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2020-11-23 Council Agenda Packet
Corcoran City Council Agenda November 23, 2020 - 7:00pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Oath of Office – Jeremy Nichols* 5.Commission Representatives* 6.Open Forum – Public Comment Opportunity 7.Presentations/Recognitions 8.Consent Agenda a.Draft Minutes of November 12, 2020 Council/ Charter Commission Work Session* b.Draft Minutes of November 12, 2020 Council Meeting* c.Financial Claims* d.City Administrator Performance Evaluation Distribution* e.Authorization of Collection of a Deferred Special Assessment* f.Downtown Stormwater Improvement Quote* g.CIP Purchase- City Camera System Base Receiver* 9.Planning Business – Public Comment Opportunity a.Final PUD Development Plan and Final Plat for Rush Creek Reserve* b.Ravinia 15th Addition* c.Preliminary Plat for Tessmer and Weber Properties* d.Minor Subdivision for St. Therese at 8200 County Road 116* 10.Unfinished Business – Public Comment Opportunity a.City Hall Remodel* 11.New Business 12.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 13.2020 City Council Schedule* 14.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.ci.corcoran.mn.us. Meeting Held Via Telephone/Other Electronic Means Call-in Instructions Call: +1 312 626 6799 US Enter Meeting ID: 892 8151 4280 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/89281514280 OR visit http://www.zoom.us and enter Meeting ID: 892 8151 4280 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. For more information on options to provide public comment visit: www.corcoranmn.gov Due to the COVID-19 health pandemic, the City Council’s regular meeting place is not available and is not open to the public. Pursuant to Minnesota Statute 13D.021 the one or more members of the City Council may participate by telephone or other electronic means. STAFF REPORT Agenda Item 4. Council Meeting: November 23, 2020 Prepared By: Brad Martens Topic: Oath of Office – Jeremy Nichols Action Required: Administer Oath Summary: The results of the 2020 election were certified at the November 12th meeting. One of the positions elected is for the remaining term vacated by Mike Keefe earlier this year. Due to the timing of the vacancy Tom Anderson was appointed temporarily, until the special election was held on November 3rd. The qualified successor elected will take the position immediately upon receiving an election certificate. This position was won by Jeremy Nichols. Staff will administer the Oath of Office to Jeremy Nichols. Tom Anderson’s term as Councilmember expired upon Councilmember Nichols receiving his election certificate. Financial/Budget: N/A Council Action: Staff to issue the Oath of Office for Jeremy Nichols for a term expiring December 31, 2022. Attachments: 1. Oath of Office 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.ci.corcoran.mn.us I, Jeremy Nichols, do solemnly swear to support the Constitution of the United States, Constitution of the State of Minnesota, and to discharge faithfully the duties of the office of Councilmember for the City of Corcoran, Minnesota, and to do so with my best judgment and ability. So help me God. _______________________________ ____________ Administered by: __________________________ Jessica Beise, Administrative Services Director Dated this 23rd day of November, 2020 State of Minnesota County of Hennepin City of Corcoran STAFF REPORT Agenda Item 5. Council Meeting: November 23, 2020 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the November 23rd Council meeting are as follows: • Planning Commission: Dean Jacobs • Parks and Trails Commission: Alicia Hoffmann Financial/Budget: N/A Options: N/A Recommendation N/A Council Action: N/A Attachments: N/A 1 CITY OF CORCORAN Charter Commission and City Council Joint Work Session Minutes Thursday, November 12, 2020 – 5:30 pm The Corcoran Charter Commission and City Council met on November 12, 2020, in Corcoran, Minnesota. Pursuant to Minnesota Statute Section 13D.021 and due to the COVID-19 pandemic, the work session was held remotely through electronic means using the audio and video conferencing platform Zoom. Present for the Charter Commission via telephonic or other electronic means were Chair Lother, Commissioner Gmach, Commissioner Guenthner, Commissioner Tilbury, and Commissioner Thomas. Absent were Commissioners Christenson and Theis. Present for the City Council were Mayor Thomas at City Hall and present via telephonic or other electronic means were Councilor Anderson, Councilor Bottema, Councilor Lother, and Councilor Schultz. Also present were City Administrator Martens and Administrative Services Director Beise. 1.Call to Order Commission Chair Lother called the meeting to order at 5:35 pm. 2.Pledge of Allegiance Commission Chair Lother invited all in attendance to rise and join in the Pledge of Allegiance. 3.Discussion on Implementing A Ward System Commission Chair Lother introduced the topic and provided an overview for the discussion. Charter Commission members and City Council discussed the pros and cons of implementing a ward system in Corcoran. Staff was directed to place the item for continued discussion on the November 19, 2020 Charter Commission meeting. 4.Adjournment MOTION: made by Gmach, seconded by Guenthner to adjourn. Voting Aye: Lother, Gmach, Guenther, Tilbury, and Thomas. (Motion carried 5:0) Meeting adjourned at 6:52 pm. ________________________________ Jessica Beise – Administrative Services Director Agenda Item 8a. CITY OF CORCORAN City Council Meeting Minutes November 12, 2020 - 7:00 pm The Corcoran City Council met on November 12, 2020, in Corcoran, Minnesota. Pursuant to Minnesota Statute Section 13D.021 and due to the COVID-19 pandemic, the City Council meeting was held remotely through electronic means using the audio and video conferencing platform Zoom. Mayor Thomas was present at City Hall and present via telephonic or other electronic means were Councilor Anderson, Councilor Lother, and Councilor Schultz. Councilor Bottema was excused. Also present were City Administrator Martens and Administrative Services Director Beise. Public Works Director Mattson and Director of Public Safety Gottschalk were present via telephonic or other electronic means. 1.Pledge of Allegiance Mayor Thomas invited all in attendance to rise and join in the Pledge of Allegiance. 2.Call to Order / Roll Call Mayor Thomas called the meeting to order at 7:00 pm. 3.Agenda Approval City Administrator Martens added additional item 7d. Claims and encompassed additional payments to election judges; and added item 10b. Certifying Delinquent Fees to the agenda. City Administrator Martens noted the public hearing was noticed and each property owner with delinquent fees was sent individual notification of the hearing. MOTION: made by Anderson, seconded by Lother to approve the agenda as modified. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) 4.Commission Representatives Mayor Thomas noted Planning Commissioner Dickman was present, and Parks and Trails Commissioner Nybo was excused from the meeting. 5.Open Forum (Public Comment Opportunity) Mayor Thomas invited residents to communicate telephonically during the Open Forum discussion for items not on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Public Comment Opportunity. 6.Presentations/Recognitions a.Police Officer Oath – Clayton Decker Director of Public Safety Gottschalk issued the Oath of Office to Clayton Decker. Council congratulated Officer Decker and welcomed him to the Police Department. 7.Consent Agenda a.Draft Minutes of October 22, 2020 Council Work Session Meeting b.Draft Minutes of October 22, 2020 Council Meeting c.Draft Minutes of October 29, 2020 Council Special Meting d.Financial Claims e.Utility Installation and Service Agreement – 19233 81st Place North f.Purchase Agreement Outlot A, Hunters Place – PID 12-119-23-22-0008 g.Resolution Authorizing Special Assessment Council requested item 7b. be pulled for clarification. MOTION: made by Schultz, seconded by Anderson to approve the consent agenda items 7a.,7c., 7d., 7e., 7f., and 7g. as presented. Agenda Item 8b. 2 Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) Council clarified the Motion made on Item 9, from the Draft Minutes of October 22, 2020 Council should include MOTION: made by Schultz, seconded by Anderson to authorize City Administrator Martens to approve change orders for the remodel project, under $10,000 individually, and not to exceed 10 percent of the total construction project MOTION: made by Schultz, seconded by Lother to approve item 7b. Draft of October 22, 2020 Council Meeting with clarification of City Administrator Marten’s approval within the Motion. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) 8. Planning Business 9. Unfinished Business (Public Comment Opportunity) Mayor Thomas invited residents to communicate telephonically during the Open Forum discussion for items not on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Public Comment Opportunity. a. CARES Act Expenditures City Administrator Martens reviewed the CARES Act expenditures in the amount of $439,309 on Resolution 2020-83 to adopt and codify use funds. City Administrator Martens noted all expenses were to be paid by November 15, per the CARES Act requirements. City Administrator Martens read Resolution 2020-83 Authorizing CARES Act Expenditures. MOTION: made by Anderson, seconded by Schultz to approve Resolution 2020-83 as presented. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) b. Deferred Special Assessments City Administrator Martens outlined the assessments and the correspondence with each property owner regarding special assessments. City Administrator Martens reviewed the option to enter into agreements with property owners to pay the assessments over 10 year and the option to allow deferment to continue until property is out of Green Acres program and waiving right to the 30-year deadline. City Administrator Martens noted property owner Shirly Reiss, requested interest not be charged on her property. City Attorney Thames noted correspondence from City Administrator Bob Derus on October 2, 1989, to property owners regarding interest on special assessments and how interest would be applied. City Administrator Martens noted Council Minutes from 1989 indicated assessment notices were sent and Mr. Reiss attended the certification of assessment Council meeting. City Administrator Martens reviewed the interest percentage rate and discussed consistency of interest charges. Staff and Council discussed agreements regarding property sales with pending Green Acres status and offering two agreement options. City Administrator Martens noted if no agreement is signed by property owners the assessment will be added to the 2021 assessment rolls. City Administrator Martens and Council reviewed options including payment due immediately or in 2021 with taxes, entering into an agreement and pay over 10 years with interest, or entering into an agreement to defer assessment until property comes out of Green Acres. Council and staff discussed parameters of Green Acres, and consensus regarding Green Acres property sale, would be for the deferred assessment to be due upon sale of property. MOTION: made by Schultz, seconded by Lother to offer two agreement options to impacted property owners: a. Agreement to pay deferred assessment over 10 years with an interest rate of 2% with requirement to pay deferred assessment immediately upon sale of property. b. Agreement to pay deferred assessment upon removal of the Green Acres program . Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) 10. New Business (Public Comment Opportunity) 3 Mayor Thomas invited residents to communicate telephonically during the Open Forum discussion for items not on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation i n the meeting through telephone or computer. No residents participated in the Public Comment Opportunity. a. 2021 Benefits Summary Administrative Services Director Beise outlined the 2021 Employee Benefits Summary distributed annually to staff and prior to open enrollment each year. Administrative Services Director Beise indicated Health Partners had a favorable 5.7 percent increase rate for 2021. Administrative Services Director Beise indicated the 70/30 city and employee contribution remains consistent with prior years. Council and staff reviewed employee satisfaction regarding Health Partners as a provider. MOTION: made by Schultz, seconded by Anderson to approve the 2021 Employee Benefits Summary as presented and authorize staff to complete necessary documents for completion. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) b. Charter Commission Resignation – Dorothy Theis Mayor Thomas read the resignation submitted by Charter Commissioner Theis. Council reflected on Commissioner Theis’ contributions to individual Commissions and Council throughout the past 30 plus years. MOTION: made by Lother, seconded by Anderson to accept Dorothy Theis’ resignation from the Charter Commission effective immediately. Council expressed appreciation for Mrs. Theis’ assistance and guidance on the Planning Commission, the Charter Commission, and her involvement with the City. Voting Aye by Roll Call Vote: Thomas, Anderson, and Lother Nay: Schultz (Motion carried 3:1) c. 2020 Election Canvassing Administrative Services Director Beise reviewed the 2020 canvassing results, noted the percentage of absentee voting turnout was 57 percent, with 285 new registrations on election day. Council reviewed total number of persons voting and the difference in the number voting for municipal offices. Administrative Services Director Beise noted the final canvassed results included all mail-in ballots postmarked November 3 and received by November 10, 2020. MOTION: made by Schultz, seconded by Anderson to approve Resolution 2020-81 Canvassing the November 3, 2020 Municipal Election Returns and Declaring Results. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) d. Certification of Delinquent Fees Administrative Services Director Beise reviewed the notices required by Statute to certify special assessments and delinquent fees and noted the City has noticed the public hearing and sent individual letters to all properties affected, and all legal requirements were met per City Attorney Thames. Administrative Services Director Beise reviewed dust control and recycling special assessments amounts with certification to Hennepin County on November 16. Mayor Thomas opened the Public Hearing. Mayor Thomas invited residents to communicate telephonically during the Public Hearing. Administrative Services Director Beise explained the instructions to participate in the Public Hearing via the Zoom video format and reviewed instructions for participation through telephone or computer. Vitaliy Svistun, 22992 County Road 50, resident indicated he does not use services, but continues to receive invoices, and would like to understand if this service could be removed from his address. Council responded all residents are required to pay for recycling services in Corcoran and the fee is paid by the City with a portion passed onto each property in Corcoran and is mandated by Hennepin County. City Administrator Martens stated the resident could reach out to the county commissioner to relay concerns regarding recycling fees, as recycling in Corcoran is mandated by Hennepin County and the City is required to participate. City Administrator Martens noted resident can reach out to staff for further clarification of details regarding the recycling fee. 4 MOTION: made by Schultz, seconded by Lother to close the Public Hearing. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) MOTION: made by Anderson, seconded by Schultz to approve and certify Resolution 2020-84 Delinquent Dust Control Fees to the Hennepin County Auditor for Collection in 2 021 and authorize staff to edit the resolution to include the levy number which will be provided by Hennepin County. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) MOTION: made by Schultz, seconded by Lother to approve and certify Resolution 2020-85 Delinquent Recycling Fees to the Hennepin County Auditor for Collection in 2021, and authorize staff to edit the resolution to include the levy number which will be provided by Hennepin County. 11. Staff Reports a. Pandemic Response Update Director of Public Safety Gottschalk updated Council on COVID extensive testing, infection rates that continue to rise between 5-7,000 infected daily with over 194,000 positive cases and 2,700 fatalities to date in Minnesota from the COVID pandemic. Director of Public Safety Gottschalk reviewed status of statewide ICU capacities, and the need activate contingency plans to reallocate patients to other facilities with more capacity. Director of Public Safety Gottschalk reviewed Minnesota Resolution Order 20-96 noting all private, social gatherings should not exceed 10 people and limited to 3 different families, limitations on bars and restaurants not to exceed 50 percent normal capacity and not to exceed 150 persons internal and external capacity while still maintaining the 6-foot social distance rule with closing between 10:00 pm and 4:00 am, places of worship are exempt from resolution but limited to 25 persons and time limitations between 10:00 pm and 4:00 am. Director of Public Safety Gottschalk noted the City continues to examine practices to keep citizens and community safe. Director of Public Safety Gottschalk noted a recent report indicating drug manufacturers are claiming a vaccine with 90 percent effectiveness will be available in the spring of 2021. City Administrator Martens noted city staff will continue to rotate schedules and remain open from 8:00 am to 4:00 pm, however could change at some point in the future depending on pandemic. Administrative Services Director Beise noted staff with school-age children are impacted with distance learning, staff will work remotely, with City Hall staffed with at least one staff member during business hours. Council inquired about shortages in PPE and if staff have been affected by shortages. Director of Public Safety Gottschalk indicated currently staff PPE supply is acceptable. 12. 2020 City Council Schedule City Administrator Martens reviewed remaining Council items scheduled for 2020 and requested the Fire Work Study be moved into 2021. City Administrator Martens noted Councilmember Anderson’s last meeting is tonight and thanked him for his willingness to serve on the Council. Council thanked Councilmember Anderson for his service on the Council, his energy, perspective, and his anticipated return to the Parks and Trails Commission. 13. Adjournment MOTION: made by Anderson, seconded by Schultz to adjourn. Voting Aye by Roll Call Vote: Thomas, Anderson, Lother, and Schultz (Motion carried 4:0) Meeting adjourned at 8:05 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item 8c. Council Meeting Date: 11/23/2020 FINANCIAL CLAIMS Prepared By: jrotz CHECK RANGE FUND #500 ESCROW CLAIMSAgendaItem: 8c. Paid toAmountProject name 500-20400$69.50LANDFORM - RAVINIA 5TH 16-015 500-20430$69.50LANDFORM - Bass Lake Crossing FP, FPUD and DA 17-022 500-20436$763.00LANDFORM - Pulte Encore Final PUD and FP 18-027 500-20430$63.75LANDFORM - Bass Lake Crossing 2nd FP, FPUD 18-035 500-20436$112.00LANDFORM - Pulte Bellwether 2nd Addition Final Plat and PUD 19-001 500-20202$18.75LANDFORM - Emery Accessory Building CUP 20-026 500-20488$5,733.75LANDFORM - Rush Creek Reserve FP and FPUD 20-030 500-20471$173.75LANDFORM - St. Therese Wetland/Topo Waiver 20-032 500-20469$1,720.00LANDFORM - Ravinia 15th FP, PUD, FPUD 20-033 500-20485$1,523.00LANDFORM - Tessmer - PP 20-037 500-20209$334.75LANDFORM - Orth Solar C of C 20-038 500-20497$34.75LANDFORM - Karineimi FP 20-036 500-20332$34.75LANDFORM - Tavera RZ, PUD and PP 20-017 500-20482$1,211.00LANDFORM - Nelson Trucking CUP, SP, VAR 20-022 500-20436$104.25LANDFORM - Bellwether 5th FP and Final PUD 20-024 500-20204$85.40WENCK ASSOCIATES, INC. - APPALOOSA WOODS ENGINEER'S REPORT 500-20484$277.80WENCK ASSOCIATES, INC. - Kariniemi WCA 500-20454$900.00WENCK ASSOCIATES, INC. - EDGEWATER WCA 500-20206$216.00WENCK ASSOCIATES, INC. - St. Thomas WCA 500-20207$163.50WENCK ASSOCIATES, INC. - Paumen WCA 500-20208$240.00WENCK ASSOCIATES, INC. - Lyndon Minks WCA 500-20477$412.80WENCK ASSOCIATES, INC. - Scherber CR30 WCA LGU 500-20471$301.60WENCK ASSOCIATES, INC. - ST THERESE WCA 500-20335$12,862.35WENCK ASSOCIATES, INC. - LENNAR - ENGINEERING 500-20438$1,260.16WENCK ASSOCIATES, INC. - Bass Lake Crossing M/I Home 17-012 Engineering 500-20423$391.28WENCK ASSOCIATES, INC. - Bass Lake Estates Sketch PUD 17-015 500-20423$145.51WENCK ASSOCIATES, INC. - Cold Storage Crossings 500-20474$274.35WENCK ASSOCIATES, INC. - ComLink Midwest CUP 19-011 500-20459$472.50WENCK ASSOCIATES, INC. - Refuge of Rush Creek FP 18-028 Wetland Escrow 500-20485$553.50WENCK ASSOCIATES, INC. - TESSMER SUBDIVISION 500-20436$15,792.87WENCK ASSOCIATES, INC. - Pulte Development Infrastructure 500-20471$1,924.10WENCK ASSOCIATES, INC. - St. Therese Sketch Plan 19-006 500-20332$1,466.50WENCK ASSOCIATES, INC. - Wessel Project Offsite Utilities 500-20491$1,898.50WENCK ASSOCIATES, INC. - Paulsen Farms OSP 500-20332$1,855.70WENCK ASSOCIATES, INC. - Lennar Tavera Development 500-20482$3,845.73WENCK ASSOCIATES, INC. - Nelson Sketch Plan 19-023 500-20488$16,054.45WENCK ASSOCIATES, INC. - Sawgrass PUD Concept 20-012 500-20482$2,007.10WENCK ASSOCIATES, INC. - NELSON TRUCKING CAH 101 TURN LANES 500-20390$1,813.28WRIGHT HENNEPIN - Ravinia Street Lights 500-20420$534.46WRIGHT HENNEPIN - Bass Lake Crossing Street Lights 500-20436$92.55WRIGHT HENNEPIN - Pulte Bellwether Street Lights Total 77,808.49 Total Fund #500 = 77,808.49 See attached Payments Detail) ALL OTHER FINANCIAL CLAIMSAgendaItem:8c.$ 242,819.19 $ 320,627.68 Total Checks See attached Check Detail Register) Total of Auto Deductions 94,002.83 TOTAL EXPENDITURES FOR APPROVAL$ 414,630.51 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 11/10/2020Zoom.us$ 69.88Remote meeting license 11/10/2020BCA Training Education$ 75.00PD Training 11/11/2020Menards - Maple Grove, MN$ 18.27PD Supplies 11/19/2020Custom Door Sales$ 498.00PW Supplies 11/19/2020The UPS Store - Plymouth, MN$ 41.40PW Shipping 11/9/2020REVTRAK SV9T$ 912.19Credit Card Returns 11/10/2020Optum - H S A$ 3,484.11Health savings account 11/10/2020MN PERA, PERA$ 15,077.69Pension plan 11/12/2020State of MN - Roth$ 2,213.47Deferred compensation payment to State of MN 11/12/2020State of MN - MSRS$ 2,280.80State of MN healthcare savings plan 11/18/2020POSTALIA, TDCPOSTAGE$ 350.00Postage meter 11/19/2020Net Payroll PP24$ 50,437.93Net payroll PP24 11/19/2020ADP Wage Garnishment$ 353.93Garnishment 11/19/2020Payroll Taxes$ 18,190.16Payroll taxes Total 94,002.83 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\Council Information\\Council Claims\\2020ClaimsWorkbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-223BuildingRepairSuppliesE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-43100-223BuildingRepairSuppliesE100-45200-221MaintenanceProjectsR100-43100-34300PublicWorksPermits/FeesE100-43100-220Repair/MaintSupply (GENERAL)E100-43100-223BuildingRepairSuppliesE100-42100-210OperatingSupplies (GENERAL)E100-42100-219 Covid-19CoronavirusTotal ASHLEY DEROSIER ORJOELCRAIGTotal B&BSHEET METAL & ROOFINGTotal ADAMS PEST CONTROL, INC.Total AMAZONCAPITALSERVICESTotal BLUELAKEPLASTICSLLCTotal BAN-KOESYSTEMSINC Total BERGANKDVADAMSPESTCONTROL, INC.BOYERTRUCKSBLUELAKEPLASTICSLLCBKAUTOBERGANKDVBAN-KOESYSTEMSINCB&BSHEETMETAL & ROOFINGASHLEYDEROSIERORJOELCRAIGAMAZONCAPITALSERVICESTotal BKAUTO$11,621.00$1,000.00$1,7 20.00$108.90$103.50$103.50$103.50$103.50$103.50$103.50$103.50$103.50$103.50$214.64$250.38$286.60$225.00$680.00$132.95$262.17$57.98$69.003212012484972484971484970484968484967484966484965484964484962257650256838247492653110863320013958182GR20-0011YFR-GDLW-1PR1-C6YC-T1MNJ-LY6T-D13MF-NJHJ-37PESTCONTROLDOTINSPECTIONDOTINSPECTIONDOTINSPECTIONDOTINSPECTIONDOTINSPECTIONPARTS/REPAIRPARTS/SERVICEPLASTICSHEETINGPARTSPROGRESSBILLINGONSOFTWAREPROJECTBUILDINGREPAIRSUPPLIESNEWROOFCOMMUNITYPARKESCROWREFUNDSUPPLIESSUPPLIESSUPPLIESSUPPLIES11/20/208:30 AMCITYOFCORCORAN11,621.00$1,000.00$1,720.00$108.90$286.60$225.00$680. 00$522. 