R M @ - 1 . 0 0 % 3 3 ' - 1 5 " S T R M @ 0 . 9 2% 156'-15" S T R M @ 2.17% 28'-15" ST R M @ 1.75%97'-15" STRM@ 1.75%37'- 1 8 " S T R M @ 1 . 6 3 % 27'- 1 8 " S T R M @ - 1 . 0 0 %29'-15" STRM@ 1.75%38'-15" STRM @ 1.75%68'-15" STRM@ 1.75%70'-24" S T R M @ 0.20% 13 2 ' - 2 4 " S T R M @ 0 . 2 0 % 28 ' - 1 2 " S T R M @ 1 . 0 0 %112'-18" STRM@ 0.96%128'-18" STRM@ 0.96%123'-18" STRM@ 0.96%34'-12" STRM@ 1.00%53'-15" STRM @ 6.60% 29 ' - 1 2 " S T R M @ 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00%121'-15" STRM@ 0.96 %123'-15" STRM@ 0.96% 25'-15" STRM @ -1.00% 77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%CBMH D38 RIM 949.26 INV 944.20 24" S INV 944.60 12" W INV 941.80 24" N CBMH D39 RIM 949.24 INV 944.88 12" E CB D41 RIM 947.76 INV 943.28 12" E CBMH D40 RIM 947.76 INV 941.50 24" S INV 943.00 12" W INV 941.50 24" N CBMH D42 RIM 945.84 INV 941.22 24" S INV 941.22 24" NE FES D50 RIM 944.83 INV 943.00 18" N MH D44 RIM 944.84 INV 940.88 24" SW INV 940.18 18" SE INV 940.18 30" N AD D49 RIM 943.84 INV 940.84 18" S INV 940.84 18" N AD D48 RIM 943.70 INV 940.70 18" S INV 940.70 18" N OCS P12 RIM 944.08 INV 937.00 27" S INV 940.00 27" N AD D47 RIM 943.55 INV 940.55 18" S INV 940.55 18" N AD D45 RIM 943.30 INV 940.30 18" SE INV 940.30 18" NW AD D46 RIM 943.30 INV 940.32 18" S INV 940.32 18" NW FES D43 RIM 942.96 INV 940.00 30" S FES P12 RIM 942.47 INV 939.80 27" S FES P12A RIM 939.51 INV 936.85 27" N CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" EFES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES P5 EOF 3 RIM 943.03 INV 940.70 24" W FES P5 3 RIM 942.49 INV 940.70 18" WFES P5 3A RIM 940.95 INV 939.16 18" SE CBMH A23 RIM 959.55 CBMH A24 RIM 958.50 INV 954.17 15" SW INV 954.17 15" N CBMH A25 RIM 957.30 INV 952.97 15" S INV 952.97 15" N CBMH A26 RIM 956.28 INV 951.28 15" S INV 951.28 15" E CBMH A27 RIM 956.28 INV 950.79 15" W INV 946.69 15" E MH A28 RIM 946.64 INV 943.30 15" W INV 943.30 15" SE OCS P10 RIM 945.22 INV 939.50 18" NW INV 942.00 18" SE FES A29 RIM 944.52 INV 943.00 15" NW FES P10 RIM 943.19 INV 941.40 18" NW FES P10A RIM 941.02 INV 939.23 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CBMH F6 RIM 952.65 INV 948.03 15" SW INV 948.03 15" NE CB F4 RIM 951.91 INV 947.91 12" N CBMH F7 RIM 951.78 INV 947.57 12" S INV 946.84 15" SW INV 946.59 18" NE CBMH F8 RIM 950.89 INV 945.41 18" SW INV 945.41 18" NE CB F10 RIM 949.60 INV 945.27 12" NW CBMH F9 RIM 949.51 INV 944.98 12" SE INV 944.18 18" SW INV 943.98 18" NE CB F12 RIM 948.22 INV 944.20 12" NW CBMH F11 RIM 948.22 INV 942.90 18" SW INV 943.92 12" SE INV 942.40 24" NW MH F13 RIM 946.36 INV 942.14 24" SE INV 942.14 24" SW OCS P6RIM 944.75INV 939.50 15" EINV 942.00 15" WFES F14 RIM 944.33 INV 942.00 24" NE FES P6ARIM 940.79INV 939.25 15" WFES P6RIM 940.04INV 938.50 15" ECB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W PX F4 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: 03/20/2023 - 2:07pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDC501.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, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 33/21/23PUD Submittal C5.05 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03SEE SHEET C5.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP) EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVEWETLAND BUFFER (TYP) PX PX PX PX PX PX PX PX PX ME E E 11081 961.63 STREET SIGN11082961.85 STREET SIGN E11087961.01STREET SIGN 11097961.83STREET SIGN 11098 961.60 STREET SIGN 11 1 2 1 96 1 . 5 7 ST R E E T S I G N 11130 961.59 STREET SIGN E 11144961.38 STREET SIGN E 11166 962.45 STREET SIGN 11192 960.91 STREET SIGN CE 11197 959.22 STREET SIGN 11220 959.17 STREET SIGN E E M A I L C E1 1 2 9 8 95 6 . 0 0 S T R E E T S I G N 11315 951.50 STREET SIGN E11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11367 956.70 STREET SIGN FIBEROPTIC E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E32063 951.04NON-TRAFFIC SIGN GAS EE E E E EC E E EE E E E ECHCE E E E EC E E E E 32177 966.66 NON-TRAFFIC SIGN GAS 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 SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>E 10170961.44NON-TRAFFIC SIGN 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 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-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>PX PX PX PX PX PX PX PX PX WAL N U T L A N E XYLOID LANEWALNUT LA N E WALNUT LANEWALNUT LANEWALNUT LAN EXYLOID LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL80TH 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 FUTURE 80TH AVE SOD/SEED SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf 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 MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:08pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL100.dwgXrefs:, 193805500PUDXBRD-LA, 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 2, 193804970XSPV - PH 3, 193804970XSNO-PH 3, 193804970XSNF-PH 4THE 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 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.00 OVERALL LANDSCAPE PLAN ---- MINNESOTA. N 0 150 300 NOTE: 1. SEE SHEET L1.06 FOR PLANT SCHEDULE. TREES CODE BOTANICAL / COMMON NAMECONT FF Acer saccharinum ‘Bailsta’ / Fall Fiesta Silver Maple FM Acer x freemanii / Freeman Maple AS Acer x freemanii `Sienna` TM / Sienna Glen Maple SY Aplatanus occidentalis / American Sycamore RB Betula nigra / River Birch BF Betula platyphylla 'Fargo' TM / Dakota Pinnacle Asian White Birch CH Celtis occidentalis / Common Hackberry PG Ginkgo Biloba 'Princeton Sentry' / Princeton Sentry Ginkgo SM Gleditsia triacanthos inermis `Shademaster` / Shademaster Honey Locust NA Gleditsia triacanthos var inermis 'Harve' / Northern Acclaim Honeylocust KC Gymnocladus dioicus 'UMNSynergy' / True North Kentucky Coffeetree IR Ostrya virginiana / Ironwood BH Picea glauca 'Densata' / Black Hills White Spruce PC Picea pungens / Colorado Spruce PN Pinus nigra / Austrian Black Pine PP Pinus ponderosa / Ponderosa Pine SWO Quercus bicolor / Swamp White Oak BO Quercus macrocarpa / Burr Oak QR Quercus rubra / Red Oak HO Quercus x macdanielii 'Clemons' / Heritage Oak SL Tilia americana 'Sentry' / American Sentry Linden VF Ulmus americana 'Valley Forge' / Valley Forge Elm NH Ulmus x 'New Horizon' / New Horizon Elm SHRUBS CODE BOTANICAL / COMMON NAME CB Cornus baileyi / Bailey`s Red-twig Dogwood EA2 Euonymus alatus / Winged Euonymus MK Syringa patula `Miss Kim` / Miss Kim Lilac PERENNIALS CODE BOTANICAL / COMMON NAME EA Echinacea x `After Midnight` / After Midnight Coneflower CG Calamagrostis x acutiflora `Karl Foerster` / Karl Foerster`s Feather Grass SH Sporobolus heterolepis / Prairie Dropseed FD Cornus sericea `Bailadeline` / Fire Dance Dogwood AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea BD Hemerocallis x `Baja` / Baja Daylily SHALLOW MARSH - ZONE 1: 2.4 ACRES HARDWOOD SWAMP - ZONE 3: 1.8 ACRES WET MEADOW - ZONE 2C: 0.1 ACRES UPLAND FOREST - ZONE 4: 2.4 ACRES PRARIE - ZONE 5: 3.4 ACRES WET MEADOW - ZONE 2A: 1.1 ACRES WET MEADOW - ZONE 2B: 2.6 ACRES WET PRARIE - ZONE 6: 0.1 ACRES WETLAND BANK DL Diervilla lonicera / Dwarf Bush Honeysuckle LD Physocarpus opulifolius `Donna May` / Ninebark Little Devil TS Spiraea bumalda `Tor` / Tor Spirea SS Spiraea x bumalda `Denistar` / Superstar Spirea 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 F3 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: 03/17/2023 - 2:20pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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 BURGSTAHLER03/20/20235447603/20/23PUD Submittal L1.01 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28'ROAD(TYP.)50'ROW(TYP.)SEE SHEET L1.02 MAP KEY PX PX PX PX PX 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 WAL N U T L A N E XYLOID LANEWALNUT LA N E XYLOID LANE79TH P L A C E 79TH PL A C E THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 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 PX PX PX F1 8.0'20.0'8.0'20.0'8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 8' COMMUNITY GREENWAY TRAIL PER DETAIL STR-21 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 MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:48pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD 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 SIDEWALK28' ROAD (TYP.)50' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.)SEE SHEET L1.05SEE SHEET L1.02 MAP KEY 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: 03/17/2023 - 2:29pmDrawing name: C:\pw_stn_bh_infra01\d0181134\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 2, 193804970XSNF-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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 BURGSTAHLER03/20/20235447603/20/23PUD 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 PX PX PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 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 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 SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>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 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 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>XYLOID LANEWALNUT LA N E WALNUT LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 7 9 T H A V E 7 8 T H P L A C E FUTURE 79TH PL80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE PX PX PX PX PX PX PX PX PX F1 F2 F3 F4 Area to Receive Irrigation SYMBOL MANUFACTURER/MODEL/DESCRIPTION Shut Off Valve 4 Febco 825Y 4" 1 Reduced Pressure Backflow Preventer Baseline BL-3200P 1 Two-wire controller in 16-gauge stainless-steel pedestal enclosure, expandable up to 200 stations. Booster Pump 1 Irrigation Mainline: PVC Schedule 40 1,668 l.f. Pipe Sleeve: PVC Class 200 578.4 l.f. 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 MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/14/2023 - 1:51pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDL200.dwgXrefs:, 193805500PUDXBRD-LA, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNI, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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 2JACOB BURGSTAHLER03/20/20235447603/20/23PUD 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 REVISED PLAT 05/06/222 M E E E E E E E CC CC CCC 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 OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP 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 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 8 12 F3 10 11 12 13 14 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 1.5 0.7 4.0 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 3.4 2.4 1.3 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 2.7 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 1.9 1.4 0.8 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 0.3 0.6 0.6 0.9 1.2 0.9 1.2 1.8 2.0 1.4 1.6 2.5 3.1 2.7 1.9 0.7 1.5 2.9 3.8 3.6 2.9 2.5 0.8 1.7 2.9 3.8 5.1 4.0 2.9 0.8 1.6 3.2 4.7 6.0 6.2 4.6 0.8 1.8 2.9 3.9 6.1 6.3 5.7 0.7 1.6 2.9 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.8 1.5 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 0.8 1.2 0.0 0.1 0.1 0.1 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 0.1 0.6 0.6 0.4 0.2 0.1 1.2 0.9 0.5 0.2 2.0 1.9 1.3 0.8 0.3 2.7 3.2 2.7 1.9 1.0 3.6 4.0 3.3 1.9 1.1 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 5.6 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: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.01 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY SEE SHEET E1.03EX. PHASE 1 DEVELOPMENT EX. PHASE 2 EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 C O U N T Y R O A D 1 0 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 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 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 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 8 L=118.431 51 . 6 5 88. 8 9 0.7 0.6 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 0.1 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 0.3 0.3 0.3 0.2 0.4 0.5 0.6 0.5 0.3 0.8 1.0 1.0 0.5 0.2 1.2 1.7 1.8 1.2 0.5 2.4 2.8 2.1 1.2 0.4 2.9 3.4 3.4 2.2 0.9 4.1 4.5 3.1 1.6 0.7 4.7 5.7 3.9 2.8 1.3 6.3 6.0 4.3 2.2 1.0 5.8 6.2 4.8 3.1 1.7 6.3 5.7 4.3 2.9 5.1 4.5 4.2 3.3 1.9 3.1 3.3 3.2 2.2 2.5 2.6 2.4 1.9 1.7 1.9 1.6 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 0.2 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 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 5.3 4.6 2.1 2.7 0.3 1.2 2.2 0.1 0.2 0.2 0.4 1.1 1.4 0.1 0.1 0.1 0.1 0.1 0.5 0.7 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.0 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.5 0.8 0.9 0.6 0.4 0.3 0.2 0.8 1.3 1.7 1.4 1.0 0.6 0.4 1.3 2.1 2.6 2.8 2.0 1.3 0.8 0.9 1.5 2.5 3.6 3.6 3.1 2.4 0.6 1.1 2.1 3.3 3.7 5.1 4.2 3.1 0.3 0.8 1.5 2.3 3.7 5.3 6.1 6.2 4.4 0.2 0.4 0.8 1.7 3.1 4.0 5.2 6.2 6.2 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 2.5 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 0.3 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 0.1 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 0.3 0.1 0.1 0.0 0.3 0.5 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 2.9 0.6 0.2 0.1 0.1 2.3 2.7 3.4 3.5 2.9 1.3 0.6 0.2 0.1 2.8 3.8 4.7 3.8 2.3 1.2 0.5 0.2 0.1 4.4 5.7 5.3 3.8 2.5 1.1 0.5 0.2 0.1 6.2 6.1 5.8 3.6 1.9 1.0 0.4 0.1 6.1 6.2 4.6 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 1.0 0.4 2.8 2.9 2.7 2.1 1.3 0.7 0.3 2.5 1.9 1.4 1.0 0.6 0.4 1.4 1.2 1.0 0.7 0.4 0.3 0.6 0.6 0.4 0.3 0.2 0.1 0.3 0.2 0.2 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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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1.8 2.9 3.9 6.1 6.3 5.7 0.7 1.6 2.9 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.8 1.5 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 0.8 1.2 0.0 0.1 0.1 0.1 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 0.2 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.0 0.1 0.1 0.5 1.1 0.4 0.8 1.8 2.6 0.1 0.3 0.9 1.8 2.8 5.1 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 REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.02 PHOTOMETRICS PLANTNA CWM CWM XM KS KS 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 EX. PHASE 2 EX. PHASE 2 EX. 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 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 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 15 1 2 3 4 5 6 7 8 9 10 11 8 12 7 PX PX PX PX PX F2 F3 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 F L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.30277.05L=211.4411.78 357.266.65L=200.85L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 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 0.0 0.0 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0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.0 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.5 0.8 0.9 0.6 0.4 0.3 0.2 0.8 1.3 1.7 1.4 1.0 0.6 0.4 1.3 2.1 2.6 2.8 2.0 1.3 0.8 0.9 1.5 2.5 3.6 3.6 3.1 2.4 0.6 1.1 2.1 3.3 3.7 5.1 4.2 3.1 0.3 0.8 1.5 2.3 3.7 5.3 6.1 6.2 4.4 0.2 0.4 0.8 1.7 3.1 4.0 5.2 6.2 6.2 0.1 0.1 0.2 0.4 0.9 1.6 2.7 3.6 4.7 5.7 6.2 0.7 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 2.0 2.9 3.3 3.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 1.5 2.2 2.4 1.3 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 2.7 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.9 1.4 0.8 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 0.0 0.0 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3.2 2.7 2.1 1.3 0.6 1.3 2.8 3.8 3.7 3.0 2.6 1.3 2.5 3.6 5.2 4.2 3.0 1.1 2.5 4.3 5.6 6.4 4.8 1.1 2.0 3.4 5.3 6.4 5.6 0.8 2.0 3.5 4.8 6.1 5.7 1.4 2.7 3.8 4.6 4.9 1.0 1.9 3.0 3.3 3.3 0.6 1.0 1.7 2.3 2.6 2.7 0.5 0.7 1.1 1.5 2.0 0.2 0.3 0.5 0.7 0.9 0.1 0.2 0.3 0.4 0.5 0.1 0.1 0.1 0.2 0.2 0.0 0.0 0.1 0.1 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.4 0.4 0.3 0.3 0.6 0.7 0.6 0.5 1.1 1.1 1.1 0.7 1.8 2.0 1.8 0.9 2.6 2.9 2.4 1.2 3.1 3.5 3.0 1.5 3.9 4.5 3.5 1.8 5.3 5.4 3.5 1.6 0.6 6.2 6.0 3.6 1.8 0.6 6.1 6.8 4.3 2.0 0.6 6.2 6.1 3.6 1.8 0.7 5.0 5.4 3.8 2.0 0.7 3.8 4.3 3.7 2.2 0.7 2.9 3.4 3.2 1.8 0.6 2.7 2.7 1.5 0.6 1.7 1.8 1.2 0.5 1.1 1.0 0.9 0.4 0.6 0.6 0.5 0.3 0.2 0.3 0.3 0.3 0.2 0.1 0.2 0.2 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.1 0.2 0.3 0.5 0.6 0.2 0.3 0.4 0.7 1.0 1.4 0.3 0.6 0.9 1.5 2.0 2.5 0.5 1.1 2.0 2.8 3.1 0.7 1.6 2.9 3.7 4.3 0.4 1.0 2.2 3.6 5.0 6.2 0.0 0.0 0.0 0.5 1.3 2.4 3.4 5.3 6.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.2 2.4 4.3 5.4 6.2 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 0.6 1.2 2.5 3.6 5.1 4.6 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 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.2 2.4 3.8 3.9 3.2 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 0.5 1.4 2.4 3.1 3.0 2.2 0.9 1.0 0.7 0.4 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 0.5 1.1 1.8 2.2 1.7 1.2 0.7 1.0 1.4 1.8 1.9 1.6 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.9 1.3 1.1 0.8 0.5 0.3 1.1 1.5 2.3 3.2 3.2 3.0 2.0 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 2.8 3.3 3.8 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 3.2 4.3 5.4 6.0 5.1 3.6 2.8 2.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.8 1.3 2.2 3.2 4.2 5.1 6.2 6.2 6.2 5.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.1 2.0 2.9 3.4 4.3 5.2 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 3.2 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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: 03/21/2023 - 8:09amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.03 PHOTOMETRICS PLANTNA CWM CWM XM KS KS 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 C2.05EX. 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 AVEEX. PHASE 2 EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. PHASE 3 PROP. FUTURE PHASE PX PX PX PX PX 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 31 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 15 164 1 2 3 4 5 2 PX PX PX F1 1.0 1.7 2.9 3.3 1.9 3.2 2.2 2.4 1.9 1.6 1.2 0.9 1.0 0.8 0.6 0.5 0.5 0.4 0.3 0.2 0.2 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 0.2 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 1.6 2.1 1.9 0.3 1.0 2.2 3.0 2.6 0.4 1.3 2.8 3.6 3.2 0.4 1.7 3.5 4.5 4.0 0.6 1.6 3.4 5.4 5.3 0.7 1.9 3.8 6.1 6.2 0.8 2.2 4.4 6.9 0.8 2.1 3.8 6.1 0.9 2.5 4.3 5.3 1.0 2.6 3.8 4.1 1.0 2.3 3.4 3.2 0.9 2.0 2.7 2.5 0.9 1.5 1.7 1.7 0.6 0.9 1.0 1.0 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 2.9 2.2 4.8 6.5 6.5 5.9 4.6 4.0 3.1 5.7 6.4 5.6 4.6 3.6 3.0 4.9 4.7 3.5 3.1 2.6 1.9 3.9 2.7 2.6 2.2 1.5 0.9 1.5 1.8 1.4 1.0 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.0 0.3 0.2 0.2 0.1 0.0 0.5 0.5 0.4 0.3 0.2 0.9 0.9 0.7 0.4 0.2 1.3 1.6 1.5 1.3 0.8 1.8 2.6 2.2 2.1 1.3 2.4 3.3 3.0 2.6 1.4 3.0 3.9 3.5 2.9 1.5 3.4 5.0 4.7 4.7 1.5 3.3 5.6 6.2 1.9 4.1 6.2 5.8 0.7 2.0 3.9 6.1 5.8 0.8 2.0 3.7 5.9 5.8 0.9 2.5 4.1 5.0 4.5 0.3 0.9 2.3 3.6 3.8 3.2 0.3 0.9 2.1 3.2 3.1 0.3 0.8 1.8 2.4 2.4 0.3 0.8 1.2 1.5 1.8 0.3 0.6 0.8 1.0 1.2 0.3 0.4 0.5 0.7 0.9 0.2 0.3 0.4 0.5 0.7 0.1 0.2 0.2 0.3 0.5 0.1 0.1 0.2 0.3 0.1 0.1 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 0.1 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 0.1 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 0.4 0.5 0.6 0.6 0.4 0.6 0.8 1.0 1.1 0.9 1.4 1.7 1.9 0.9 1.9 2.7 2.6 2.6 0.8 1.9 3.3 3.4 3.0 1.8 3.4 4.4 4.3 1.5 3.2 4.8 6.0 5.3 1.0 2.3 3.9 6.3 5.7 1.9 4.2 6.6 6.0 1.4 3.1 4.7 6.3 5.3 0.9 2.2 4.1 5.2 4.2 1.9 3.5 4.1 3.3 2.7 1.3 2.6 3.4 2.9 2.6 1.7 2.6 2.3 1.9 1.1 1.7 1.5 1.3 0.9 0.7 0.9 0.9 0.8 0.6 0.5 0.5 0.5 0.3 0.2 0.3 0.3 0.3 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.3 0.4 0.6 0.7 0.6 0.3 0.7 1.0 1.2 1.2 0.6 1.5 2.0 2.0 1.2 0.5 2.2 2.7 3.0 2.1 1.0 3.1 3.7 3.3 1.8 3.4 4.6 4.2 2.4 1.1 5.6 5.3 3.5 1.9 6.2 6.2 4.9 3.1 1.2 4.9 6.3 5.6 3.4 1.8 6.1 6.0 4.5 3.0 1.4 5.3 4.6 4.4 3.4 1.9 3.2 3.4 3.3 2.2 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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: 04/14/2023 - 12:14pmDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.04 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) SEE SHEET C4.02 SEE SHEET E1.05SEE SHEET E1.03 MAP KEY PROP. PHASE 3 PROP. PHASE 3 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E 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 PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.980.8 2.2 4.4 6.9 0.8 2.1 3.8 6.1 0.9 2.5 4.3 5.3 1.0 2.6 3.8 4.1 1.0 2.3 3.4 3.2 0.9 2.0 2.7 2.5 0.9 1.5 1.7 1.7 0.6 0.9 1.0 1.0 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 0.0 0.1 0.1 0.4 0.6 0.3 0.5 0.3 2.7 2.3 1.4 0.9 5.5 4.4 4.3 2.9 2.2 4.8 6.5 6.5 5.9 4.6 4.0 3.1 5.7 6.4 5.6 4.6 3.6 3.0 4.9 4.7 3.5 3.1 2.6 1.9 3.9 2.7 2.6 2.2 1.5 0.9 1.5 1.8 1.4 1.0 0.7 0.4 0.4 0.6 0.5 0.4 0.3 0.1 0.2 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 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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: 03/21/2023 - 8:10amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE1.05 PHOTOMETRICS PLANTNA CWM CWM XM KS KS N 0 50 100 STREET LIGHT (TYP.) STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. FUTURE PHASE EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 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: 03/21/2023 - 8:10amDrawing name: C:\pw_stn_bh_infra01\d0181134\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE 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, MN193806154733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 3MIKE FITZPATRICK2/11/2022530783/21/23PUD SubmittalAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERE106 PHOTOMETRIC DETAILTNA CWM CWM XM KS KSPROFESSIONAL ENGINEER N00°03'25"W300.849 2 .1 2 S 6 2 °0 0 '4 1 "W 146.40S23°26'40"WS21°00'44"E146.40S62°58'03"E135.17 S89°36'01"E 24.91 N 6 9 °3 7 '3 5 "E 1 3 6 .8 5 N26°49'06"E178.15N16°57'44"E79.5718 BLOCK ONE 120.00 N89°56'35"E 272.21S00°03'25"E40.53 S89°56'35"W 6 5.5 2 R =4 2 5 .0 0 Δ =8 °5 0 '0 0 " C B =S 8 5 °3 1 '3 5 "W 201.35R=278.03Δ=41°29'40" CB=N69°18'35"W XYLOID LANE 17 16 15 14 13 12 11 109 8 7 6 5 4 3 2 1 120.00 N89°56'35"E 120.00 N89°56'35"E 120.00 N89°56'35"E 120.00 S89°56'35"W 120.00 S89°56'35"W 120.00 S89°56'35"W 120.00 S89°56'35"W 128.95N77°02'37"W 132.23N64°12'03"W 137.82N62°47'11"W 130.80 N 47°18'28" W 132.50N46°45'35"E133.24N00°18'11"E132.50 S87°47'02"E 1 3 2.5 0 S 4 4°1 9'3 9"E 1 4 4.7 6 S 3 7 ° 2 9'5 8 " E 81.3855.0055.0044.9455.0055.0055.0055.0076.7030.51119.1655.0055.0055.0055.0055.0055.0078.9457.56102.1318.4612.161 2 . 7 5 288.90N00°03'25"W198.75R=198.87Δ=57°15'37"61.00S13°33'00"WS 8 1 °2 3 '2 3 "W 6 1 .0 0 3 1 1.0 5 R = 6 1.0 0 Δ = 2 9 2°0 9'3 7"56.90Δ=12°52'54"50.33Δ=12°53'50"50.39Δ=13°59'42"54.6816.03 R =19.00 Δ =48°19'38"Δ=51°18'11"54.62Δ =4 9 °3 6 '3 8 "5 2 .8 2 Δ=44°27'24"47.33 Δ=44°27'24"47.3347.33Δ=44°27'24"6 1 .6 2 Δ =5 7 °5 2 '3 8 "22.65R =19.00 Δ =68°17'37"107.16Δ=35°18'48"14.21Δ=2°55'45"25.12Δ=5°10'40"25.45Δ=5°14'44"Δ=28°08'31"136.56 S89°36'01"E 2681.40 North line of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (North line of the RUSH CREEK RESERVE SECOND ADDITION) Northwest corner of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (Northwest corner of RUSH CREEK RESERVE SECOND ADDITION) Northeast corner of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (Hennepin Co. Cast Iron Monument)5050505025 25 25 25 25 25 25 25S00°03'25"E309.35West line of the Southeast Quarter of Sec. 23, Twp. 119N, Rng. 23W (West line of RUSH CREEK RESERVE SECOND ADDITION) 501010 1010Drainage & Utility Ease m ent VICINITY MAP BEARING ORIENTATION BASED ON THE WEST LINE OF OUTLOT C, RUSH CREEK RESERVE SECOND ADDITION WHICH HAS AN ASSUMED BEARING OF NORTH 00 DEGREES 03 MINUTES 25 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES 1/2 INCH IRON MONUMENT, GRAPHIC SCALE IN FEET 0 30 60105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NOT TO SCALE) C.S.A.H.10 C.S.A.H.50 SITE FLETCHERLANENOT TO SCALE RUSH CREEK RESERVE THIRD ADDITION C.R. DOC. NO. _______________________ 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 C, RUSH CREEK RESERVE SECOND ADDITION. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE THIRD 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______. Signed: M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC By: John Rask, Area President STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on this day of , 20 by John Rask, 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 THIRD 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 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 THIRD ADDITION was recorded in this office his _________ day of ____________________________, 20____________., at _______o'clock ___M. Amber Bougie, County Recorder by ___________________________________ Deputy FOUND RLS 43133 DENOTES IRON MONUMENT FOUND, MARKED AS FOUND WETLAND10WETLAND9WETLAND6WETLAND8WETLAND3WETLAND4WETLAND11123478569101112131415162019181732165498741236551221165432102987654113156712346781921031141254367819876543280 T H A V E WALNUT LN79TH AVEWALNUT LNXYLOID AVE78TH PL80TH AVEEEECEEEMAILCEEMAILEEEPROPANETANKSSROCKFLAGWELLE>> >> >> >> >> >> >> >> >> >>>>>>MAILEEECLVTCLVTEECEECLVTPROPANETANK13003938.7513002CLVTCTRANSSF M F M F M F M F M F M F M F M FMFMFMFMFMFMl l > > > >>CLVTCLVTCLVTCLVTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XTRANE CLVT>> >> >>>>>>>> >> >> >> >> >> >>>>>>PXPXPXPXPXPXPXPXPX123456789111314151617181922232526272829313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109111PXPXPXPXPXPXPXPXPXNSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 04/17/2023 - 3:53pmDrawing name: C:\pw_stn_bh_infra01\d0182237\193804970 Phasing Plan 10-13-2020.dwgXrefs:, 193804970XSPV-PH 1, 193804970XSNO-PH 1, 193804970XSXT, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSXW 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. 2335 Highway 36 W St. Paul, MN 55113 www.stantec.comCONCEPT PLAN M/I HOMES CORCORAN, MN 1938049700 100 200N11/5/20PHASE 2PHASE 1PHASE 4PHASE 1PHASE 3PHASE 2 Page 1 of 2 STAFF REPORT Agenda Item: 8d. City Council Meeting: April 27, 2023 Prepared By: Chris Hong through Kendra Lindahl, AICP Topic: PUBLIC HEARING. Easement Vacation for Rush Creek Reserve (City File No. 23-007) Action Required: Approval Review Deadline: May 20, 2023 1. Request The applicant, M/I Homes of Minneapolis/St. Paul, LLC has requested approval to vacate drainage and utility easements established on Outlot C of Rush Creek Reserve. The easements are no longer needed as new easements were provided with the Rush Creek Reserve 3rd Addition plat. 2.Background For the April 27, 2023 City Council meeting, the applicant has requested approval for a final plat and final planned unit development (PUD) for Rush Creek Reserve 3rd Addition which would replat Outlot C of Rush Creek Reserve (2nd Addition). 3.Context As part of the Rush Creek Reserve subdivision, blanket drainage and utility easements were provided over all outlots. When the applicant replatted the outlot as the next phase of development (Rush Creek Reserve 3rd Addition), they also submitted an easement vacation and provided new drainage and utility easements over the new parcels. The existing easements are no longer needed because new easements are being dedicated with the Rush Creek Reserve 3rd Addition plat. The easement vacation will be recorded at the County with the Rush Creek Reserve 3rd Addition plat. Level of City Discretion in Decision-Making The City has a relatively high level of discretion in approving the vacation. If the City finds that the drainage and utility easement is no longer needed, the City may vacate the easement. 