10 Page 1 Check Detail Register© November UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-220Repair/MaintSupply (GENERAL)E100-42100-219Covid-19CoronavirusE100-45200-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-207ComputerSuppliesE100-41951-207ComputerSuppliesE100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-42100-321TelephoneE100-41941-321TelephoneE100-43100-417UniformsE100-42100-223BuildingRepairSuppliesE100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-417UniformsE100-42100-223BuildingRepairSuppliesE100-43100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-43100-380UtilityServices (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-45200-380Utility & Services (GENERAL)E100-41941-400 Repairs & Maint Cont (GENERAL)Total CENTERPOINTENERGYHOUSTONTotal COMPUTERINTEGRATIONTECHTotal CULLIGANBOTTLEDWATERTotal DAKOTASUPPLYGROUP Total COMCAST-INTERNETTotal CLBENSENCOINCTotal BOYERTRUCKSTotal CINTAS - 470CLBENSENCOINCDALCOCULLIGAN BOTTLEDWATERCOMPUTER INTEGRATIONTECHCOMCAST-INTERNETCINTAS - 470CENTERPOINT ENERGYHOUSTON$4,215.00$103.50$152.16$868.15$595.00$867.00$480.00$422.00$14990$139.18$139.17$116.94$121.33$116.94$121.33$203.70$800.64$39.82$38.94$69.00$24.10$46.73$35.76$91.40$36.124849733697389S100534672.0114X77746309300836300755300589119518119469119446119441111220111220406774649740677464724067746418406774639940669488864066948842406694883540669487499884559-710-110620110620124516DOTINSPECTIONSUPPLIESOFFICEWATERITMANAGED SERVICE - MTHITMANAGED SERVICEMTHITMANAGED SERVICE - MTHITMANAGED SERVICE - MTHEQUIPMENTITMANAGED SERVICE - MTHITMANAGED SERVICE - MTHINTERNETINTERNETUNIFORMSFLOOR MATS - POLICECITYHALLPUBLICWORKSUNIFORMSFLOOR MATS - POLICEPUBLICWORKSCITYHALLNATURALGAS-9100NATURAL GAS - 5754460-3NATURAL GAS - 5754177-3AIRFILTERS11/20/208:30AMCITYOFCORCORAN1,500.02$6,797.90$800.64$868.15$278.35$674.53$279.64$38. 94 Page 2 Check Detail Register© November 2020 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41941-210OperatingSupplies (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20202EmeryAccessoryBLDCUP20-026G500-20436PulteEncore - PUDSkch17-029G500-20430BassLkCrossFP, FPUD, 17-022G500-20436PulteEncore - PUDSkch17-029G500-20430BassLkCrossFP, FPUD, 17-022G500-20400Ravinia5th & 6thE100-43100-232GravelE416-47000-611BondIssuanceCostsE100-41300-433DuesandMembershipsE100-42100-301PrisonerE100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE100-45200-221MaintenanceProjectsE100-42200-300ProfessionalSrvs (GENERAL)G100-21709 Dependent CareFSAWithholdE 601-49400-215 Water MetersTotal KERBHILL FARM/MARTHA KERBERTotal KENNEDY & GRAVEN, CHARTEREDTotal FERGUSON WATERWORKSTotal HENN COSHERIFF-MC131 Total ECMPUBLISHERSINCTotal GOTTSCHALK, MATTTotal HANOVER, CITYOFTotal HEINZ, DAVIDECMPUBLISHERSINCLANDFORMKERBHILL FARM/MARTHAKERBERKENNEDY & GRAVEN,CHARTEREDICMAHENNCOSHERIFF-MC131HEINZ, DAVIDHANOVER, CITYOFGOTTSCHALK, MATTFERGUSONWATERWORKSTotal DALCOTotal ICMA$16,132.89$4,535.92$3,307.25$5,500.00$1,050.00$1,187.81$1,300.00$106.54$112.00$763.00$800.00$206.91$920.00$82.50$18.75$18.75$63.75$69.50$69.50803909310943109431094310933109231092310913109010012020B536293 - 20211000155877100015559910001555321111202020-411162011-12-2020 PHDELINQUENT ASSESSMENTSYard Homes MNCHOL 20-029City-Initiated Amendment toResidential Districts 20-028Emery Accessory Building CUP 20-026Pulte Bellwether 2ndAddition Final PlatandPUD 19-001Pulte Encore Final PUD andFP 18-027Bass LakeCrossing FP, FPUD andDA 17-022RAVINIA 5TH 16-015SLOPE FAILURE ONTRAILHAVEN ROAD2020B BOND ISSUANCE COSTS2021 MARTENSPrisoner Fees - Booking / HousingRadio Fees - Public WorksRadio Fees - PoliceTRUCKING REDBALLDIAMOND AGGREGATE2020 FIRE PROTECTION - 4TH QTRREIMBURSEMENTSMETERS11/20/208:30AMCITYOFCORCORAN16,132.89$4,535.92$5,500.00$1,050.00$1,477.22$1,300.00$152.16$800.00$920.00$106.54 Page 3 Check Detail Register© November 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid G500-20488RushCreekReserveE100-42400-300ProfessionalSrvs (GENERAL)E100-42400-300ProfessionalSrvs (GENERAL)E100-42100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-41400-433DuesandMembershipsE100-43100-210OperatingSupplies (GENERAL)E601-49400-311WaterPurchasedE100-43100-220Repair/MaintSupply (GENERAL)E100-42100-300ProfessionalSrvs (GENERAL)E100-43100-225Landscape/DitchMaterialsG500-20436PulteEncore -PUDSkch17-029G500-20482NelsonSketchPlan19-023G500-20332LennarTaveraDevelopmentG500-20497KariniemiPP20-016E100-41920-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20209OrthSolarCofC20-038G500-20485Tessmer -TopoExemption20-007E100-41910-300ProfessionalSrvs (GENERAL)G500-20469 Rav11-1318-040,19-002 & 012G500-20471 St. ThereseSketchPlan19-006Total METROWESTINSPECTIONSERVICESTotal MENARDSMAPLEGROVETotal MAPLEGROVE, CITYOFTotal LITTLEFALLSMACHINE Total MCTOOL & SAFETYTotal LANOEQUIPMENTTotal LEADSONLINETotal LANDFORMLANO EQUIPMENTMETROPOLITAN COUNCILENVIROMETROWESTINSPECTIONSERVICESMENARDSMAPLEGROVEMCFOAMAPLE GROVE, CITYOFLITTLEFALLSMACHINELEADSONLINETotal MCFOA$39,070.08$29,601.61$5,733.75$1,625.00$3,000.00$1,211.00$5,396.00$4,299.25$1,523.00$1,720.00$173.75$195.00$538.24$104.25$334.75$34.75$85.4315.16$45.00$44.46$34.75$34.75310942617080620 & 09167409373983FRIEDRICH-200092512072835957725815303-7942753109431094310943109431094310943109431094310943109431094RushCreekReserveFPandFPUD20-030FINALIZEDINSPECTIONSMEETINGS & PLANREVIEWSDETECTIVEOFFICESUPPLIESMCFOAMEMBERSHIPFEESUPPLIESWATERUSAGE3RDQTRSUPPLIESONLINEINVESTIGATIONSYSTEMBOBCATS595HA/C-2S/N: B3NL19622Bellwether5thFPandFinalPUD20-024NelsonTruckingCUP, SP, VAR20-022TaveraRZ, PUDandPP20-017KarineimiFP20-036CodeEnforcementCorcoranPlanningOrthSolarCofC20-038Tessmer - PP20-037City/LotherTopo/WetlandWaiver20-035Ravinia15thFP, PUD, FPUD20-033St. ThereseWetland/TopoWaiver20-03211/20/208:30AMCITYOFCORCORAN25,022.50$29,796.61$39,070.08$3,000.00$1,625.00$538.24$100.59$44.46$45.00 Page 4 Check Detail Register© November 2020 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E602-49450-312MCESSewageTreatmentE100-41941-400Repairs & MaintCont (GENERAL)E416-42100-210OperatingSuppliesGENERAL)E416-42100-210OperatingSupplies (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-43100-210OperatingSuppliesGENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-42200-300ProfessionalSrvs (GENERAL)E100-41410-210OperatingSupplies (GENERAL)E100-41400-210OperatingSuppliesGENERAL)E100-41400-210OperatingSupplies (GENERAL)E100-41400-210OperatingSupplies (GENERAL)E100-41400-210OperatingSupplies (GENERAL)E100-42100-220Repair/MaintSupplyGENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E 601-49400-300 Professional Srvs (GENERAL)Total STREICHERSPOLICEEQUIPMENTTotal METROPOLITANCOUNCILENVIROTotal NAPAAUTOPARTS - CORCORANTotal SITEONELANDSCAPESUPPLYTotal MINNESOTADEPTOFHEALTHTotal MINNESOTAEQUIPMENT Total ROGERS, CITYOFTotal OFFICEDEPOTTotal STREETFLEETMINNESOTADEPTOFHEALTHTEGRETESTREICHER SPOLICEEQUIPMENTSTREET FLEETSITEONELANDSCAPESUPPLYROGERS, CITYOFOFFICEDEPOTMINNESOTA EQUIPMENT$30,994.27$3,882.84$6,932.00$1,098.00$107.80$380.00$549.90$240.55$554.40$519.52$153.68$225.58$195.09$424.64$269.35($18.00)$57.49$17.37$12.99$11.49$7.67$1.49000111593993144I1464792I1464328478248104761444-00104599221-00104505362-004THQUARTE132729264002323148323099P35881P35662P35661P35660P351511270075-4QMATERIALTREATMENTMONTHLYCITYHALLCLEANINGLASERPROTECTIVEFILMKITSUPPLIES/UNIFORMSHENNEPINCOUNTY ELECTIONSSUPPLIESSUPPLIESSUPPLIESFIREPROTECTION - 4THQUARTERSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESPARTSPARTSSUPPLIESSUPPLIESSUPPLIESSUPPLIESSUPPLIESWATERSUPPLYSERVICE11/20/208:30 AM CITYOFCORCORAN30,994.27$3,882.84$7,481.90$1,227.60$1,098.00$866.95$240.55$268.92$ 177.09 Page 5 Check Detail Register© November 2020 UnpaidUnpaidUnpaid E400-41941-210OperatingSupplies (GENERAL)G500-20332LennarTaveraDevelopmentG500-20491PaulsenFarmsOSPG500-20332LennarTaveraDevelopmentG500-20471St. ThereseSketchPlan19-006G500-20436PulteEncore - PUDSkch17-029G500-20485Tessmer -TopoExemption20-007G500-20459RefugeofRushCreekFP18-028G500-20474ComLinkMidwestCUP19-011G500-20423BassLakeEstSkchPUD17-015G500-20423BassLakeEstSkchPUD17-015G500-20438BassLkCRM/IHomeEngineeringE427-43100-530ImprovementsOtherThanBldgsG500-20335LennarEngPlanReview/ModificE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesE602-49450-303EngineeringFeesG500-20471St. ThereseSketchPlan19-006G500-20477ScherberCR30WCALGUG500-20208LyndonMinksWCAG500-20207PaumenPropertyWCAG500-20206St. ThomasChurchWCAG500-20454EdgewaterCorcoranSkch18-018G500-20484KariniemiWCAE100-43170-299WatershedLGUE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesG500-20204AppaloosaWoodsFeasibilityE100-43170-300ProfessionalSrvs (GENERAL)E416-42100-580 Other Equipment Total WATCHGUARD VIDEOTotal THEBIGBLUEBOXTHEBIGBLUEBOXWENCK ASSOCIATES, INC.WATCH GUARD VIDEOTotal TEGRETE$14,610.00$15,792.87$12,862.35$10,112.50$1,250.00$1,855.70$1,898.50$1,466.50$1,924.10$1,260.16$3,621.10$1,350.00$1,057.50$2,965.40$4,168.23$472.50$553.50$472.50$274.35$145.51$391.28$267.95$267.95$271.20$271.20$339.40$339.40$672.00$301.60$412.80$240.00$163.50$216.00$900.00$277.80$649.40$85.4064.50$64.501104201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201113201 113201113201113201113201113201113201113204REINV0011840' OFFSITE RENTALLennar TaveraDevelopmentPaulsen Farms OSPWessel Project Offsite UtilitiesSt. ThereseSketchPlan 19-006Pulte Development InfrastructureTESSMERSUBDIVISIONRefugeof RushCreekFP18-028 Wetland EscrowComLinkMidwestCUP 19-011Cold StorageCrossingsBassLake EstatesSketchPUD 17-015BassLakeCrossingM/IHome17-012Engineering66thStreetDesign andConstructionINSPECTIONSINSPECTIONSBASS LAKE CROSSINGBASS LAKECROSSINGRAVINIARAVINIAPULTEPULTENE Water SupplySanitary Sewer - EngineeringST THERESEWCAScherberCR30 WCALGULyndon Minks WCAPaumen WCASt. Thomas WCAEDGEWATER WCAKariniemi WCAWCAVIOLATION - E. MAYERSWCA LGUStorm Water - EngineeringTransportation2020 SE CORCORAN TRUNK WATERMAINAPPALOOSA WOODSENGINEER'SREPORTEQUIPMENT11/20/208:30 AM CITYOFCORCORAN14,610.00$1,250.00$ 380.00 Page 6 Check Detail Register© November 2020 Unpaid G500-20482NelsonSketchPlan19-023G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsE100-43170-300ProfessionalSrvs (GENERAL)G500-20482 NelsonSketchPlan19-023G500-20488 RushCreekReserveTotal WENCKASSOCIATES, INC. WRIGHT HENNEPIN COOP ELECT$16,054.45$3,845.73$3,797.00$2,007.10$30.67$30.85$30.85$48.07$30.85$48.07$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$29.85$60.53$29.85$29.85$29.85$29.85$29.85$29.85$31.67$31.67$30.67$30.67$30.67$30.67$30.67$30.67$29.85$7.21111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320NelsonSketchPlan19-023FIRLNN/LOT #8: 150-1694-0079FIRLNN: 150-1694-0078FIRLNN/CR10: 150-1694-007674THAVEN: 150-1693-7077FIRLNN/CR10: 150-1693-7076FIRLN/74THAVE: 150-1693-7075FIRLNN: 150-1693-7074FIRLN/75THAVE: 150-1693-7072Gleason/Wildflo: 150-1693-5986Wildflo/Gleason: 150-1693-5734Primrose/Wildfl: 150-1693-573319399Primrose:150-1693-573219315Primrose: 150-1693-573119343Annabelle: 150-1693-572619367Annabelle: 150-1693-57246370SteepleLN: 150-1693-02026310SteepleLN: 150-1693-020119345GoldenTR: 150-1693-020019389LupineLN: 150-1693-019919437LupineLN: 150-1693-0197Bridle/66thAve: 150-1692-837466TH/CEDAR: 150-1692-83736485Larkspur: 150-1692-090719065Galloway: 150-1691-808219130Galloway:150-1691-80806657Bridle: 150-1691-80796681Bridle: 150-1691-806619301Annabelle: 150-1691-8063ElderberryCt: 150-1691-0178BridlePath: 150-1691-0177Prairie/Bridle: 150-1691-0174Bridle/Bluestem:150-1691-0168Bridle/Steeple: 150-1691-0158Paddock/Bridle: 150-1690-5158BridlePath: 150-1690-5146PaddockLn150-1690-5137Bridle/Paddock: 150-1690-5135Bridle/Gleason: 150-1690-5131BRIDGEANDMSAFEASIBILITYSTUDYNELSONTRUCKINGCAH101TURNLANES11/20/208:30 AM CITYOFCORCORAN94, 153.43 Page 7 Check Detail Register© November 2020 G500-20420BassLakeCrossMIHome17-012E601-49400-380Utility & Services (GENERAL)E100-42100-380Utility & Services (GENERAL)E100-42100-380Utility & Services (GENERAL)E100-45200-380Utility & Services (GENERAL)E100-43100-381Street/SignalLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012$1,213.77$105.74$159.87$30.85$37.26$20.01$57.37$36.49$35.80$21.95$21.95$21.95$21.95$21.95$21.95$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$30.85$37.27$30.85$30.85$30.85$30.85$30.85$30.85$30.85$2.99$2.99$2.99111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320111320FIRLNN/72NDN: 150-1694-008019090BassLkRd:150-1687-75106510CtyRd116/Siren150-1680-46628200CtyRd116: 120-1255-6300SchoolProperty: 120-1247-9600MapleHillEst: 120-1246-8100CIVILDEFENSE: 120-1246-8000Ballpark: 120-1246-7200CTYRD10/116000-0100-1469GleasonPkwy150-1695-9398GleasonPkwy150-1695-9396GleasonPkwy150-1695-9395PrairieSageLN/BridlePath150-1695-8438PrairieSageLN150-1695-8436PrairieSageLN150-1695-8435PrairieSageLN105-1695-8432BridlePath150-1695-8431GleasonPkwy/Bridle150-1695-8428BlackOakLN150-1695-7149BlackOakLN/BlackOakCT150-1695-6371BlackOakCT150-1695-6367CoachHouseLN150-1695-6365AnnabelleCT150-1695-6359AnnabelleLN/BlackOakLN150-1695-6352CoachHouseLN/Annabelle150-1695-6351CoachHouseLN150-1695-635063RDAVEN150-1694-9987LARKSPURLN/63RD150-1694-9986STIEGROAD150-1694-8544STIEGROAD150-1694-8543102NDPLACE/ 