4. Analysis Staff has reviewed the vacation request with the City Engineer and finds that the drainage and utility easements are no longer required and have no objection to the vacation. New drainage and utility easements are provided to the City with newly platted lots and outlots within each addition. Page 2 of 2 5. Recommendation Move to adopt Resolution 2023-36 approving the Rush Creek Reserve 3rd Addition vacation Attachments 1. Resolution 2023-36 approving the vacation 2. Site Location Map 3. City Engineer Memo dated April 16, 2023 4. Vacation Exhibit dated March 21, 2023 Figure 1: Rush Creek Reserve 3rd Addition vacation area City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-36 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENT IN RUSH CREEK RESERVE 3RD ADDITION (PID 23-119-23-420-103) (CITY FILE NO. 23-007) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of an easement vacation, and; WHEREAS, the applicant has requested vacation of the existing easements on property legally described as follows: Outlot C, RUSH CREEK RESERVE ADDITION, Hennepin County, Minnesota. WHEREAS, the Corcoran City Council reviewed the vacation at a duly called public hearing, and; WHEREAS, notice of the public hearing was mailed to all landowners of property directly abutting the area to be vacated and all utility companies serving the area, and; WHEREAS, notice of the public hearing was published in the official newspaper, and; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the Rush Creek Reserve 3rd Addition plat, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the vacation, subject to the following conditions: 1. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-36 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator Hennepin County Property Map Date: 4/18/2023 Comments: 1 inch = 200 feet Division in Process The displayed parcel boun dary may not be the actual boundarybecause th is prop erty is in the process of being dividedor replatted. PID: 23119234 20103ADDRESS: 52 Address Pendin g,Co rcoran 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 2023 OUTLOT C 1 2 3 4 5 2 3 4 5 6 7 8 9 1 2 3 OUTLOT B WAL NU T LANE XYLOIDAVE.SCALE IN FEET 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 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATURE: DATE LIC. NO. PROJ. NO. DRAWN SURVEY Minneapolis Office 733 Marquette Ave Suite 1000 Minneapolis, MN 55402 Phone: 612-712-2000 Website:www.stantec.com CORCORAN, MINNESOTA Easement Vacation DANIEL J. ROEBER MARCH 15, 2023 43133 193806154V601.dwg DJR 193806154 EASEMENT VACATION DESCRIPTION All the drainage and utility easements originally dedicated on the recorded plat of RUSH CREEK RESERVE SECOND ADDITION, Hennepin County, Minnesota, and now to be vacated, which lie within all of Outlot C, said plat. 2000100 Easement Vacation Area Page 1 of 6 STAFF REPORT Agenda Item: 8e. City Council Meeting: April 27, 2023 Prepared By: Kevin Shay through Kendra Lindahl Topic: Sketch Plan for Kariniemi Meadows at 23185 County Road 10 (city file 23-004) Action Required: Feedback Review Deadline: May 19, 2023 1. Request The applicant, Nate Kariniemi is requesting an opportunity to appear before the City Council to solicit informal comments on a revised sketch plan for a proposed subdivision of the western half of 23185 County Road 10 (Outlot A, Kariniemi Meadows) and the Wicht parcel to the south (PID 18-119- 23-11-0002 and 18-119-23-42- 0001). The proposal includes subdividing the property into six commercial lots on the west side of the site and two rural residential lots on the southwest side of the site, with a large outlot dividing the two uses proposed for the site. 2.Background Kariniemi Meadows received approval of a preliminary plat, variance and final plat for nine rural residential lots on the northeast side of the site in 2022. The previous concept reviewed by City Council on February 23, 2023 included three commercial lots and eight rural residential lots. Page 2 of 6 3. Analysis Sketch Plan The applicant has submitted a narrative and sketch plan detailing the proposed subdivision. The sketch plan shows two rural residential lots, six commercial lots and three outlots. The sketch plan process provides an opportunity for the applicant to get information from the City that can be incorporated into a formal development application. The next steps would be: 1. Application for Comprehensive Plan Amendment, Rezoning and Preliminary Plat 2. Application for Final Plat (and development contract) Comprehensive Plan Amendment and Rezoning The proposed land use and zoning for the site will require a change on the western portion of the site (the six commercial lots) from Rural/Ag Residential to Rural Service/Commercial for the land use and Rural Residential to Rural Commercial for the zoning. This is a policy change and the Council has a higher level of discretion when reviewing these types of applications. The proposed commercial land would abut commercial land on the north and the public works garage on the south/west. The change would allow additional commercial opportunities in the City. Subdivision Outlot A of the Kariniemi Meadows subdivision retained four development rights through the subdivision process. The Wicht parcel to the south has four existing development rights that can be used in the subdivision of the parcel. Therefore, the sketch plan has eight development rights that can be utilized. Six of the available development rights would be used for the six proposed commercial lots and two for the residential lots. This would use all available development rights for the properties and no further subdivision would be allowed until sewer and water became available. The plan shows three outlots. The City Code prohibits the creation of outlots without development rights, specifically: 1. Section 945.020, Subd. 8 of the Subdivision Ordinance says, “All remnants of land which are below the minimum lot size or which are otherwise unbuildable must be added to adjacent lots and shall not be platted as an unusable outlot or parcel.” 2. Section 1040.030, Subd. 7 of the Zoning Ordinance says, “No lots or outlots shall be allowed to be created without development rights, except when approved as part of an Open Space and Preservation (OS&P) Plat as allowed by Section 940 of the Subdivision Ordinance.” Page 3 of 6 The three outlots must be combined with the adjacent parcels if the subdivision proceeds. No lots without development rights shall be permitted. The sketch plan shows Outlot B (3.2 acres) separate from Lot 9 with a note “to be included” in the area of existing Lot 9 (5.8 acres) of Kariniemi Meadows. It is not clear what the purpose of the combination is as the property is separated from Lot 9 by the creek and would be difficult to access. Additionally, the new combined lot would have the trail easement running through the property. These types of circumstances do exist but are generally undesirable. Outlot B should either be shown as part of Lot 9 with the plat or be retained in Outlot A (which will be required to be platted with an adjacent lot). Staff notes that the existing accessory buildings on Lot 9 exceed the allowable square footage allowed by code and it appears that the combination would still result in more accessory building area than allowed on a 9.0-acre parcel. Lot Standards The sketch plan appears to show compliance with the RR and CR standards, which require the following minimum standards: RR CR (Rural Commercial) Minimum Lot Area 2 acres 2.5 acres Minimum Lot Width 200 feet 100 feet Minimum Lot Depth 300 feet 200 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet 100 feet Front, From all other streets 50 feet 50 feet Front Porch (≤ 120 square feet) 40 feet n/a Side 25 feet 20 feet Rear 25 feet 20 feet Adjacent to Residential n/a 50 feet Maximum Principal Building Height 35 feet 35 feet Maximum Impervious Surface Coverage n/a 50% Shoreland The shoreland overlay district for Rush Creek applies to the area within 300 feet of the ordinary high-water level of Rush Creek or the landward extent of floodplain of the river, whichever is greater. The boundary of the shoreland overlay is indicated on the plans. The boundary of the shoreland may change if the floodplain associated with Rush Creek Page 4 of 6 is revised. This is discussed in the engineer’s memo. The shoreland standards for setbacks and impervious affect Lots 1-3, Block 1, Lots 1-2, Block 2 and Lots 1-2, Block 3. The shoreland standards for building height affect Lots 1-2, Block 3. Floodplain The site includes a large area of floodplain and the plans indicate the boundary of the 100-year flood area. As part of a formal submittal, the plans will need to indicate the areas that are considered floodway, flood fringe and general floodplain as defined in Section 1050.030 Subd. 3. Based on the revised boundaries of the districts covering the property, the corresponding standards from Section 1050.030 shall apply. Transportation/Access The applicant is proposing that both residential lots access off Larsen Road. The applicant is proposing that the six commercial lots share access with the public works facility via a new public roadway constructed to access from County Road 19. This revision from the previous concept to include a public street is consistent with the feedback from city staff and Hennepin County staff. The Subdivision Ordinance limits blocks length to 1320 feet; however, cul-de-sacs may exceed 1,320 feet when necessary due to topography, configuration or other special standards. In this case the existing creeks/ditches on this site prohibit the addition of street connections to break up the block. Staff supports the cul-de-sac length as proposed. Public safety reviewed the application and recommended that one of the following three strategies be incorporated into plans when they move forward: • A roadway width of at least 32’. • A bump-out provided on the west side of the road where Outlot C is proposed. • Expanded cul-de-sac beyond the typical City standard. Page 5 of 6 Trails and Sidewalks There is an existing on-road trail in the County Road 19 right-of-way and this trail is separated from the street by a landscaped boulevard. The 2040 Comprehensive Plan has a proposed on- road trail shown along the northern boundary of this property on the south side of County Road 10. The County has requested a 10-foot trail easement beyond the right-of-way be included for the on-road trail. The Parks and Trails Plan map in the 2040 Comprehensive Plan identifies a proposed off- road trail that runs along the Rush Creek corridor. A proposed off-road trail was shown along the western side of Rush Creek and along the southern boundary of the plat with the Kariniemi Meadows development. No trail easement was dedicated at the time of the plat as City Engineer requested that the trail be field located to avoid wetland and floodplain impacts. A future trail connection along the northern portion of the property connecting to County Road 19 was identified as part of future phases. The Parks and Trails Commission reviewed the trail with the Kariniemi Meadows plat and recommended a natural trail (mowed grass or wood chips) rather than a paved trail to minimize the impact to the floodplain. If this project moves forward, the new plan will be forwarded to the Commission for feedback. The Council could also provide feedback at this time. Due to the inclusion of the Wicht property to the south, City staff is recommending the southern connection to County Road 19 (shown in blue) that was required with Kariniemi Meadows be revised to follow Rush Creek (shown in red). Additionally, the northern connection would be required with the development of the commercial lots. The Kariniemi Meadows plat required dedication of a trail easement, but the easement has not yet been recorded because we will field locate the trail in the spring/summer. With this plat, we would recommend the additional northern trail connection be provided and all trail easements be field located and dedicated through the subdivision process. Previous Plat New trail alignment Page 6 of 6 City policy is to require an 8-ft. wide trail in a 20-ft wide easement for off-road trails and give credit for the net area (gross area minus wetlands and areas below the 100-year ordinary high water elevation) of off-road trails shown in the Comprehensive Plan. The trail easement is located almost entirely within the floodplain and the majority of the current easement location will not qualify for park dedication. Utilities The entire site is located outside the MUSA and will be served with well and septic. Ponding Stormwater ponding will need to be provided on site in compliance with local and state requirements. Wetlands There are a number of wetlands on site. The applicant will need to show the wetland buffer and setback requirements in compliance with Section 1050.010 of the Zoning Ordinance. 4. Recommendation Staff recommends that the City Council review and discuss the sketch plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments 1. Site Location Map 2. Sketch Plan dated March 20, 2023 3. Applicant’s Narrative dated March 20, 2023 4. Public Safety memo dated April 5, 2023 5. City Engineer’s Memo dated April 19, 2023 6. Hennepin County comments dated February 14, 2023 7. Official Zoning Map 8. 2040 Future Land Use 9. Parks and Trails Plan Hennepin County Property Map Date: 2/16/2023 Comments: 1 inch = 1,600 feet Division in Process The displayed parcel boun dary may not be the actual boundarybecause th is prop erty is in the process of being dividedor replatted. PID: 18119231 30002ADDRESS: 52 Address Pendin g,Co rcoran 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 2023 COUNTY ROAD 10 COUNTY ROAD 19LARSEN ROAD RUSH CREEKOUTLOT A 2 1 3 ELLERY LANEGARRISON ROAD GARRISON LANECOUNTY ROAD 19OUTLOT B 2 1 4 3 2 1 OUTLOT C1 2 PROPOSED ROAD1-23-23 Nathan Kariniemi T.J.B.1" = 200'P.E.O.Project No. Revised:Checked By: Requested By: Date:Drawn By:Scale: Engineers & Land Surveyors, Inc. 9 West Division StreetBuffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 www.ottoassociates.comdenotes 1/2 inch by 14 inch iron pipe set and marked by License #40062 denotes iron monument found N Feet 0 200 400 N Vicinity Map Concept Plan This message was sent from outside of the organization. Please do not click links or open attachments unless yourecognize the source of this email and know the content is safe. From:Dwight Klingbeil To:Kevin Mattson; Hegland, Steven; Kent C. Torve Cc:Natalie Davis; Kendra Lindahl, AICP Subject:Fw: Updated Concept Plan Date:Tuesday, March 21, 2023 8:47:26 AM Attachments:Outlook-j3m1hidc.png 23-0104 CONCEPT PLAN 3-6-23.pdf Hi all, Attached is the updated concept plan from Nate, along with a supplemental narrative (see original email). We would appreciate it if comments were returned by April 7th. Thanks, Dwight Klingbeil Planning Technician Direct: 763-338-9290 From: Nate Kariniemi <natekariniemi.1@gmail.com> Sent: Monday, March 20, 2023 2:13 PM To: Natalie Davis <ndavis@corcoranmn.gov>; Paul Otto <paul@ottoassociates.com> Subject: Updated Concept Plan Natalie - this is the additional narrative that supplements the previous concept: Based on council and county feedback we propose a modified concept with the following key differences: 1) Extending a city road to the south extremity up to the border of the 38 acre Wicht parcel; 2) Create 6 commercial lots and 2 large residential lots (which add some buffer between the commercial zone and existing residential area; 3) Eliminate the county road 19 access point, which may be beneficial to the neighbor across CR 19. Elimination of a county road access and no headlights pointing toward neighbors are a benefit of this concept. 4) Keep the trail concept along Rush Creek. Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@corcoranmn.gov / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: April 11, 2023 Re: City File 23-004 Kariniemi-Wicht Sketch Plan A Public Safety plan review meeting was held on February 5, 2023. The following were in attendance: Public Safety Director Gottschalk, Lieutenant Ryan Burns, Planner Davis McKeown, Fire Chief Feist, Fire Chief Leuer, Fire Chief Malewicki, and Construction Services Specialist Pritchard. The comments below are based on the preliminary review of the concept plans received by the City on March 20, 2023 and are intended as initial feedback as further plan review will need to be completed as construction plans becomes available. 1. It is recommended that the public street proposed to the east of the Public Works building be designed to accommodate two-way fire vehicle traffic and parking during a rural fire fighting situation. Public Safety recommends at least one of the following three strategies be incorporated in the final plans: • A roadway width of at least 32’. • A bump-out provided on the west side of the road where Outlot C is proposed. • Expanded cul-de-sac beyond the typical City standard. 2. Fire protection, including water supply, will be required and will vary depending on the occupancy of the building, square footage, etc. 3. Additional comments are expected when individual site plans are submitted to the City for approval. Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE City Engineer Steve Hegland, PE Project: Kariniemi-Wicht Concept Review Date: April 19th, 2023 Exhibits: This Memorandum is based on a review of the following documents for the two rural residential and six commercial lots: • Concept Plan Kariniemi, updated 3-6-23. Comments: General: 1. In addition to engineering related comments, plans are subject to additional planning, zoning, land use, Public Safety and other applicable codes of the City of Corcoran. 2. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 3. A small feasibility study is recommended to review CR 19 access location for the commercial lots, Public Works two access points to the new City street, Larsen Road existing conditions and potential improvements and site stormwater regional pond opportunities. Plat: 4. Plans shall show all drainage and utility (D&U) easements per City Code. 5. D&U easements shall be provided over the 100-year floodplain, delineated wetlands, and the wetland buffers. a. Easement should cover the upstream floodplain elevation and provide elevation label on construction plans for future use in building permit review. 6. Remove the ROW shown of the Proposed Road that is on Public Works property. 7. CR 19 ROW dedication will be reviewed by Hennepin County. 8. Lot 9 of Kariniemi Meadows shall be included in this plat due to the inclusion of Outlot B. Transportation 9. Hennepin County is responsible for approving the access location along CR 19 for the development entrance. It is anticipated that the County would require the consolidation of the existing Public Works entrance with the new public street for the six commercial lots. Applicant shall be responsible for the construction of the new street and the Public Works facility would connect to the new City street. 10. All rural commercial parking areas shall have concrete curbing and a paved surface. Ribbon curb is acceptable. April 19, 2023 Kariniemi-Wicht Concept Review Kevin Mattson Page 2 of 3 11. All roadways shall be constructed in accordance with City standards. A “T” intersection at Lots 2 and 3 of Block 1 may be preferable to shorten the distance of the long cul de sac. Turn radius may be required to be increased to accommodate trucking. 12. Larsen Road will likely need to be improved with this development. The limits and degree of roadway improvements would be reviewed at the time of the feasibility study. Site Plans 13. Utilize Commercial Road section from standard plates with curb and gutter. City Engineering standards may be updated and incorporated into final drawings that may affect ROW and street section. 14. Street lighting locations shall be reviewed by Public Safety and final lighting locations shall be determined at the time of Final Plat. 15. The six commercial lots will require an individual grading plan showing easements and well/septic setbacks for use at building permit approval. 16. A low maintenance trail was approved with the Kariniemi Meadows development. Final alignment and connection to CR 19 trail to be coordinated with City. Stormwater/ Drainage/Erosion Control 17. No ponds or filtration basins are shown, however similar rural commercial developments use approximately 5% to 7% of buildable land area for stormwater management due to heavy soils. The systems are privately owned and shall conform to the City Stormwater Guidelines and Elm Creek Watershed Management Commission Standards. Applicant could consider regional pond planning to minimize the number of pond areas and maximizing buildable areas. 18. An erosion control plan (SWPPP) shall be required for construction. 19. Stormwater area charge may be in place by final plat. Water / Sewer No City water or sewer is available in the vicinity of this development. 20. All private wells are permitted by the MDH. 21. All private septic systems are permitted by Hennepin County, two sites per lot need to be shown. End of Comments April 19, 2023 Kariniemi-Wicht Concept Review Kevin Mattson Page 3 of 3 From:Kendra Lindahl, AICP To:Kevin Shay, AICP Subject:Fwd: Corcoran - CSAH 19 - Kariniemi Meadows Date:Tuesday, February 14, 2023 10:33:29 AM Attachments:23-0104 CONCEPT PLAN 1-23-23.pdf Kendra Lindahl, AICP Landform From: KC Atkins <KC.Atkins@hennepin.us> Sent: Tuesday, February 14, 2023 9:06:24 AM To: Kendra Lindahl, AICP <KLindahl@landform.net> Cc: Transportation.Plats <Transportation.Plats@hennepin.us>; Dan Patterson <Dan.Patterson@hennepin.us>; Michael D Olmstead <Michael.Olmstead@hennepin.us> Subject: Corcoran - CSAH 19 - Kariniemi Meadows Good morning Kendra, The developer for Kariniemi Meadows reached out to county staff in late January/early February to discuss the attached concept plan in Corcoran. County staff were able to connect with him via Teams on Friday, February 10th to discuss his plans further. We appreciate him connecting early to review concepts along CSAH 19. County staff have the following comments for the city’s consideration: 1. County staff prefer access off of local streets and not county roads due to access spacing and safety concerns 2. As previously agreed upon, access is preferred to be shared with the Corcoran Public Works driveway and turn lanes may be needed at this location due to development 3. The planned use of the 12.8 acres on Parcel 3 along CSAH 19 will impact access recommendations from the county. a. County staff do not prefer an access off of CSAH 19, but recognize there are tradeoffs b. Land use at this location will matter. A single family home with access off of CSAH 19 is very different from a commercial property where we would expect larger vehicles and more volumes of people driving using the access. Understanding this use will help us better determine whether we permit access here or not and whether turn lanes may be required. c. Generally, access is preferred to route to the Public Works driveway to maintain desirable access spacing along CSAH 19 as Corcoran continues to grow 4. County staff support the residential access off of Larsen Road as shown Please let us know if you have any questions or wish to discuss this property further. Thank you, KC KC Atkins, P.E. Senior Professional Engineer | she/her/hersPublic Works – Transportation Planning Hennepin County Public Works |1600 Prairie Drive | Medina, MN 55340Office: 612-596-0354KC.Atkins@hennepin.us| hennepin.us Disclaimer: If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly permanently delete this message from your computer system. !!!!!!!!!!!!!! !!!!!!!!!!!!!!! ! !!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!! !!!!!!!!! ! !!! !!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!! ! ! !!! ! ! ! ! ! ! !!!!! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!!!!!!! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!! ! ! !! ! ! ! ! !!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 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City Council Meeting: April 27, 2023 Prepared By: Chris Hong through Kendra Lindahl, AICP Topic: Buffer Yard Ordinance (City file 22-034) Action Required: Approval 1.Description of request Consider approval of a Zoning Ordinance amendment to Section 1060.070 regarding landscaping to include requirements for buffer yards. 2.Planning Commission Review The Planning Commission held a public hearing on this item at their April 6, 2023 meeting. One resident spoke at the public hearing. The Commission voted 3-0 to recommend approval with three recommended changes. 1.Change penalty for buffer yard violations from misdemeanor to petty misdemeanor 2.Require plantings to be native or compatible with native plantings 3.Allow tall native grasses to be planted in lieu of shrubs Staff has prepared a resolution for approval incorporating the second and third Planning Commission recommended changes. The draft does not include the first recommended change. The ordinance, as written, states that those who violate buffer yard requirements may be charged with a misdemeanor. Following the Planning Commission meeting, staff conferred with the City Attorney who advised against the Planning Commission recommendation to change this to a petty misdemeanor. If convicted of a misdemeanor the penalty includes jail time, a fine or both. Keeping the penalty for violations as a misdemeanor incentivizes the landowner to work with the City to ensure compliance with the code and avoid jail time and fines. However, if charged with a petty misdemeanor, a landowner could choose to pay a relatively small fee rather than bring the site into compliance. The City’s goal is to ensure compliance with the code and the City Attorney believes that is easier to secure as the ordinance is currently drafted. 3.Background The Council held a work session on May 12, 2022 to review the 2022 Council work plan and priorities related to natural resource ordinance updates. They discussed how buffer yard requirements would be applied, what the standards would be and how to equitably Page 2 of 7 apply it as land develops and redevelops. The Council directed staff to bring back buffer yard requirements from other municipalities to see what options are available. Staff reviewed buffer yard ordinances from six cities: Maple Grove, Medina, Plymouth, Ramsey, Rochester and Rogers as well as landscaped buffer best practices from the American Planning Association. In order to compare specific standards and requirements, staff chose to look at the ordinances that were the most clear-cut: Medina, Ramsey and Rochester. The Council held a work session on October 27, 2022 to discuss the pertinent questions that arose from staff’s research. These included how the buffer yard requirements would be determined, what the standards of the buffer yards would be and who would own and manage them. Staff prepared a revised ordinance to reflect the Council direction. The Council held a work session on January 26, 2023 to review the draft buffer ordinance written by staff. The council suggested changes to the draft ordinance and requested that staff conduct additional research on how other municipalities implement and enforce buffer yard requirements. The Council held a work session on February 23, 2023 to review the revised draft buffer ordinance written by staff. The council requested some final changes and directed staff to schedule a public hearing at the April 6th Planning Commission meeting. 