103RDAVENUESTEEPLECHASELN150-1694-7920MEADOWRUECT150-1694-7919SNOWBERRYCT150-1694-7918STEEPLECHASELN150-1694-7917MEADOWRUECT150-1694-7911HICKORYLNN150-1694-689475THAVEN150-1694-689374THAVEN150-1694-6892JACKPINELNN150-1694-689174THPL & MAPLE150-1694-6889WILDFLOWERTRL150-1694-4506WILDFLOWERTRL150-1694-4505SUNFLOWERCOURT150-1694-4503PRIMROSECOURT150-1694-4502ANNABELLELOT5150-1694-0821FIRLNN/LOT #5: 150-1694-008272NDAVEN: 150-1694-008111/20/208:30 AM CITY OF CORCORAN Page 8 Check Detail Register© November 2020 FundSummaryUnpaid10100FarmersStateBank100GENERALFUND602SEWER601WATER500ESCROWHOLDINGFUND427GLEASON/66THPARKWAYEXTENSION416CAPITAL-EQUIPMENTCERTS400CITYHALLREMODEL2020-2021E100-43100-380Utility & Services (GENERAL)E100-43100-381Street/SignalLightsE100-43100-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-45200-380Utility & Services (GENERAL)E100-45200-380Utility & Services (GENERAL)E100-43100-381Street/SignalLightsE100-43100-381Street/SignalLightsE100-43100-381Street/SignalLightsE100-43100-381Street/SignalLightsE100-43100-381Street/SignalLightsG500-20390RaviniaStreetLightsE100-45200-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E602-49450-380Utility & Services (GENERAL)E602-49450-380 Utility & Services (GENERAL)Total WRIGHT HENNEPIN COOP ELECT Total XCEL ENERGYXCEL ENERGY$144,447.78$27,591.90$59,965.04$77,808.49$1,250.00$5,943.37$3,621.10$342.41$136.52$167.70$125.26$103.07$62.54$55.90$19.85$20.67$39.67$39.67$36.27$39.67$19.85$39.14$61.50111320111320 1113201113201113201113201113201113201113201113201113201113201113201113201113209525 Cain Rd: 150-1689-52309100 Cty Rd 19: 150-1688-8463Co Rd 10 & 50: 120-1246-7700Cty 10/Stanchion:120-1246-7600CTY 10/St Thomas:120-1246-7500CTY 10/Treptaus: 120-1246-7400WILDFLOWER: 150-1694-4774BASEBALL FIELD: 150-1693-685520120 CTY 10 LIF:150-1691-6661Brockton Ln: 150-1689-687111/20/208:30AMCITYOFCORCORAN5,240.63$136.52 10100 Farmers State Bank$320,627. 68 320,627. 68 Page 9 Check Detail Register© November 2020 Check CityofCorcoran ConsultantSummary 11/23/2020 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform11/06/20 25,022.50 Metro West Inspection11/12/20 29,796.61 Rolf Erickson Enterprises Wenck Associates11/13/20 94,153.43 Total$ 148,972.54 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2020ClaimsWorkbook.xls STAFF REPORT Agenda Item 8d. Council Meeting: November 23, 2020 Prepared By: Brad Martens Topic: City Administrator Performance Evaluation Distribution Action Required: Accept and Complete Summary: Annually in December, the City Council evaluates the performance of the City Administrator. According to the terms of the employment agreement “An adjustment in annual salary for the City Administrator shall be considered at the time performance reviews are given by the Council provided a satisfactory performance evaluation is received.” Attached to this report is the evaluation form for the City Administrator. It is requested that Councilmembers complete the form and forward to Administrative Services Director Jessica Beise no later than Friday, December 11th. A closed session will be scheduled for the December 21, 2020 City Council meeting for the formal evaluation to take place. Financial/Budget: Unless directed otherwise, the City Administrator will receive the same compensation adjustment as other employees effective January 1, 2020. Options: 1. Accept the performance evaluation form and complete as requested. 2. Discuss a different method to complete the evaluation. Recommendation: Accept the performance evaluation form and complete as requ ested. Council Action: Accept the performance evaluation form and complete as requested. Attachments: 1. 2020 Performance Evaluation – City Administrator Page 1 of 7 CITY OF CORCORAN Performance Evaluation Brad Martens, City Administrator Evaluation period: 2020 Each City Council member should complete th is evaluation form, sign it in the space below, and return it to Jessica Beise at City Hall. The deadline for submitting this performance evaluation is December 11, 2020. Evaluations will be summarized and included on the agenda for discussion at the December 21, 2020 meeting in closed session. Council Member’s Signature Date Submitted Add the values from above and enter the subtotal ÷ 5 = score for this category Initials Page 2 of 7 INSTRUCTIONS This evaluation form contains ten categories of evaluation criteria. Each category contains a statement to describe a behavior standard in that category. For each statement, use the following scale to indicate your rating of the city administrator’s performance. 5 = Excellent (almost always exceeds the performance standard) 4 = Above a verage (generally exceeds the performance standard) 3 = Average (generally meets the performance standard) 2 = Below average (usually does not meet the performance standard) 1 = Poor (rarely meets the performance standard) If you choose to not rate a particular statement, please describe why you did so in the margin next to that statement. At the bottom of each a category you are asked to divide the sub-total of the category by five to get an average score. If you leave a statement blank, please adjust the number to divide by accordingly. This evaluation form also contains a provision for entering narrative comments, including an opportunity to enter responses to specific questions and an opportunity to list any comments you believe appropriate and pertinent to the rating period. Please write legibly. Leave all pages of this evaluation form attached. Initial each page. Sign and date the cover page. On the date space of the cover page, enter the date the evaluation form was submitted. All evaluations presented prior to the deadline identified on the cover page will be summarized into a performance evaluation to be presented by the governing body to the City Administrator as part of the agenda for the meeting indicated on the cover page. PERFORMANCE CATEGORY SCORING 1. INDIVIDUAL CHARACTERISTICS Diligent and thorough in the discharge of duties, “self-starter” Exercises good judgment Displays enthusiasm, cooperation, and will to adapt Mental and physical stamina appropriate for the position Exhibits composure, appearance, and attitude appropriate for executive position Add the values from above and enter the subtotal ÷ 5 = score for this category Initials Page 3 of 7 2. PROFESSIONAL SKILLS AND ST ATUS Maintains knowledge of current developments affecting the practice of local government management Demonstrates a capacity for innovation and creativity Anticipates and analyzes problems to develop effective approaches for solving them W illing to try new ideas proposed by governing body members and/or staff Sets a professional example by handling affairs of the public office in a fair and impartial manner Add the values from above and enter the subtotal ÷ 5 = score for this category 3. RELATIONS WITH ELECTED MEMBERS OF THE GOVERNING BODY Carries out directives of the body as a whole as opposed to those of any one member or minority group Sets meeting agendas that reflect the guidance of the governing body and avoids unnecessary involvement in administrative actions Disseminates complete and accurate information equally to all members in a timely manner Assists by facilitating decision making without usurping authority Responds well to requests, advice, and constructive criticism Add the values from above and enter the subtotal ÷ 5 = score for this category 4. POLICY EXECUTION Implements governing body actions in accordance with the intent of council Supports the actions of the governing body after a decision has been reached, both inside and outside the organization Understands, supports, and enforces local government’s laws, policies, and ordinances Reviews ordinance and policy procedures periodically to suggest improvements to their effectiveness Offers workable alternatives to the governing body for changes in law or policy when an existing policy or ordinance is no longer practical Initials Page 4 of 7 5. REPORTING Provides regular information and reports to the governing body concerning matters of importance to the local government Responds in a timely manner to requests from the governing body for special reports Takes the initiative to provide information, advice, and recommendations to the governing body on matters that are non-routine and not administrative in nature Reports produced by the administrator are accurate, comprehensive, concise and written to their intended audience Produces and handles reports in a way to convey the message that affairs of the organization are open to public scrutiny Add the values from above and enter the subtotal ÷ 5 = score for this category 6. CITIZEN RELATIONS Responsive to requests from citizens Demonstrates a dedication to service to the community and its citizens Maintains a nonpartisan approach in dealing with the news media Meets with and listens to members of the community to discuss their concerns and strives to understand their interests Gives an appropriate effort to maintain citizen satisfaction with city services Add the values from above and enter the subtotal ÷ 5 = score for this category 7. STAFFING Recruits and retains competent personnel for staff positions Applies an appropriate level of supervision to improve any areas of substandard performance Stays accurately informed and appropriately concerned about employee relations Professionally manages the compensation and benefits plan Promotes training and development opportunities for employees at all levels of the organization Add the values from above and enter the subtotal ÷ 5 = score for this category Initials Page 5 of 7 8. SUPERVISION Encourages heads of departments to make decisions within their jurisdictions with minimal city administrator involvement, yet maintains general control of operations by providing the right amount of communication to the staff Instills confidence and promotes initiative in subordinates through supportive rather than restrictive controls for their programs while still monitoring operations at the department level Develops and maintains a friendly and informal relationship with the staff and work force in general, yet maintains the professional dignity of the city administrator’s office Sustains or improves staff performance by evaluating the performance of staff members at least annually, setting goals and objectives f or them, periodically assessing their progress, and providing appropriate feedback Encourages teamwork, innovation, and effective problem-solving among the staff members Add the values from above and enter the subtotal ÷ 5 = score for this category 9. FISCAL MANAGEMENT Prepares a balanced budget to provide services at a level directed by council Makes the best possible use of available funds, conscious of the need to operate the local government efficiently and effectively Prepares a budget and budgetary recommendations in an intelligent and accessible format Ensures actions and decisions reflect an appropriate level of responsibility for financial planning and accountability Appropriately monitors and manages fiscal activities of the org anization Add the values from above and enter the subtotal ÷ 5 = score for this category Initials Page 6 of 7 10. COMMUNITY Shares responsibility for addressing the difficult issues facing the city Avoids unnecessary controversy Cooperates with neighboring communities and the county Helps the council address future needs and develops adequate plans to address long term trends Cooperates with other regional, state and federal government agencies Add the values from above and enter the subtotal ÷ 5 = score for this category NARRATIVE EVALUATION What would you identify as the administrator’s strength(s), expressed in terms of the principle results achieved during the rating period? What performance area(s) would you identify as most critical for improvement? Initials Page 7 of 7 What constructive suggestions or assistance can you offer the administrator to enhance performance? What other comments do you have for the administrator; e.g., priorities, expectations, goals or objectives for the new rating period? STAFF REPORT