4. Analysis A buffer yard is a landscaped area along lot lines provided to separate or buffer adjacent land uses. In addition to plantings, a buffer yard can also include berms and/or fencing depending on the requirements of the City. Depending on the intent behind a municipality’s buffer yard ordinance, its purpose can be to create a visual obstruction, a physical barrier from negative externalities or a natural transition between land uses. Section 1060.070 describes the existing landscape standards, including screening and buffering. Staff recommends adding the new buffer standards to this section as Section 1060.070, Subd. 2.J.1. The key issues of discussion at Council work sessions were: • Application (what developments do buffer yard requirements apply to) • Ownership of the buffer yard (landowner vs. third part ownership) • Basis for the buffer yard requirements (land use vs. zoning) • Buffer yard standards • Permitted uses within the buffer yard • Implementation and enforcement of the requirements Application Page 3 of 7 Existing language in the landscaping ordinance (Section 1060.070 Subd. 2) details who is subject to landscaping requirements. Prior to approval of a building permit, all semi-public, non-residence uses, and residential developments of four units or more, shall be subject to a mandatory landscape plan and specification requirements. Residential developments of less than 4 units shall not require a landscape plan but shall be required to install a minimum number of trees as outlined in this Section, item G. Because the buffer yard requirements are within the landscaping ordinance, they only apply to semi-public, non-residence uses and residential developments of four units or more. This is to ensure that individual residential lots are not burdened by the buffer yard requirements. Furthermore, the Council added language to exempt existing development from these standards as long as there is no change in use or building expansion. Ownership There are three main options for the ownership of the buffer zone: 1. ownership by the landowner with the buffer zone, 2. joint ownership with between the landowner and the adjacent landowner or 3. ownership through a third party such as a Homeowners Association (HOA). All three options create challenges that the City must consider when creating the ordinance. The option of leaving ownership in the hands of the landowner is seemingly the simplest approach, but over time the owner of the newly created lot may wish to remove trees in the buffer area and it would be the responsibility of the City to require restoration or maintenance of trees on private property. Staff at the City of Ramsey has indicated that they have been challenged by residents asserting their property rights on the single family home lots. Joint ownership would require the developer and the adjacent existing landowner(s) to ensure maintenance together. Staff believes that it could be challenging to set up the initial agreement and more challenging to handle maintenance and potential disputes over time. Staff did not recommend approval of this option. Transferring buffer yard ownership to a third party works well for multi-family or commercial/industrial developments where an association is typically created to maintain common areas. The buffer would be located in a common area (an outlot or common lot) that would be maintained by an association. This, however, is much more challenging in a single family neighborhood. Many new single family neighborhoods are developed without Homeowners Associations. Therefore, this would necessitate the creation of an association to maintain the buffer and the buffer does not benefit all homeowners in the development but rather benefits adjacent property owners. The HOA could choose not to maintain the area and the City would need to come in and do Page 4 of 7 maintenance and then assess it back to the HOA. The HOA could allow the property to go tax forfeit if there is no benefit to the larger association and the City could choose to acquire and maintain the property. Moving the buffer yard into separate ownership may also mean allowing for smaller lot sizes to accommodate them or increasing the amount of land that is required to be undeveloped on a residential lot, which would require a larger lot adjacent to the buffer. In either scenario, the overall residential density (number of dwelling units per gross acre) is reduced. The low density residential land use category requires 3-5 units per net acre. It is theoretically possible to meet the minimum density goals under the existing RSF-2 zoning district standards. However, if lots are required to be larger to accommodate the buffer yard and retain a usable back yard, the lot sizes in the remainder of the neighborhood will likely need to be reduced. That could be accommodated through a PUD or by modifying the zoning district standards to allow compliance with a standard plat. The Council decided that they prefer flexibility in the ownership of the buffer yard. The ordinance allows the ownership to stay in the hands of the original developer or be transferred to a third party as long as maintenance of the buffer yard is maintained by a restrictive easement and covenants. The draft ordinance would allow the buffer to be a separate outlot or an easement over the affected parcels. Basis for Buffer Yard Requirements When deciding when to require buffer yards, we must decide whether to categorize future developments by the land on which they are zoned or by the proposed land use. In Medina and Ramsey, proposed development in a district that is zoned “more intensive” than the adjacent zoning district of an established development will require a buffer yard. In the City of Rochester, the intensity of the proposed and the existing adjacent development are categorized in 11 “buffer yard indicators”. The indicators take into account both the land use and the zoning district of the development. The Council directed staff to use zoning districts rather than the land use designation to determine the buffer yard requirements. A “Determination of Buffering Level” table was created in the ordinance, which pairs the zoning of the proposed development with the zoning of the existing adjacent neighborhood to determine the buffer yard requirement. It also identifies the level of buffering required, which is classified into four buffer yard classes. The buffer yard ordinances in our research had similar tables to illustrate the requirements. Buffer Yard Standards The City must also consider how complicated they wish to make the buffer yard standards. Medina has five options defined by their opacity level. The required opacity level can be achieved through a combination of yard width, planting “points,” and structures (such as a berm of fence). When proposed residential developments are Page 5 of 7 adjacent to residential zoned land, the City of Ramsey defines buffer yard requirements with four transition levels that are achieved with a vegetative buffer. A less dense vegetative buffer can be used if a berm is also built. The vegetative buffer requires overstory, understory and evergreen plantings and a minimum buffer width. When the proposed development is not residential, the buffer yard requirement is defined by the minimum width and the percentage of the total required site landscaping. This must be in addition to the required plantings for the zoning district. The City of Rochester has 11 buffer yard classes, the requirements of which must be met through a combination of yard width, canopy plantings, understory plantings, shrubs, and structures. This feels overly complicated for a city the size of Corcoran. The Council expressed a desire to provide options for developers to use to meet the intended buffer in each class. Developers are allowed different combinations of buffer yard width, overstory trees, understory trees, shrubs and a berm or fence. The “Buffer Yard Options” table in the ordinance provides the permitted combinations. At the recommendation of the Planning Commission, where a buffer yard must include shrubs, the requirement may also be met with tall native prairie plantings. If a combination of shrubs and tall native prairie plantings is desired, the City must approve its layout in the landscape plan. The Planning Commission also recommended that a stipulation be added that buffer yard plantings must be either native or naturalized plants approved by City Council. Naturalized plants are defined in the ordinance as “plant species that grow and reproduce outside their native homelands, with little to no effect on their new environment.” Developers are also given the option to use natural features such as existing topographical features, water bodies and roadways in place of some of the buffer yard requirements. The ordinance gives the City Council discretion on whether or not these features will qualify. Permitted Uses In order to achieve the desired effect of the buffers, Council had to consider what uses would be permitted within them. If the purpose of the buffer yard is to lessen the impact of incompatible land uses, it follows that permitted uses should include those that create no negative outside impact. This might include seating, paved and unpaved paths, stormwater facilities and utility boxes. If, instead, the purpose is to create an aesthetically pleasing visual screen, stormwater facilities, utilities and other such structures can be restricted. If the purpose is to create a natural-looking space, uses can include stormwater facilities but not include utilities, paved surfaces or structures. To maintain a natural aesthetic to the buffer yards, the Council recommended that the permitted uses be restricted to temporary structures such as benches. Recreational structures, raised bed gardens and storage sheds are not permitted. Up to ten feet of the length of a stormwater pond may encroach in a buffer yard but are otherwise not permitted. Page 6 of 7 Implementation and Enforcement In Medina and Ramsey, there is inconsistency between implementation and enforcement requirements as stated in the Code and what occurs in practice. Medina’s City Code does not explicitly state that the buffer yard is required to be managed by a homeowner’s association. Ramsey’s Code only states that the buffer yard be in “common ownership” without stating how that occurs. Planners in both cities remarked that enforcement is an ongoing challenge. The planner in Rochester could not recall a time when a buffer yard was impacted but noted that it would be treated as a zoning violation if that happened. The ordinance requires an easement to protect the buffer to be drafted and recorded against the property. The attached easement example from Ramsey could serve as a model for a Corcoran template. If the ordinance is adopted by the Council, staff will work with the City attorney to create a template. Example To demonstrate what the application of the draft ordinance may look like, we have included an exhibit (Attachment 4). This illustrates how the Hope Community Church development concept plan would need to be revised to allow for the required buffer yards along the north and west edges of the development (the east and west perimeter abuts major roadways and is exempt from the buffer ordinance, but subject to the larger major roadway setbacks). The existing cemetery is exempt from the buffer ordinance by Section 1060.070 J.1.b.iii. Summary Staff recommends approval of the ordinance amendment which incorporates the second and third recommendations made by the Planning Commission. However, if the Council wishes to reduce the penalty as recommended by the Planning Commission, the Council should modify as follows: k. Enforcement. Any person, firm, or corporation who violates any provision of this code for which another penalty is not specifically provided, shall, upon conviction, be guilty of a petty misdemeanor. The penalty for any crime that is a petty misdemeanor under this code, including Minnesota Statutes specifically adopted by reference, shall be identical to the penalty enumerated in MN Stat. §609.02, Subd. 4a, as amended from time to time. 5. Requested Action Move to adopt the following: a. Ordinance 2023-483 approving an Amendment to Section 1060.070 b. Resolution 2023-32 approving Findings of Fact for the Ordinance Amendment c. Summary Ordinance 2023-484 Page 7 of 7 Attachments 1. Ordinance 2023-483 approving an Amendment to Section 1060.070 2. Resolution 2023-32 approving Findings of Fact for the Ordinance Amendment 3. Summary Ordinance 2023-484 4. City of Ramsey Buffer Yard Easement 5. Hope Community Church concept plan with required buffer yards City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 Motion By: Seconded By: AN ORDINANCE AMENDING THE TEXT OF SECTION 1060.070 OF TITLE 10 OF THE CORCORAN CITY CODE (ZONING ORDINANCE) (CITY FILE 22-034) THE CITY OF CORCORAN ORDAINS: SECTION 1. Amendment of the City Code. The text of Chapter 1060.070 Subd. 2 D. of the Zoning Ordinance of the Corcoran City Code is hereby amended by adding the underlined material as follows: D. Minimum Size Requirements. All plants must at least equal the following minimum size: Table 1 – Minimum Plant Size Requirements Potted/Bare Root or Balled and Burlapped Shade Trees (overstory) 2.5-inch diameter Ornamental Trees (understory) 1.5-inch diameter Evergreen Trees (overstory) 4-6 feet high Tall Shrubs and Hedge Material (deciduous or coniferous) 3-4 feet high Low Shrubs (deciduous) 5 gallon SECTION 2. Amendment of the City Code. The text of Chapter 1060.070 Subd. 2 G. of the Zoning Ordinance of the Corcoran City Code is hereby amended by deleting the stricken material and adding the underlined material as follows: G. Number of TreesPlantings. The minimum number of trees plantings on any given site shall be as follows: SECTION 3. Amendment of the City Code. The text of Chapter 1060.070 Subd. 2 J. of the Zoning Ordinance of the Corcoran City Code is hereby amended by deleting the stricken material and adding the underlined material as follows: J. Required Screening and Buffering. 1. Buffer Yards. a. Definition. For the purpose of this Section, a buffer yard shall be a land area containing landscaping, berms, fences, or some combination thereof used to promote orderly transition between developments and to minimize the adverse impacts of differing land uses. Buffer yards shall be preserved in perpetuity by an easement or an outlot. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 b. Required Buffer Yard. A buffer yard shall be required when a developing property is adjacent to or across a local street from property in a less intensive zoning district. i. The buffer yard standards only apply to the parcels abutting the conflicting zoning district. ii. Parcels within the same development are not required to adhere to the buffer yard requirements. The buffer yard requirement applies only to the perimeter of the development. iii. A buffer yard shall not be required for new developments adjacent to or across a local street from a permanently undevelopable parcel, such as an outlot for stormwater ponds, but shall be required adjacent to outlots that may be developed in the future. iv. A buffer yard shall not be required for existing developed parcels if they are replatted as long as there is no change in use or building expansion. c. Responsibility. Provision of buffer yards shall be the responsibility of the more intensive use and shall be required at the time of development. d. Location of Buffer Yard. Buffer yards, when required, shall be located on the outer perimeter of a lot or parcel, extending to the lot or parcel boundary line. i. Buffer yards shall not be located on any portion of an existing or dedicated public right-of-way or private street easement, unless otherwise specified by this ordinance. ii. Buffer yards may be located within required yard setbacks. Structures must comply with both the setbacks in the zoning district and the buffer yard requirements. e. Determination of Buffering Level. This subsection applies to proposed developments that are adjacent to an existing residential neighborhood. Matching the development to the adjacent existing neighborhood in the following chart determines the level of buffering required. i. If the proposed development is in a PUD zoning district, the underlying zoning district used to establish the PUD shall be used to determine the buffering level. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 ii. A buffer level of “X” denotes a buffer yard is not required. iii. Perimeter Setback. For a buffer yard requirement noted with an asterisk (*) in Table 2, the development is required to maintain side and rear setbacks equivalent to the rear setback requirement. No additional buffer plantings are required in the setback. Table 2 – Determination of Buffering Level Proposed Development Zoning District UR RR RSF-1 RSF-2 RSF-3 RMF1 MP TCR PI C2 BP, I-1 Zoning of Existing Neighborhood UR * X A A B C C D D D D RR X * A A B C C D D D D RSF-1 X X * A A B B C C C D RSF-2 X X X * A B B C C C D RSF-3 X X X X * A B B B B C RMF1 X X X X X * A B B B C MP X X X X X X * B B B B 1 Zoning district RMF includes RMF-1, RMF-2, and RMF-3 2 Zoning district C includes DMU, GMU, CR, C-1, and C-2 f. Options for Buffer Yard Classes. The following table is used to list appropriate landscape buffer options to fulfill the requirements of the buffer yard classes in Table 2 of this Section. Proposed alternatives must be approved by City Council. Table 3 – Buffer Yard Options Buffer Yard Class Width Overstory Plantings1 Understory Plantings1 Shrubs or Tall Native Prairie Plantings1 2 Structures3 A4 10 feet 1 2 0 None 15 feet 1 1.5 0 None 20 feet 0.5 1.25 0 None B 10 feet 1 4 6 Minimum 4-foot fence 20 feet 3 6 9 None 20 feet 1 2 3 Minimum 4-foot fence 30 feet 2 4 12 None 30 feet 1 2 4 Minimum 4-foot berm C 20 feet 3 3 12 Minimum 4-foot fence 30 feet 2 2 9 Minimum 4-foot fence 30 feet 4 6 24 None 40 feet 3 4 18 None 40 feet 2 2 12 Minimum 4-foot berm D 30 feet 6 9 36 Minimum 6-foot fence 40 feet 4 6 24 Minimum 6-foot fence City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 40 feet 8 12 24 None 50 feet 6 9 18 None 50 feet 3 4 9 Minimum 6-foot berm 1 per 100 feet of distance 2 Requirement must be met by shrubs, tall native prairie plantings, or a combination deemed acceptable by the City 3 Fences are subject to requirements in Section 1060.080 4 A local road fulfills the Buffer Yard Class A requirement g. Planting Requirements. i. All plantings shall be subject to the size and spacing requirements in Subd. 2(D) and 2(E) of this Section. ii. Plantings used to meet the buffer yard requirement shall be native or naturalized species approved by City Council. Naturalized plants are defined as plant species that grow and reproduce outside their native homelands, with little to no effect on their new environment. h. Natural Buffers. Any of the following buffers may qualify as an acceptable method of attainment for transitioning (in whole or in part) if deemed acceptable by City Council: i. Existing topographical features on vacant lands such as hills and swales. ii. Wetlands, lakes, rivers and streams. iii. Major Roadways. Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2040 Roadway Functional Classification map in the 2040 Comprehensive Plan. iv. Local Roads as shown on the as shown on the 2040 Roadway Functional Classification map in the 2040 Comprehensive Plan may fulfill the Buffer Yard Class A requirement. v. Existing wooded areas. i. Use of buffer yards. Buffer yards shall be left in a predominantly undeveloped state. i. Plantings in addition to those required by this ordinance are permitted. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 ii. No passive recreation, paths, storage containers, lighting fixtures, raised planting beds or any permanent structures shall be allowed. iii. Temporary structures such as benches shall be allowed. iv. Paving shall be limited to areas necessary to provide access to the subject property. v. Stormwater ponds and bio-retention ponds are allowed in perimeter setbacks. They are allowed to encroach a maximum of 10 feet into required buffer yards. j. Ownership of Buffer Yards. Ownership of the buffer yard will vary depending on whether it is an outlot or an easement. i. Buffer yards shall remain in the ownership of the original developer, or they shall be transferred to any consenting grantees, such as adjoining landowners, a homeowners association, or an open-space or conservation group, subject to City approval. ii. Any such conveyance must adequately guarantee the establishment, maintenance, and protection of the buffer yard for its intended purpose in perpetuity. iii. Easements protecting the buffer shall be recorded against the property and filed at Hennepin County. k. Enforcement. Any person, firm, or corporation who violates any provision of this code for which another penalty is not specifically provided, shall, upon conviction, be guilty of a misdemeanor. The penalty for any crime that is a misdemeanor under this code, including Minnesota Statutes specifically adopted by reference, shall be identical to the penalty enumerated in MN Stat. §609.02, Subd. 3, as amended from time to time. SECTION 4. Amendment of the City Code. The text of Chapter 1060.070 Subd. 2. J. 2. b. of the Zoning Ordinance of the Corcoran City Code is hereby amended by adding the underlined material as follows: b. Fences or walls may be used in conjunction with landscaping to provide screening. When required for screening, a 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. City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-483 SECTION 5. Effective Date. This Ordinance shall be in full force and effect upon its adoption. ADOPTED by the City Council on the 27th day of April 2023. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran April 27, 2023 County of Hennepin State of Minnesota RESOLUTION NO. 2023-32 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING FINDINGS OF FACT FOR AN ORDINANCE AMENDING THE TEXT OF SECTION 1060.070 OF TITLE 10 OF THE CORCORAN CITY CODE (ZONING ORDINANCE) (CITY FILE 22-034) WHEREAS, the City of Corcoran has proposed an amendment to the landscaping standards related to buffer yard requirements; and WHEREAS, the Planning Commission has reviewed the proposed text amendment at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the amendment based upon the finding that: 1. The proposed amendment would be consistent with State law and the City’s Comprehensive Plan, and compatible with other provisions of the City Code. 2. The proposed amendment provides landscaping options to separate or buffer land uses while maintaining the rural character of the City. 3. The proposed amendment is consistent with the screening standards in other sections of the City Code, which require a landscaping zone in certain zoning districts. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator City of Corcoran April 27, 2023 County of Hennepin State of Minnesota ORDINANCE NO. 2023-484 Page 1 of 1 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2023-483 AN ORDINANCE AMENDING THE TEXT OF SECTION 1060.070 OF TITLE 10 OF THE CORCORAN CITY CODE (ZONING ORDINANCE) (CITY FILE NO. 22-034) The text of Section 1060.070 of Title 10 of the City Code of the City of Corcoran, Minnesota, is hereby amended to regulate buffer yards. A printed copy of the entire amendment is available for inspection by any person at City Hall during the City Clerk’s regular office hours. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Administrator URBAN RESER V E URBAN RESERVE URBAN RESERVEBUSINESS DISTRICTGENERAL MIXED USE RSF-1URBAN RESERVEURBAN RESERVERMF-2PONDFILTRATION PONDBUFFER CLASS C:20- TO 40-FOOT BUFFERshown here as 30 feetBUFFER CLASS D:30- TO 50-FOOT BUFFERshown here as 40 feetGMUGMUPIFUTURE CEMETERYFILTRATION PONDEXISTING WETLAND14 STAFF REPORT Agenda Item: 9a. Council Meeting: April 27, 2023 Prepared By: Michelle Friedrich Topic: Commission Appointments Action Required: Appointment Summary: The City accepted a notice of resignation from Sharon Meister of the Parks and Trails Commission effective February 28, 2023. The council recognized Sharon Meister for her years of service on the Parks and Trails Commissions and declared a seat vacancy on March 9, 2023. The commission vacancy was advertised, and applications were accepted through April 13. Two applications were submitted for the Parks and Trails Commission. Mayor McKee and Councilor Schultz consist of the commission appointment subcommittee for this appointment. The subcomittee is reviewing the application(s) and will attempt to reach out to candidates prior to the Council meeting on April 27. The subcomittee may recommend appointment if candidates can be reached, or may consider tabling appointment to a future meeting. Financial/Budget: Parks and Trails Commission members serve without compensation. Options: 1.Appoint an individual to the Parks and Trails Commission as recommended by the commission appointment subcommittee. Recommendation: Staff recommend reviewing application(s) and appoint if applicable. Council Action: Consider a motion to appoint an individual to the Parks and Trails Commission. Attachments: 1.Application for Parks and Trails Commission – Georgia Begin 2.Application for Parks and Trails Commission – Gary Erzberger CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us COMMISSIONS APPLICATION Please indicate by order which of the following you are interested in (1,2,3, etc.): ________ Parks and Trails Commission Meets the 3rd Tuesday of the month at 7:00 p.m. - City Hall ________ Planning Commission Meets the 1st Thursday of the month at 7:00 PM - City Hall ________ Watershed Commission Meets the 2nd Wednesday of the month, 11:30 AM – Maple Grove City Hall ________ Other ________ We welcome you as an applicant for one of the City’s commissions. Residents of Corcoran are eligible for nomination to any of the City’s commissions as established by the City Council. Please complete the following information, attach extra sheets if necessary, and return. Accommodations will be provided, upon request, to allow individuals with disabilities to participate in the application process. DATA PRACTICES ADVISORY We are required to provide the following information to you. Under Minnesota law, your name and home address are public information, which must be provided to anyone who requests it. If appointed to a commission, the following information will also be public: education and training background, previous work experience, work location, a work telephone number, and any expense reimbursement. The other information requested below is classified as private. This information will be used by the Commissioners, and the City Council in determining whether you should be appointed to a commission. Therefore, all of the information will be provided to the Commissioners and City Council in a public forum and will be reviewed in public. Failure to provide the requested information may result in your not being considered for an appointment. H:\City Hall Information\Forms\Administrative Applications Information\2012 Commission Application.doc X Please complete the information below: Name: Address: Phone: (h) (w) (c) Fax: E-mail: Please answer the following questions (use the back side if more space is needed): 1) How long have you been a Corcoran resident? 2) Please list any city committees/ commissions you have served on in the past, either for the City of Corcoran or another community. Please include the dates of service and if you held any positions such as Chair or Secretary. 3) Please describe why you feel qualified to serve on the Commission for which you are applying, including any other relevant experience with the issues faced by the Commission. 4) Why are you interested in serving on this Commission? H:\City Hall Information\Forms\Administrative Applications Information\2012 Commission Application.doc Gary Erzberger N/A 2 Years, 9 Months No previous city committees or commissions I am interested contributing to the growth and success of our city. I have been looking for a place where I can contribute, and this role aligns with my interests and abilities. I plan to live in Corcoran for many years to come and want to create a more connected community and bring additional benefits to those that choose to live here. I have experience as a community member utilizing parks and trials extensively in the cities I have lived. Having young children, I understand the benefit parks and trails can have for a community and family. As a long time soccer player around the cities, I have seen the range of quality across our state in facilities, amenities and maintenance of parks and trails and how it impacts the usability of the space. My 14 year career working as an engineer and manager focused on medical device design provides me with the background in detailed planning and budgeting of large and long term programs. (continued on next) H:\City Hall Information\Forms\Administrative Applications Information\2012 Commission Application.doc If appointed, I agree to disclose any conflict of interest I might have in reviewing or approving any contract, license, permit, application, appointment, land use decision, public improvement, or other matter that comes before me? Please sign and date this Application and return to: City of Corcoran 8200 County Road 116 Corcoran MN 55340 ______________________________________ Date_________________ Applicant Signature 09APR2023 3) (continued)My career experience includes planning, gaining approval for, and executing programs spanninga wide range of size and timing. At Abbott Labs I plan resources and expenses for programs spanning up to 5 years and ranging from 200K to 30million in budget. As part of my role, I also work to comply to FDA and worldwide standards and approval requirements. Once planned, I directly manage a team of about 15 engineers to execute those programs with the help from a cross functional team. My experience in strategy planning and my design innovations resulting in patents (15+) demonstrate my ability to think creatively. STAFF REPORT Agenda Item: 9b. Council Meeting: April 27, 2023 Prepared By: Maggie Ung Topic: Create and Amend Funds Action Required: Approval Summary: As part of the 2022 audit, staff is recommending the creation of multiple funds to better track City revenue and expenditures along with the amendment of another fund. The following are the funds that staff is requesting the creation of: Fund Name Fund No. Description of Fund 2023A Debt Service 314 2023A bond will be issued on May 11, 2023, in the amount of $27,125,000. This fund will track payment of the bond. Long Range Planning 401 For future City projects. Stormwater 603 Enterprise fund for stormwater activity. Street Lights 604 City is adopting roads from developments and will need to track these expenses separately in its own enterprise fund. Staff recommends amending the Police Donation Fund (202). The fund was established in 2007 to track specifically designated funds donated to the police department such as Night to Unite event and Canine program. The canine program has not received donations since 2017 and is an ongoing operation expense that will continue to be funded by the General Fund (100). Staff would like to rename Police Donation Fund (202) to City Community Events Fund to amend the fund to cover all City community events. Finance will bring transfer amounts to the May 11th Council meeting for approval. Financial/Budget: There is no financial or budget impact. Options: 1. Approve Resolution 2023-37 Create and Amend Funds. 2. Decline Resolution 2023-37 Create and Amend Funds. Recommendation: Approve Resolution 2023-37 Create and Amend Funds. Council Action: Consider a motion to approve Resolution 2023-37 Create and Amend Funds. Page 2 Attachments: 1. Resolution 2023-37 Create and Amend Funds City of Corcoran County of Hennepin State of Minnesota April 27, 2023 RESOLUTION NO. 2023-37 Page 1 of 1 Motion By: Seconded By: A RESOLUTION TO CREATE AND AMEND FUNDS WHEREAS, the City of Corcoran strives to be fiscally responsible and to designate funds to maintain and meet the needs of the community; and WHEREAS, the 2023A Debt Service Fund (314) will track the payment of the debt service bond; and WHEREAS, the Long Range Planning Fund (401) will be for future City projects; and WHEREAS, the Stormwater Fund (603) will be for stormwater activities; and WHEREAS, the Streetlight Fund (604) will be for adopted streetlights from developments; and WHEREAS, the Police Donation Fund (202) will be amended to City Community Events Fund; and NOW THEREFORE BE IT BE RESOLVED, that the Council of the City of Corcoran, County of Hennepin, State of Minnesota, hereby creates funds 314, 401, 603, 604 and amend fund 202. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of April 2023. Tom McKee – Mayor ATTEST: City Seal Michelle Friedrich – City Clerk STAFF REPORT Agenda Item: 10a. Council Meeting: April 27, 2023 Prepared By: Jessica Beise and Kevin Mattson Topic: Parks Assistance Request Action Required: Direction Summary: For the last several years staff has been working with the Parks and Trails Commission on the Remaster Plan of City Park. The COVID pandemic stalled work and staff reengaged in 2022, to continue with the remaster plan design of City Park. Over the past several months staff has been working on Request for Quotes for the 70 percent design for Phase One of the City Park Remaster Project. Additionally, there are additional park development and trail related projects including the open space parks. In January 2023, Council outlined a goal to efficiently develop park projects. As our current staff doesn’t encompass the expertise or capacity necessary in creating and managing park planning projects, staff engaged in conversations with our engineering consultants to review ways to accelerate projects forward and create park planning templates the City can utilize for future park design projects. Staff reviewed three different options: 1.Project Management/Construction Management Approach 2.RFP Approach 3.Park Consultant Approach Attached is an outline of options and the pros and cons of the different approaches. Financial/Budget: Staff time to take a more proactive approach would be the largest impact on the budget. Options: 1.Direct staff to proceed with hiring a Park Consultant to assist in park planning. 2.Direct staff to proceed with a different park planning approach. Recommendation: Provide staff feedback on the design assistance process. Council Action: Provide staff feedback on the development close out process. Attachments: 1.Park Planning Options STAFF REPORT Agenda Item: 10b. Council Meeting: April 27, 2023 Prepared By: Jessica Beise and Kevin Mattson Topic: Development Project Close Outs Action Required: Direction Summary: Since 2014 staff has been working on managing developments and public infrastructure improvements. There are thirty-six development contracts that need to be closed out with each of the additions within various projects. As some of the first projects are near completion, staff would like to formalize processes for closing out development projects. Currently the process required for project close out includes: • Reviewing and ensuring all public infrastructure work is in compliance with the City’s code and requirements. • Receive all thirty-six development contracts as built drawings/record drawings. • Certify property irons. • Reduce Letter of Credit/Accept Warranty Bond. • Reconcile escrow account balances. • Accept Public Infrastructure. • Establish warranty schedule or period. Staff has reviewed processes other cities follow and would like to incorporate an informational component with a formal acceptance at a City Council meeting. This process would inform Council when a project is nearing completion and entering the warranty period. Existing development projects are occurring over the next several years and staff would like to have a discussion with the Council regarding whether the City should take a proactive approach regarding development project close out processes. Financial/Budget: A proactive approach would have the largest impact on the budget, as it requires staff time, but allows for City control over development project close outs. Options: 1. Provide staff feedback on the development close out process. Recommendation: Provide staff feedback on the development close out process. Council Action: Provide staff feedback on the development close out process. Attachments: N/A Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE, Rachel Burand, PLA Project/File: 227705033 Date: April 20, 2023 Subject: Design Considerations – City Center Drive Landscaping and Streetscape Furnishings Council Action Requested City staff will be presenting the preliminary design layout for the City Center Project as well as several alternatives for the Streetscape Furnishings. Included in this memo is some additional information and attachments related to the design components for the City Council input. We will provide a brief presentation for a discussion at the City Council Meeting. Design Considerations The City Center and 79th Place project is the first phase of the downtown district as identified in the City of Corcoran SE District Plan. The district plan identified the roadway classifications and standard sections and additionally provided some guidance on the downtown design. Within this plan, City Center Drive is identified as a Parkway Street which includes a center median along with a through lane and parking lane in either direction. 79th Place is identified as a Connector Street with includes a through lane and parking l ane in either direction but no center median. Figure 1: Parkway Street in the Southeast District Plan Agenda Item: 10c. April 20, 2023 Kevin Mattson, PE, PW Director Page 2 of 3 Reference: Design Considerations – City Center Figure 2: Connector Street in the Southeast District Plan The two roadways are also designated as State Aid Roadways within the City of Corcoran St ate Aid System. This means that these roadways must be designed to certain standards for the geometric layout and horizontal transitions to meet the state standards, which it does. Attached to this memo is the Streetscape Plans for the City Council to review and provide thoughts on. The Southeast District plan speaks to a pedestrian friendly environment and enhanced pedestrian nodes at major crossings. To incorporate that into this plan, there will be two pedestrian crossings at the intersections of County Road 116 with City Center Drive and 79th Place. It is anticipated that when the linear park is developed in the future and the north-south trail is installed, additional amenities and furnishings may be added to these corners which tie into the linear park plan. Within the City Center Project, we have incorporated several pedestrian friendly components. At the intersection of City Center Drive and 79th Place, we have included curb bump outs at each of the corners to reduce the crossing distance for pedestrians and utilized the road geometry to try to slow drivers. This also provides for additional space for site furnishings and landscaping which highlights and activates this corner. With the adjacent amphitheater within the St. Therese Development, we would expect to see significant pedestrian traffic within this area. Also, just north of the secondary St. Therese Entrance, we incorporated an additional pedestrian bump out and refuge island within the median to allow pedestrians a safer crossing to the trail adjacent the large natural wetland and preserve to the northeast of the site. Streetscape Furnishings Attached to this memo are three streetscape furnishing concepts for this project. These three concepts were put together based on the Southeast District Plan as well as the visual preference survey which was done with that plan. Concepts include options for bench seating, bike racks, waste receptacles, and pedestrian lighting. April 20, 2023 Kevin Mattson, PE, PW Director Page 3 of 3 Reference: Design Considerations – City Center One of the more significant considerations on this project will be the site lighting. Through residential developments, the pedestrian scale lighting is installed by the utility company (Wright Hennepin for this area) and the costs for the installation are paid back through the ongoing utility bill. This is often cost effective but with that alternative only one style of pole is offered, and no banners or planters can be installed on the poles. For the downtown district, we have understood that there is a desire for upgraded furnishings and amenities, so we are planning on having alternative lighting installed with the project. This has a significant cost as a budgetary number for lighting is approximately $12,000 per light pole for all of the poles, conduits, controls, etc. that are associated with this work. With a project of this scale, that is approximately $500-$600k. We ask for the council to review this standard and confirm this is the level of furnishing and style which are preferred. Engineer’s Recommendation No formal action is being requested of the City Council, but we ask for them to review the information in this packet and presented and provide feedback to staff on the ir Site Furnishings preferences and any additional design considerations as we complete the design. OUOUOU OU OU OU OUOUOU OU OU OU OU OU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUGGGGGGGGGGGGGGGGGDYHWVOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU99+30100+00101+00102+00103+00104+00105+00106+00107+00107+760+501+002+003+004+005+006+007+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 L2.02L2.03L2.04L2.05M A T C H L I N E A M A T C H L I N E B MATCHLINE CMATCHLINE DMATCHLINE E 1.SEE SHEET L8.01 FOR LANDSCAPE DETAILS AND PLANTSCHEDULE.NOTESEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREESHRUB/PERENNIAL PLANTSEEDSOD - IRRIGATEDL2.01LANDSCAPING PLANSDWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-101.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:01:25 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH########SEE ABOVE ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I IIIII I IIIIIIIIIIIIIIOUOUOUOUOUOUOUOUOUOUOU OUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU1+002+003+004+005+006+00PEDESTRIANLIGHT, TYP.FUTURE ENTRANCEMONUMENT LOCATION1.SEE SHEET L8.01 FOR LANDSCAPE DETAILS AND PLANTSCHEDULE.NOTESEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREESHRUB/PERENNIAL PLANTSEEDSOD - IRRIGATEDL2.02LANDSCAPING PLANS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-101.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:01:38 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH########S E E S H E E TMA T C H L I N E S T A .AL 2 . 0 4 ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►6+007+008+00100' TYP. LIGHT SPACING50' TYP. TREE SPACING25' CLEAR TYP.8' TYP.6' BENCH, TYP.BIKE LOOP, TYP.WASTE RECEPTACLE, TYP.PEDESTRIANLIGHT, TYP.MAINTENANCEAREA, TYP.►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► I IIIIIIIIIIIIIIII9+0010+0011+0012+001.SEE SHEET L8.01 FOR LANDSCAPE DETAILS AND PLANTSCHEDULE.NOTESEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREESHRUB/PERENNIAL PLANTSEEDSOD - IRRIGATEDL2.03LANDSCAPING PLANS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-101.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:01:56 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH########SEE SHEETMATCHLINESTA.A L2.02 SEE SHEETMATCHLINESTA.B BELOWSEE SHEETMATCHLINESTA.AABOVESEE SHEETMATCHLINESTA.C L2.04 ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII13+0014+0015+0016+0050' TYP. TREE SPACING100' TYP. LIGHT SPACING6' BENCH, TYP.BIKE LOOP, TYP.WASTE RECEPTACLE, TYP.PEDESTRIANLIGHT, TYP.MAINTENANCEAREA, TYP.8' TYP.25' CLEAR TYP.10' TYP.PLANTER CURB, TYP.L2.04LANDSCAPING PLANS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-101.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:02:07 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH########1.SEE SHEET L8.01 FOR LANDSCAPE DETAILS AND PLANTSCHEDULE.NOTESEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREESHRUB/PERENNIAL PLANTSEEDSOD - IRRIGATEDSEE SHEETMATCHLINESTA.CL2.03SEE SHEET MATCHLINE STA.D L2.05 I I I I I I I I I IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IOUOUOUOUOUOU OU OU OU OU OU>>>>>>>>>>GGGGGGGGGGOUOUOUOUOUOUOUOUOUOU100+00101+00102+00103+00104+00FUTURE TREE, TYP.►►►► ►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII105+00106+00107+00107+7617+00 18+00 50' TYP. TREE SPACING100' TYP. LIGHT SPACING6' BENCH, TYP.BIKE LOOP, TYP.WASTE RECEPTACLE, TYP.PEDESTRIANLIGHT, TYP.25' CLEAR TYP.PLANTER CURB, TYP.L2.05LANDSCAPING PLANS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-101.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:02:24 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH########( IN FEET )GRAPHIC SCALE01 inch = 20 ft.2040201.SEE SHEET L8.01 FOR LANDSCAPE DETAILS AND PLANTSCHEDULE.NOTESEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREESHRUB/PERENNIAL PLANTSEEDSOD - IRRIGATEDSEE SHEETMATCHLINESTA.E ABOVE SEE SHEETMATCHLINESTA.E BELOW SEE SHEETMATCHLINESTA.DL2.04 L8.01LANDSCAPE DETAILSDWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\227705033-L-801.dwg 4/19/2023 BURAND, RACHEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/19/2023 5:02:39 PM CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N ONE CARLSON PARKWAY,SUITE 100PLYMOUTH, MN 55447PHONE: 763-479-4200FAX: 763-479-4242WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OFALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN 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 ORREPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGCITY CENTER DRIVE AND 79TH PLACE CITY OF CORCORAN HENNEPIN COUNTY, MN227705033ADGNPWSKH######## April 20, 2023City Center Drive & 79th Place | City of Corcoran, MN Streetscape Furnishings Concept A \\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\6_LANDSCAPE\227705033 Corcoran Site Furnishings.indd April 19, 2023 04:33 PM Anova Exposition 6’ Flat Bench Forms+Surfaces Trio Bike Rack Forms+Surfaces Tonyo Waste Receptacle Anova Exposition 6’ Contour Bench BENCHES: https://www.anovafurnishings.com/categories/benches/contour-benches-with-back/exposition-6-contour-bench https://www.anovafurnishings.com/categories/benches/flat-benches/exposition-6-flat-bench BIKE RACK: https://www.forms-surfaces.com/trio-bike-rack RECEPTACLE: https://www.forms-surfaces.com/tonyo-litter-recycling-receptacle LIGHTING: https://www.sternberglighting.com/products/77/decorative-fitter-globe-df Sternberg Lighting Decorative Fitter Globe with Banner Arm April 20, 2023City Center Drive & 79th Place | City of Corcoran, MN Streetscape Furnishings \\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\6_LANDSCAPE\227705033 Corcoran Site Furnishings.indd April 19, 2023 04:33 PM Concept B Anova Metrix Waste Receptacle Sternberg Lighting Medium Omega Luminaire with Banner Arm Forms+Surfaces Knight Bench - Backless Forms+Surfaces Knight Bench w/ Back Anova Streetside Bike Loop Rack BENCH: https://www.forms-surfaces.com/knight-bench BIKE RACK: https://www.anovafurnishings.com/categories/bike-racks-maintenance/streetside-3-bike-1-loop-rack-fusion-adv-finish-surface-mount RECEPTACLE: https://www.anovafurnishings.com/categories/commercial-outdoor-receptacles/metrix-40-gal-trash-receptacle-dual-openings-side-door LIGHTING: https://www.sternberglighting.com/products/27/1527led-medium-omega April 20, 2023City Center Drive & 79th Place | City of Corcoran, MN Streetscape Furnishings \\Us0242-ppfss01\shared_projects\227705033\drafting\5_DESIGN\6_LANDSCAPE\227705033 Corcoran Site Furnishings.indd April 19, 2023 04:33 PM Concept C Victor Stanley SD-42 Waste Receptacle Sternberg Lighting Boulevard Luminaire w/ Banner Arms Landscape Forms Scarborough Bench - Backless Landscape Forms Scarborough Bench - w/ Back Dero Bike Hitch BENCH: https://www.landscapeforms.com/en-US/product/Pages/Scarborough-Bench.aspx BIKE RACK: https://www.dero.com/product/bike-hitch/ RECEPTACLE: https://victorstanley.com/product/sd-42/ LIGHTING: https://www.sternberglighting.com/products/418/d650srled-boulevard Agenda Item: 11a. Page 1 of 3 8200 County Road 116, Corcoran, MN 55340 763-420-2288 email: general@corcoranmn.gov / website: www.corcoranmn.gov MEMO Meeting Date: To: From: Re: April 27, 2023 City Council Dwight Klingbeil, Planning Technician Active Corcoran Planning Applications The following is a status summary of active planning projects: 1. Transition/Buffer Zones ZOA (City File 22-034). After multiple discussions on this topic in 2022, the City Council reviewed a draft of a Buffer Yard Ordinance at the January 26th work session. Remaining questions and discussion regarding enforcement was discussed further at the February 23rd regular Council meeting. The Planning Commission held a public hearing on April 6th. After discussion, the Commission recommended approval of the draft ordinance with the addition of native planting options and a reduced penalty for violations. This item is scheduled to return to the City Council at the April 27th meeting. 2. Pioneer Trail Industrial Park, Rezoning and Preliminary Plat and PUD (PID 32-119-23-34- 0013, 32-119-23-34-0007, 32-119-23-43-0005 and 32-119-23-43-0006) (City File No. 22-039). An application was submitted to move forward with the preliminary approvals for the Pioneer Trail Industrial Park off Highway 55. The item was reviewed by the Planning Commission at a Public Hearing on December 1st and was recommended for approval on a 3-1 vote. The City Council reviewed this item at the January 12th meeting, and the application was approved at the January 26th regular meeting. 3. PUD Standards Zoning Ordinance Amendment (City File No. 22-045). After various discussions on planned unit development standards in 2022, staff and City Council continued to discuss verbiage changes in the working draft of the new PUD district standards at the January 26th City Council Work Session as well as a joint Work Session with the Planning Commission and Parks and Trails Commission on February 9th. The Council asked the Planning Commission to provide further feedback regarding the proposed point categories. Individual Planning Commissioner feedback was submitted in the City Council packet for the March 23rd meeting. At the March meeting, the Council directed staff to proceed with the public hearing with the Planning Commission. The public hearing for this item is scheduled for the May 4th Planning Commission Meeting. Page 2 of 3 4. Rental Ordinance (City File No. 22-046). Staff and City Council continue to work through the draft ordinance and planning for administrative implementation. Since the Rental Ordinance will not be contained within the Zoning or Subdivision Ordinances of City Code, a public hearing is not required. This item was discussed at the April 13th work session and is additional revisions are expected to return to the Council in May. 5. Keefe Minor Subdivision (PID 33-119-23-12-0007) (City File No. 22-063). A complete application for a two-lot minor subdivision at 6801 Willow Drive was submitted. Minor subdivisions do not require review by the Planning Commission, and the subdivision will be reviewed by Council at the April 27th meeting. 6. “Vollrath Compost Site Sketch Plan” (PID 19-119-23-12-0002) (City File No. 22-078). Trent Vollrath submitted an application to ask the Council for feedback on allowing a commercial compost site within the Rural Residential district. The application was determined to be incomplete and is not scheduled for review at this time. 7. “Gmach Accessory Dwelling Unit CUP” (PID 05-119-23-13-0011) (City File No. 23-002). George Gmach submitted an application for a conditional use permit to allow an accessory dwelling unit over 960 square feet at 22600 Oakdale Drive. The Planning Commission held a public hearing for this item at their April 6th meeting and recommended approval. This item was approved by the City Council at the April 13th meeting. 8. “Amira Village” (PID 25-119-23-12-0002) (City File No. 23-003). Hempel Acquisition Company submitted a sketch plat application for a 141-unit development consisting of single- family homes for a senior living rental community at the Chastek property on Maple Hill Rd. This item was discussed at the March 23rd meeting and is not currently scheduled for any upcoming meetings. 9. “Kariniemi/Wicht Sketch Plat” (PID 18-119-23-11-0002; 18-119-23-42-0001) (City File No. 23-004). Nathan Kariniemi of Willow1 LLC originally submitted a sketch plat application for an open space & preservation plat near Kariniemi Meadows on County Road 19 and County Road 10. The plan included three commercial lots wrapping around the existing Public Works building in addition to 8 small residential lots off Larsen Road with a 40-acre outlot set aside as open space. This item was discussed at the February 23rd meeting, where the Council provided feedback to the applicant. Since the February meeting, the applicant submitted an updated plan that no longer includes the OS&P concept. The new concept plan shows 6 commercial lots wrapping around Public Works and two Rural Residential lots south of Rush Creek. The updated concept will be reviewed by Council at the April 27th meeting. 10. “Cook Lake Highlands PUD Amendment” (PID 25-119-23-14-0002) (City File No. 23-005) Trek Development submitted a PUD Amendment application for Cook Lake Highlands. The request includes more impervious surface area at New Horizons Academy, an increase to the number of units in the memory care facility consistent with preliminary approvals, and amending the approved 100-unit co-op to a 145-unit age-restricted apartment. This request will be reviewed by Council at the April 27th meeting. 11. “Kwik Trip CUP, Lot Line Adjustment, and Site Plan” (PID 12-119-23-14-0006; 12-119-23- 14-0004) (City File No. 23-006). Kwik Trip Inc. submitted a Site Plan, Lot Line Adjustment and CUP application for the two parcels north of Mama G’s. The application was determined to be incomplete for City review and is not currently scheduled for review by the City Council. A feasibility study is currently underway to evaluate the infrastructure needs of the project. Page 3 of 3 12. “Rush Creek Reserve 3 Final Plat and Vacation” (City File No. 23-007) M/I Homes applied for the 3rd addition of their “Rush Creek Reserve” development. This phase includes 18 villa homes in a cul-de-sac on the Northwest corner of the site. This application requires the vacation of a blanket Drainage and Utility Easement that was created with the 2nd addition. A public hearing for the easement vacation and review of the final plat and development plan will is scheduled for the April 27th City Council meeting. 13. “Red Barn Pet Retreat” (PID 01-119-23-44-0045) (City File No. 23-008) Daniel Benjamin submitted an application for the expansion of his business, “Red Barn Pet Retreat” to a site on the Northwest corner of Stieg Road and County Road 101. This application includes a Comprehensive Plan Amendment, Rezoning, Preliminary Plat, Conditional Use Permit, Variance, and a Site Plan. The concept for this project was discussed by the Council at the December 22nd meeting. The application is currently under review for completeness. If deemed complete, the application will be scheduled for a public hearing on June 1st with City Council review on June 22nd. 14. Heidecker Garage (PID 22-119-23-42-0009) (City File No. 23-009) Tyler Heidecker applied for a Conditional Use Permit and an Interim Use Permit to construct a detached garage of 1750 square feet on his property at 7985 Eagle Ridge Road. The IUP will allow for storage of business equipment within the structure. Staff determined the application to be incomplete, and it is not currently scheduled for Planning Commission or City Council review. City of Corcoran 2023 City Council Schedule Agenda Item: 13. Below is a tentative schedule for City Council meetings. The items and schedule are subject to change. May 11, 2023 • Proclamation – National Police Week • Park Signs Plan • Organics Recycling – Changes Required • ARPA Update/Granicus Information • Logo Approach and Staff Process for Logo • Juneteenth Holiday • Juneteenth Council Approval for 2024 • Placeholder to THC Regulations Follow Up May 25, 2023 • Proclamation – National Public Works Week • CR 116 & Hunters Ridge Turn Lane Improvements – Award Bid • Hope Site EAW • PUD Ordinance Amendment June 8, 2023 • 2024 Budget Goals and Priorities • Schedule Budget Work Sessions June 22, 2023 • Progess Report – 2023 Goals and Measurables July 13, 2023 Work Session (Tentative) • Draft 2024 Budget July 13, 2023 • Mid-Year Code Enforcement – Add November Report Next • Draft 2024 Budget July 27, 2023 August 10, 2023 • Draft 2024-25 CIP and Pre Orders • Draft 2024 Budget August 24, 2023 • September 13, 2023 – Annual Charter Commission Meeting Page 2 of 2 • 4 Year Mayoral Term (Staff) • Voter Information Information (Staff) • Terms and Appointments (Staff) • Stagger Commission Terms (Guenthner) • Ward Information (Tucker) • Joint Council Meeting (Staff) September 14, 2023 • Preliminary Budget and Levy • Levy Insert September 28, 2023 • Progess Report – 2023 Goals and Measurables October 12, 2023 • October 26, 2023 Additional Future Meetings