Agenda Item 8e. Council Meeting: November 23, 2020 Prepared By: Brad Martens Topic: Authorization of Collection of Deferred Special Assessment Action Required: Approval Summary: Due special assessments related to 1989 road projects were discussed at both the October 22, 2020 and November 12, 2020 meetings. One of the property owners has chosen to assess the fees with taxes as authorized at the November 12, 2020 meeting. Attached to this report is a resolution to finalize that action. Financial/Budget: The amount of the assessment due is $20,799.62. Council Action: Approve resolution 2020-86 memorializing the authorization of collection of deferred special assessment of property within the City of Corcoran pursuant to Minnesota Statute 429.061. Attachments: 1. Resolution 2020-86 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-86 Page 1 of 3 Motion By: Seconded By: A RESOLUTION MEMORIALIZING THE AUTHORIZATION OF COLLECTION OF A DEFERRED SPECIAL ASSESSMENT OF PROPERTY WITHIN THE CITY OF CORCORAN PURSUANT TO MINNESOTA STATUTE 429.061 WHEREAS, in 1990, pursuant to the authority granted by Minnesota Statute Chapter 429, the City of Corcoran City Council ordered the levy of a special assessment on certain real property within the City of Corcoran described in the attached Exhibit A (the “Property”) related to road improvements, via Resolution 1989-114 (the “Assessment”); and WHEREAS, that Assessment was deferred due to the Property’s enrollment in the Minnesota Agricultural Property Tax Law, commonly known as the Minnesota Green Acres Program, Minnesota Statutes §273.111; and WHEREAS, in 2020, that deferred Assessment has reached the 30 year maximum term of deferral contemplated by Minnesota Statute §429.061 , subd. 2, and now must be collected; and WHEREAS, the amount of that deferred Assessment, inclusive of applicable interest is $20,799.62; and WHEREAS, on November 12, 2020 the City Council of the City of Corcoran authorized the City Administrator to direct the Hennepin County Assessor responsible for collection of City assessments to proceed with collection of the deferred Assessment if it was not paid or an alternative agreement reached by November 15, 2020; and WHEREAS, no payment was made or alternative agreement reached with the owner of the Property and the City Council of the City of Corcoran now desires to memorialize and disclose that decision to Hennepin County, so that the same may proceed with the collection of the deferred Assessment presently. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Corcoran: 1. In light of the City’s obligation to collect the Assessment pursuant to Minnesota Statute §429.061, subd. 2, and further due to the deferral of the collection of the Assessment for 30 years from the date of the levy of the Assessment, on November 12, 2020 the City Council of the City of Corcoran authorized the present collection of the Assessment of the Property, inclusive of applicable interest, in the total amount of $20,799.62, unless payment was received or an alternative agreement was reached by November 15, 2020. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-86 Page 2 of 3 2. No such payment was received or agreement reached by November 15, 2020. 3. The City Council requests that the Hennepin County Assessor responsible for Corcoran City assessments proceed with the previously authorized collection of the deferred Assessment presently. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November, 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Brad Martens – City Administrator City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-86 Page 3 of 3 EXHIBIT A (the “Property”) The South 1/2 of the Northwest Quarter, Section 33, Township 119, Range 23, Hennepin County, Minnesota STAFF REPORT Agenda Item 8f. Council Meeting: November 23, 2020 Prepared By: Kevin Mattson Topic: Downtown Stormwater Improvements Quote Action Required: Approval Summary: At its September 11, 2019 meeting, the Elm Creek Watershed Management Commission (ECWMC) approved the Downtown Corcoran Regional Stormwater Improvements for funding as part of its Third Generation Watershed Management Plan Capital Improvements Program. The project is eligible to receive up to $26,477 in reimbursement from the watershed. The improvement project is currently underway and being completed in various phases as Public Works staff is completing most of the work “in-kind”. Staff had planned to outsource the more significant storm sewer infrastructure components at the pond outlet due to equipment limitations and workload availability. Attached to this report are two quotes from local contractors. • Blackstone Contractors – $22,805.00 • Sunram Construction - $37,323.00 (Bid Items 1, 9-11) This work is anticipated to be completed before the end of the year weather permitting. Financial/Budget: The watershed’s funding reimbursement would be used to compensate this portion of the stormwater improvements. Options: 1. Approve the quote from Blackstone Contractors in the amount of $22,805.00. 2. Send back to staff for further review. Recommendation Staff recommends approval of the quote to Blackstone Contractors in the amount of $22,805.00. Council Action: Consider a motion to approve the quote from Blackstone Contractors in the amount of $22,805.00. Attachments: 1. Blackstone Contractors Quote 2. Sunram Construction Quote - 1 - Date: September 9, 2020 To: Rowdy Schmidt, Wenck Re: Corcoran, Downtown Pond Cleanout Blackstone Contractors, LLC. is pleased to quote the following: OPTION #1—WE PURCHASE PIPE & STTRUCTURE FROM FORTERRA OPTION #2—YOU PURCHASE PIPE AND STRUCTURES DIRECTLY PRICING BASED UPON INSTALLATION WHEN IT WORKS FOR US, LIKELY LATE OCTOBER OR NOVEMBER SOMETIME. GENERAL EXCLUSIONS: BONDS, PERMITS, TESTING, SURVEYING/LAYOUT, EROSION CONTROL, DEWATERING, STREET SWEEPING, DUST CONTROL, TRAFFIC CONTROL, UTILITY CONFLICT MANAGEMENT, DISPOSAL OF SURPLUS SOILS, PIPE BEDDING OF ANY KIND, AND ANY WORK NOT RELATED TO THE ABOVE ITEMS. ACKNOLEDGE ADDENDUM # NA BLACKSTONE CONTRACTORS, LLC IS A CERTIFIED DBE (WBE) CONTRACTOR WITH MNUCP. Any alteratfon or deviatfon from the above specificatfons involving extra cost will be executed only upon written orders and will become an extra charge. All agreements contfngent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Note this proposal may be withdrawn by us if not accepted within 10 days. Acceptance of Proposal The above prices, specificatfons and conditfons are satfsfactory and hereby accepted. You are authorized to do work as specified. Payment will be outlined in subcontractor agreement. No work will be performed without a subcontractor agreement. Date: ______________ Signature: _________________________________________ Respectiully Submitted by Blackstone Contractors, LLC. Contact: Brooks Duesterhoeft, Project Manager 763-291-7728 Phone: 763-291-7728 Fax: 763-445-2107 9520 County Road 19, Suite D Loretto, MN 55357 SPECIALTY CONTRACTING ITEM # BID ITEM UNITS QTY UNIT PRICE EXTENSION 1 MOBILIZATION & DEMOBILIZATION LUMP SUM 1 $ 825.00 $ 825.00 9 5' DIA OUTLET CONTROL STRUCTURE EACH 1 $ 11,500.00 $ 11,500.00 10 24" RC PIPE CLASS IV LIN FT 84 $ 95.00 $ 7,980.00 11 24" RC FLARED-END SECTION CLASS IV EACH 1 $ 2,500.00 $ 2,500.00 BASE BID TOTALS $ 22,805.00 ITEM # BID ITEM UNITS QTY UNIT PRICE EXTENSION 1 MOBILIZATION & DEMOBILIZATION LUMP SUM 1 $ 825.00 $ 825.00 9 5' DIA OUTLET CONTROL STRUCTURE EACH 1 $ 1,785.00 $ 1,785.00 10 24" RC PIPE CLASS IV LIN FT 84 $ 43.00 $ 3,612.00 11 24" RC FLARED-END SECTION CLASS IV EACH 1 $ 715.00 $ 715.00 BASE BID TOTALS $ 6,937.00 STAFF REPORT Agenda Item 8g. Council Meeting: November 23, 2020 Prepared By: Matt Gottschalk Topic: CIP Purchase- City Camera System Base Receiver Action Required: Approval Summary: The 2020-2021 CIP included funds to replace the City camera system base for a new base receiver with antennas capable of receiving wireless information for our City owned outdoor warning points. The old hardware is also due for replacement. This will allow the City to receive the camera and data feeds from other parts of the City. The vendor, IPS, is the overall system architect and installer for the other associated City Hall system updates. The timing of this project is intended to coincide with the other work they will be performing on site during the remodel. This base system supports the existing city camera system and will support the camera updates under consideration for approval for the City Hall remodel. Financial/Budget: The total cost of this project is $10,474.45. The approved 2020-2021 CIP contained $7,000 for the hardware associated with this item. The remaining $3,474.45 will be paid for out of the City’s Emergency Communication Systems fund. Council Action: Approve IPS Quote #28157 to install the new camera system base receiver and components. Attachments: 1. IPS Quote #28157 Integrated Protection Systems, Inc. 14200 Lincoln St NE Suite 100 Ham Lake, MN 55304 Tel. 763-250-9779 accounting@ipssec.com QUOTE NO. 28157 Brad Martens City Of Corcoran 8200 County Road 116 Corcoran MN 55340 Site:City Of Corcoran (City Hall) Site Address:8200 County Road 116 Corcoran MN 55340 Salesperson:John West Created Date:11/18/2020 Valid Until:12/18/2020 Wireless Infrastructure Scope of work; IPS to supply and install a wireless infrastructure for the city wide deployment of the "Security" network. This proposal is for the headend components that will create the "network hard connection point" at city hall. IPS proposes 3 x 120 degree antenna to be mounted on the existing pole at city hall and to be connected to the IPS "Security" network switch via Cat6 IPS to utilize the city works department to mount and install the antennas on the pole and provide the required power locations. I have broken down the different/typical "connection" sites below. All numbers are equipment only to, Labor to be added per location depending on the configuration. Head End Switch: 1 x GS1920-48HPv2 --------------------------------------------------------------------------------------- Outside: 1 AF-5U - AirFiber receiver 1 (PS-5AC + HORN-5-90) - AP with 90° sector, use up to 4 2 DTK-MRJPOEX - Ethernet surge (1 per radio), requires Shielded Cat 6 from MRJPOEX to RM12POES Inside: GS1920-8HPv2 DTK-RM12POES - 12 Port Ethernet surge protector DTK-RMAC12 - Rack Mount 12 outlet AC surge protector Data Rack ----------------------- Sub-Total ex Tax $10,474.45 Tax $0.00 Total inc Tax $10,474.45 Thank you for the opportunity to quote this project.Sub-Total ex Tax $10,474.45 Tax $0.00 Total inc Tax $10,474.45 Powered by TCPDF (www.tcpdf.org) Page 1/1 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 9a. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: November 18, 2020 for the November 23, 2020 City Council Meeting RE: Final PUD Development Plan and Final Plat for Rush Creek Reserve (formerly Sawgrass) (PID 23-119-23-42-0004) (City File 20-030) REVIEW DEADLINE: December 11, 2020 1.Application Request M/I Homes of Minneapolis/St. Paul LLC has requested approval of a final PUD development plan for the project and the final plat for the first phase of this project. 2.Planning Commission Review The Planning Commission reviewed this item at their November 5, 2020 meeting. This was not a public hearing. In addition to the applicant there were three people present to speak on the item. The speakers all expressed concern about the potential drainage impact to the properties to the north. These landowners were involved in the 2014 project review and the City has a condition in the preliminary approvals requiring “The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer’s memo. Offsite stormwater conveyance will be constructed at developer’s expense based on wetland and watershed approvals and northerly property owners providing easements.” This condition is included as condition #40 of the Final PUD Plan resolution. Staff noted that the applicant is required to comply with all local, watershed and state stormwater regulations, which would protect adjacent landowners. Additionally, as part of the original PUD the City required that the applicant work with the adjacent landowners to try to resolve their existing issues. The stormwater plan is not yet approved and that this condition requires the City and the applicant to work with the adjacent property owners to try to improve the existing drainage issues on those properties. The Planning Commission felt that the existing approvals and conditions would address the neighbors concerns and recommended not change to this resolution condition. The Planning Commission recommended a revision to condition #10.c. of the Final PUD Plan resolution. The applicant requested that up to 77% of the face of the single family buildings be allowed to be garage face. The Planning Commission felt that was too much garage face and recommended a maximum of 65%. The resolution has been revised to reflect this change. Following the Planning Commission meeting, the application provided additional information about the request for larger garage face percentage for the single family home area in the center of the site as shown on the attached single family garage exhibit. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 2 November 23, 2020 The applicant is continuing to request approval to allow the garage frontage to be exceeded for the single family homes in the center of the site only. Figure 1-Single Family Garage Frontage Exhibit If the Council supports this request, they should modify the Planning Commission recommendation on condition 10.c. of Resolution 2020-87 as follows: PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 7665% for detached single family homes, 70% for twinhomes and 72% for townhomes. This is an increase from the 60% allowed for single family homes and 70% allowed for twinhomes/townhomes in the preliminary PUD approvals. 3. Context Background The City reviewed a concept plan for the Sawgrass development in the summer of 2014. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 3 November 23, 2020 The City completed an EAW (environmental assessment worksheet) and adopted a determination of No Need for EIS on November 13, 2014. The City granted preliminary approvals for 246 homes on 103-acres on December 11, 2014 and these approvals were valid for two years. One-year extensions were approved by the Council on February 23, 2017, January 25, 2018 and February 28, 2019 with a current expiration date of February 28, 2020. On February 27, 2020, the City Council approved an extension of the preliminary approvals until August 27, 2020. The final plat and final PUD development plan application was submitted prior to that deadline. Zoning and Land Use The property is currently guided Low Density Residential and zoned RSF-2 (Single Family Residential 2). The rezoning to PUD was approved on December 11, 2014 and becomes effective when the City Council adopts the final PUD Development plan. If the approved, staff will update the zoning map to reflect the PUD zoning for the portion of the site that will be developed as Rush Creek Reserve (not the outlots to be retained by the landowner or acquired by the Church. Surrounding Properties The properties to the north are guided Mixed Residential and High Density Residential and zoned UR. The properties to the east are guided Medium Density Residential and Public/Semi-Public and are zoned RMF-1 (Medium Density Residential) and P-I (Public Institutional). The four parcels to the south (and north of County Road 10) are guided Commercial and Public/Semi-Public and zoned C-1 (neighborhood commercial). The property to the south across County Road 10 is guided Parks/Open Space and Public/Semi-Public and zoned P-I. Natural Characteristics of the Site A High Quality Natural Community is located in the north (Maple Basswood Forest) and east (Floodplain Forest) areas of the site. Rush Creek and an unnamed tributary are adjacent to or within the site; consequently, a portion of the site is in the shoreland overlay district. A portion of the site is also located in the floodplain. There are numerous wetlands scattered throughout the site. 4. Analysis of Request 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. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 4 November 23, 2020 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 Development Plan Staff has reviewed the application for consistency 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. PUD Amendments The original Sawgrass PUD approvals included flexibility from some standards in exchange for a development with amenities or improvements that would not otherwise have been possible. Specifically: The developer received PUD flexibility for: • Reduced lot sizes (area and width) • Reduced setbacks • Signage (sign area and number) • Flexibility from the architectural design standards, regarding garages • Alternative wetland buffers • Trails located within the buffer • Shoreland Overlay District flexibility related to lot coverage, lot width, setbacks and building height. In return for this flexibility, the developer provided: • HOA-maintained permanent open space (38% of the site) • HOA-maintained landscaping in the cul de sac islands and entry monument • A restored urban forest with more than 1,620 new trees • Decorative street lighting • Sidewalks all public streets • Dedication of a trail easement on the west side of the property without park dedication credit • Paving of the entry trail at no cost to the City • Preservation/restoration/enhancement of wetlands • Financing of trunk infrastructure improvements, including a lift station in the project and improvements to County Road 10 • Life-cycle housing opportunities with single family detached homes and some association maintained housing planned. The applicant is now M/I Homes and there are some requested changes to the approved PUD that are beyond the typical minor changes that occur between preliminary and final approval These changes were reviewed by the City Council on April 23, 2020 and the PUD amendment will be processed with the final PUD development plan: Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 5 November 23, 2020 1. The new plan will only include a portion of 103-acre site in the PUD. The entire site will be included in the final plat, but a 7.5-acre parcel on the west side of the site will be retained by the landowner and a parcel on the east side of the site will be acquired by St. Thomas Church. These two parcels will retain the RSF-2 zoning. 2. The new plan eliminates the 75-foot wide lots and replaces them with 55- and 65-foot wide lots. In exchange for this change, the applicant is proposing to increase the site yard setback from the approved 5-foot setback to 7.5 feet. a. They would increase the number of lots from 246 to 255 homes. This increases the net density from 3.5 units per acre (upa) to 3.8 upa. b. This is consistent with the 3-5 unit per net acre range required by the Comprehensive Plan. 3. Change foundation types, which will impact the grading plan. The proposal would include a mix of slab, full, lookout, walk out foundations. 4. The Zoning Ordinance requires a minimum garage size and the applicant is requesting PUD flexibility from these standards. This is a new request that was not part of the original approvals. 5. The original approvals received PUD flexibility from the maximum garage area on the front elevation. The applicant is requesting an additional increase as part of this project. 6. The applicant is also requesting flexibility from the ordinance townhome standard that 1) a minimum of twenty five percent (25%) of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone 2) no single building facade shall have more than seventy five percent (75%) of one type of exterior finish and 3) no townhome dwelling structure shall have more than sixty percent (60%) of all building facades of one type of exterior finish. 7. Townhomes were a highly desired component of the original development proposal for the Council at the time. The new concept increases the number of townhomes from 20 to 56 homes. Proposed PUD Uses The new plan includes a variety of single family homes, twin homes and townhomes. The plans show: 177 single family homes 22 twin homes 56 townhomes 255 total homes While the total number of units has changed, the mix of units is consistent with the PUD approvals. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 6 November 23, 2020 Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are generally consistent with the preliminary plat and preliminary PUD development plan, which allowed a mix of 55-, 65- and 75-foot wide lots with a 5- foot side yard setback. The final PUD is modified to eliminate the 75-foot side lots and increase the side yard for the single family home lots from 5 feet to 7.5 feet. The requested standards are: Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings The site plan should be revised to show a minimum 22-foot driveways for all garages that do not overlap into sidewalks, drives or streets. Architecture The applicant has a variety of building elevations for the different housing types and it appears that they will comply with the anti-monotony regulations for the detached homes. However, they are requesting flexibility from the material standards. The front elevations of the single family homes and villas provide good building articulation and interest, but no side or rear elevations were provided. Full building elevations must be submitted for architectural review and approval by staff. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 7 November 23, 2020 Section 1040.040, Subd. 8. of the Zoning Ordinance establishes design standards for single family homes (which includes villas and twinhomes) and Section 1040.060, Subd. 9 of the Zoning Ordinance establishes design standards for townhomes. The applicant is requesting to allow PUD flexibility for up to 77% garage face for single family homes and up to 70% coverage for villas and twinhomes. The prior PUD approvals granted flexibility for 60% frontage where 55% is allowed by Section 1040.040, Subd. 8: B. Garages: 1. The garage shall not comprise more than 55 percent of the viewable ground floor street- facing linear building frontage. This standard is based on the measurement of the entire garage structure and not on a measurement of the garage door or doors only. Corner lots are exempt from this requirement on one street elevation. 2. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior design of the home. The townhome standards in Section 1040.060, Subd. 9 do not limit the garage face, but the preliminary PUD approvals limited it to 70% of the building face for townhomes and the applicant is requesting an increase to 72%. The Planning Commission supported the increase for twinhomes and townhomes, but recommended that single family homes (including villas) be limited to 65%. The single family and twinhome standards require a minimum of two different materials on the front elevation, a minimum of 3 different variations of color, style and/or material and except for brick, stucco or stone, no more than 75% of one type of exterior finish. Exhibit C of the applicant’s narrative includes all Proposed Front Building Elevations for the community. No information was provided about side or rear elevations, but applicant has indicated that they will comply with the ordinance standards for these elevations, which require: 1. Equal architectural treatment on all sides of the building (materials, articulation, etc.) shall be used for all new residential construction when located on or visible from a street or public park. Each elevation facing a street or public park should use a minimum of 2 different materials and/or styles compatible with the front elevation as described in this Section. All other elevations shall make a good faith effort to demonstrate that elements of the front elevation have been considered for incorporation on these elevations. The PUD modified this requirement as follows for the homes visible from County Road 10: These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. 2. Each side elevation shall have at least one window or door opening. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 8 November 23, 2020 3. A maximum of 18 inches of the foundation wall may be exposed on any elevation. Exhibit C of the applicant’s narrative outlines the area of each material on the proposed elevations for all project types. A total of 99 elevations are provided within the community when a minimum of 5 front elevations is required. Staff finds that the single family and villa units comply with these standards. The twinhome units are subject to these same standards in the Zoning Ordinance, but for the purposes of this project are being evaluated under the townhome standards discussed below. The Sawgrass preliminary approvals said “Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. However, since no home plan has been provided, the City will work with the applicant to determine the extent of this flexibility when a development proposal for that site is submitted.” No specific PUD flexibility was granted, but the City suggested a willingness to consider modifications to the design standards. The applicant is requesting approval of the following material mixes on the townhome buildings: 3-Unit building Front Side 1 (N) Side 2 (H) Back Total sq. ft. % sq. ft. % sq. ft. % sq. ft. % sq. ft. % Siding 560.16 57.5% 613.72 73.6% 1111.8 100% 1120.49 100.0% 3406.17 84.3% Shake 324.02 33.3% 220.11 26.4% 0 0% 0 0.0% 544.13 13.5% Stone 90.28 9.3% 0 0.0% 0 0% 0 0.0% 90.28 2.2% Total 974.46 833.83 1,111.8 1,120.49 4,040.58 4-Unit building Front Side 1 (N) Side 2 (H) Back Total sq. ft. % sq. ft. % sq. ft. % sq. ft. % sq. ft. % Siding 730.24 57.5% 613.72 73.6% 1111.8 100.0% 1539.79 100.0% 3995.55 84.0% Shake 432.43 34.0% 220.11 26.4% 0 0.0% 0 0.0% 652.54 13.7% Stone 107.42 8.5% 0 0.0% 0 0.0% 0 0.0% 107.42 2.3% Total 1,270.09 833.83 1,111.8 1,539.79 4,755.51 Staff does not believe that the side and rear elevations as proposed meet the ordinance standards. Townhomes are required to comply with the following design standards: Exterior Building Finish: The exterior of attached/townhome dwelling units shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, attached/townhome dwelling structures shall comply with the following requirements: a. A minimum of twenty five percent (25%) of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 9 November 23, 2020 The applicant provided a table in Exhibit C of their narrative with a breakdown of material types and percentages. They are requesting PUD flexibility to allow less than the 25% requirement. The plans vary by building type but have a range of 5.1 – 17% percent stone on the front elevation. Lap siding ranges from 47 - 71.4% of the front elevation with shake siding access ranging from 23.2 – 47.1 % of the elevation. Staff believes the townhome elevations provide an appropriate mix of materials and articulation to provide visual interest to meet the intent of the ordinance on the front elevation. The first side elevation does include some shake siding (26.4%) in addition to the lap siding, which is consistent with the intent of the ordinance. However, the other side and rear elevation are shown only with lap siding. Flat elevations with only one color/type of siding the rear and side elevations would not meet the ordinance requirements. The rear elevation does provide some visual interest due to the roof line changes, but staff recommends that the Planning Commission discuss potential upgrades to those side and rear elevations. Some alternatives that have been used on other projects include: • Use of the wider window trim found on the front elevation on the side and rear elevations • The use of the window grids from the front elevation on the side and rear elevations • Adding shake to the side or rear elevations • Adding a trim board to break up the elevation • Using more than one color of lap siding The Planning Commission should review and provide direction on how to adequately address the intent of the ordinance. Staff has included a condition #10.f.ii requiring modifications to the plans to address the spirit of the ordinance. However, if the Planning Commission finds that the current design is consistent with the ordinance, they should modify that condition. b. Except for brick, stucco, and/or natural or artificial stone, no single building facade shall have more than seventy five percent (75%) of one type of exterior finish. The applicant is requesting flexibility as noted above. c. Except for brick, stucco, and/or natural or artificial stone, no townhome dwelling structure shall have more than sixty percent (60%) of all building facades of one type of exterior finish. The applicant is requesting flexibility as noted above. d. For the purpose of this Section and material calculations: i. The area of the building facade shall not include area devoted to windows, entrance doors, garage doors, or roof areas. ii. Variations in texture or style (i.e., lap siding versus shake shingle siding) shall be considered as different materials meeting the requirements of this Section. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 10 November 23, 2020 iii. Integral colored split face (rock face) concrete block or plain concrete block shall not qualify for meeting the brick, stucco and/or natural or artificial stone material requirements. Color. Each attached/townhome building shall feature a broad array of colors, including earth tones, muted natural colors found in surrounding landscape or other colors consistent with the adjacent neighborhood. Buildings in proximity to each other shall not look alike in terms of the combination of color siding, accent and roofing materials. The home or townhome building under consideration will be compared to two homes or townhome buildings on each side of it and to the three homes or town home buildings directly facing it. Staff will work with the applicant to ensure compliance with this requirement. A color and material palette should be provided for review and approval. Facades and walls: Each attached/townhome dwelling unit shall be articulated with projections, recesses, covered doorways, balconies, covered box or bay windows or other similar features, dividing large facades and walls into human scaled proportions similar to adjacent single-family dwellings. The plans appear to comply, but additional information must be provided for the rear and side elevations. Roofs. Each attached/townhome building shall feature a combination of primary and secondary roofs. Primary roofs shall be articulated by at least one of the following elements: a. Changes in place and elevation b. Dormers or gables c. Transitions to secondary roofs over entrances, garages, porches, bay windows. The elevations comply. Additionally, like the recently approved Tavera PUD, the applicant is requesting flexibility from the minimum garage size requirements for townhomes. These smaller townhome garages are common in the marketplace and are similar to other MI townhome products. There are not minimum garage requirements for single family or twinhome units. The ordinance says that garages for townhomes must comply with the following requirements: i. For dwellings with basements: Four hundred forty (440) square feet. ii. For dwellings without basements: Five hundred forty (540) square feet. iii. Garages shall be a minimum of twenty feet (20') in width. They are requesting flexibility to allow smaller garages based on the fact that the association will be maintaining the townhomes and the typical yard and maintenance equipment is not needed for those Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 11 November 23, 2020 units. They are requesting that the minimum garage size for townhomes be reduced to 386 square feet. This is smaller than the 420 square foot garage that was approved for Tavera. The MI townhomes would have 458 sq. ft. garages on the Nokomis units, 433 sq. ft. garages on the Hiawatha units and 386 sq. ft. on the Vermillion and Minnehaha. All garages would comply with the 20-foot minimum width. Homeowners Association A homeowner’s association (HOA) will maintain all common ownership areas of the development, including the common areas, medina landscaping and cul-de-sac/island plantings. They will also be responsible for sidewalk snow removal and trash collection in the development. The villas, townhomes and twinhomes will also have HOA snow removal and lawn care. The HOA documents for this development must be submitted for City review and approval prior to release of the final plat for recording. Landscaping The applicant has provided a final tree preservation plan that conforms to the preliminary development plan. The tree preservation comparison exhibit shows less tree removal with this project than with the original Sawgrass plan. Section 1060.070 of the Zoning Ordinance requires one overstory tree for each home. The original approvals showed a very robust landscape plan that exceeded ordinance requirements with a variety of landscaping along the perimeter of the site, along the streets, and adjacent to wetlands PLUS three trees on each lot. The plan shows overstory trees along each of the public streets in the right-of-way. The even spacing and location of the trees creates a desirable tree canopy along the roads. City policy allows for trees in the right-of-way for 60-foot rights-of-way (where there is room for the public infrastructure and the trees) but will require that trees be placed outside of the right-of-way in the 50-foot rights-of-way. These trees outside of the right-of-way must be planted prior to issuance of a certificate of occupancy for the adjacent home. In addition to the materials shown on the current landscape, at least two overstory trees must be planted on each single family and villa lot in addition to the street trees shown on the plans. Signage No development signage is proposed. Streets The street layout and design are consistent with preliminary approvals. The HOA is required to maintain all common lots, cul-de-sac landscaping, boulevard plantings, median landscaping at the entrance and ponds. Additionally, the HOA will be responsible for ensuring sidewalk snow removal. Staff notes that Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 12 November 23, 2020 the developer is required to maintain all common areas and will be required to enter into a maintenance agreement with the City. Street names comply with the City’s approved street naming policy. Section 945.020, Subd. 19 of the Subdivision Ordinance requires temporary cul-de-sacs until future connections are constructed. At that time the easements can be vacated. The internal streets are a mix of 50- and 60-foot wide right-of-way with 28-foot wide streets. The applicant shall also be required to install barricades and signage to indicate a future road connection, consistent with Section 945.010, Subd.19 of the Subdivision Ordinance Hennepin County provided letter dated October 12, 2020 with an updated request for right-of-way. Typically, the County only provides comments on a preliminary plat application, but since that approval was in 2014 staff provided a copy of the updated plans to the County. The County is requesting a 60- foot ½ right-of-way for County Road 10. The developer is providing that through a combination of a 50- foot ½ right-of-way plus a 10-foot easement, which was an option provided by the County. The developer must also provide a 10-foot trail/sidewalk easement and an overlapping 10-foot drainage and utility easement behind the County Road 10 right-of-way for review and approval by the County and City. The land adjacent to CR 10 is all outlot and will be covered with a blanket drainage and utility easement. However, the outlots that are planned for future development will be required to vacate the blanket drainage and utility easement and provide new easements when replatted. The right-of-way for County Road as shown complies with the written requests from the County. However, in other conversations, the County has indicated that they will be requesting additional right- of-way and easements from Outlot E to accommodate a planned box culvert replacement in that area. It has not been the City’s policy to require dedication of additional right-of-way beyond the typical (60 foot) dedication or those that are not formally requested. The plans do not show this additional dedication and it is not included in the approving resolutions. This means the County will need to negotiate separately for those easements. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020. Parking The Zoning Ordinance requires two parking stalls for each unit plus one parking stall for each five townhome units. The 35 townhome units provided in phase 1 would require 7 guest parking stalls in addition to the two garage stalls provided for each unit. The plans show at total of 56 townhome units (35 in phase 1), which would require 12 off-street guest parking stalls (7 in phase 1). The plans must be revised to show the required guest parking. Section 1060.060 of the Zoning Ordinance requires that parking areas with four or more stalls be screened from residential properties and streets with landscaping a minimum of three feet high. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 13 November 23, 2020 Utilities Municipal sewer and water are available to serve the site. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020. The developer will build a new lift station on the north end of the site as part of the phase 1 improvements. The plans will need to be revised to show a detailed layout of the future lift station area and access. This may result in some changes to the plans in this area, including the possible elimination of Lot 12 to accommodate the lift station, access, road, and stormwater outlet from the wetland. Any change may also impact tree preservation and landscaping in this area and those changes must be reviewed by city staff to ensure there are no conflicts. Wetlands The final plans shows several wetlands. The wetland buffers and buffer setbacks provided are generally consistent with the preliminary plat. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. Plans generally comply with this requirement, but the applicant should work with staff to finalize the monument sign locations, particularly in the common areas. The applicant has indicated that some wetland areas will be filled, but that they will be mitigated on site. The mitigation includes a wetland bank once final approval is granted from the LGU. Floodplain The plans show that there are lots located within a 100-year flood plain (on the FEMA Floodplain map), which is represented on the plans. Section 1050.030 of the Zoning Ordinance provides standards for properties within the Floodplain. No impact to the floodplain is proposed. Storm Water Management This project includes construction of new stormwater management ponds. A stormwater maintenance agreement must be prepared for each pond, submitted for review and approval by staff and will be required to be recorded with the final plat. Easements will be required over ponds and swales. The developer has provided 10-foot drainage and utility easements along the front lot lines and five-foot drainage and utility easements along the side and rear lot lines for the single-family lots. This is consistent with the engineering design standards. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020 (including the October 27, 2020 stormwater memo). Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 14 November 23, 2020 Lighting The applicant has submitted a lighting plan that shows lighting locations. The lights are located on the sidewalk side of the street. Staff has included a condition that the applicant continue to work with staff to finalize streetlight locations. Staff has included a condition that lighting for the townhomes comply with Section 1060.040 of the Zoning Ordinance. Parks, Trails and Open Space Park dedication for Sawgrass was calculated based on the whole development and included conditions related to the timing of park dedication. The Rush Creek Reserve development is generally consistent with the preliminary approvals, but the park dedication formula has been updated since 2014. Park dedication is due based on the park dedication requirements in place at the time of final plat. Currently, 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. The materials submitted by the applicant shows 84.4 pre-development net acres for the entire site, which would require: • Park dedication of 12.66 net acres (84.4 x 15%); • Cash in lieu of land or • Some combination of land and cash. However, the applicant is still making modifications to the plan details. Prior to release of the final plat for each phase, they will need to provide park dedication calculations. No off-road trail easements are proposed in phase 1, therefore, park dedication will be cash in lieu and calculated as follows: 51 single family and twinhome lots = $236,028 (51 x $4,628.00) 29 townhomes lots = $91,089 (29 x $3,141) Total = $327,117 The project has an on-road trails connecting from County Road 10 to the large wetland in the NE portion of the site that will be constructed with phase 1. Only off-road trail areas shown in the Comprehensive Plan count toward park dedication requirements. When those portions of off-road trails are platted/constructed a future phase, the trail easements will be dedicated and will be counted toward the park dedication requirement. To calculate the total contribution to park dedication for each phase of development when dedication is proposed, a trail easement exhibit with gross and net acreage calculations will be required. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 15 November 23, 2020 The applicant will be required to work with the City and County to ensure a safe trail crossing on County Road 10 between the project and the existing City park as part of the planned County Road 10 improvements. Although not included as condition of approval, staff encourages the developer to consider shifting the sidewalk on 79th Avenue to the south side of the street for fewer driveway conflicts. Final Plat The applicant is requesting approval of a final PUD development plan for the 255 unit development. The final plat for phase 1 includes 80 lots and eight outlots. The first phase includes 45 single family lots, 6 twinhome units and 29 townhome units. The applicant will be providing final PUD plans and final plats for additional phases of the development in the future. The final plat is consistent with the approved preliminary plat. Development Phasing The developer plans to develop this project in three to five phases depending on market conditions.. Conclusion Staff finds that the proposed final PUD development plan is generally consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and preliminary PUD approvals. The staff report noted the outstanding issues that must be addressed, and we have included conditions in the attached resolutions to address these issues. 5. Recommendation Move to adopt the following: a. Resolution 2020-87 approving Final PUD Development Plan b. Resolution 2020-88 approving Final Plat and Development Contract Attachments 1. Resolution 2020-87 approving Final PUD Development Plan 2. Resolution 2020-88 approving Final Plat and Development Contract 3. Development Contract 4. Site Location Map 5. Engineer’s Memo dated October 28, 2020 6. Engineer’s Stormwater Memo dated October 27, 2020 7. Hennepin County Memo dated October 12, 2020 8. Applicant’s narrative dated August 18, 2020 (Exhibits D and E are available at city hall) 9. PUD Plans received October 19, 2020 10. Townhouse Graphics received October 29, 2020 Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 16 November 23, 2020 11. Proposed Open Space graphic received October 19, 2020 12. Tree Preservation graphic received October 19, 2020 13. Final Plat received October 27, 2020 14. Sawgrass Approved Preliminary Plat received November 21, 2014 15. Single Family Garage Frontage exhibit received November 10, 2020 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 1 of 9 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR “RUSH CREEK RESERVE” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119-23-42-0004) (CITY FILE 20-030) WHEREAS, M/I Homes of Minneapolis/St. Paul LLC (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Rush Creek Reserve” for a total of 255 new homes on the 103-acre property: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; 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 final PUD development plan, subject to the following conditions: 1. A final PUD development plan is approved to allow the creation of 255 homes and several outlots, in accordance with the application materials and plans received by the City on August 18, 2020 and revisions received October 19, 2020, October 27, 2020 and October 29, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested final plat. 3. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution 2014-72 approving the preliminary plat b. Resolution 2014-73 approving the preliminary PUD development plan c. Ordinance 2014-290 approving the rezoning to PUD d. Resolution 2014-74 approving finding of fact for the rezoning 4. The applicant shall comply with all conditions in the City Engineer’s memo dated October 28, 2020 and the City Engineer’s stormwater memo dated October 27, 2020. 5. The application is subject to the review and approval by Hennepin County. The applicant is required to obtain permits and approvals from the County described in October 12, 2020 letter. 6. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this PUD is contingent upon extension of these services to the site. 7. All platted residential lots shall comply with the following setbacks: City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 2 of 9 Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings 8. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5 feet from the property line. 9. All properties must have a minimum 22-foot driveway parking area in front of the garage that does not overlap into sidewalks, drives or streets. The building permit must dimension this parking area in front of the garage. Architectural and Design standards 10. All Design Requirements for the RSF-3 district described in Section 1040.050, Subd. 8 shall be met for single family and twin homes and in Section 1040.060, Subd. 9 for townhomes, except that PUD flexibility is granted for the following: a. Adjacent homes may be allowed to have the same color and type of roofing product provided the architectural details and material colors for the home are different. b. Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 3 of 9 neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. c. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 65% for detached single family homes, 70% for twinhomes and 72% for townhomes. This is an increase from the 60% allowed for single family homes and 70% allowed for twinhomes/townhomes in the preliminary PUD approvals. d. The intent of the ordinance is to require the side and rear of homes that are located on or visible from public parks or arterial streets to have architectural elements similar to the front elevation. These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. e. PUD flexibility from the minimum garage size standards in Section 1040.060, Subd. 9.B.7 for the townhomes shall be granted in compliance with Exhibit A of the applicant’s narrative. This would allow smaller garages based on the finding that there will be association maintenance for these units, which will eliminate the need for storage of yard equipment in the garage. There is no minimum garage size requirement for single family and twinhome units. f. PUD flexibility from the building material standards in Section 1040.060, Subd. 9.B.3 for the townhomes is granted to allow: i. Less than 25% of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone. The percentage of materials as shown in Exhibit C of the August 18, 2020 narrative shall be permitted on the front elevation based on the finding that the elevations provide an appropriate mix of materials and articulation to provide visual interest to meet the intent of the ordinance on the front elevation. ii. The applicant shall revise the side and rear elevations for City review and approval to show some material mix on those elevations to meet the intent of the ordinance. Flat elevations with only one color/type of siding the rear and side elevations would not meet the ordinance requirements. The City would consider the following to address the spirit of the ordinance: 1. Use of the wider window trim found on the front elevation on the side and rear elevations, 2. The use of the window grids from the front elevation on the side and rear elevations, 3. Adding shake to the side or rear elevations, 4. Adding a trim board to break up the elevation and/or 5. Using more than one color of lap siding. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 4 of 9 iii. The applicant shall be allowed to have more than 75% of one type of exterior finish based on the front elevations mix shown on Exhibit C. Additional information must be provided for the side and rear elevations. iv. The applicant is granted flexibility to allow more than sixty percent (60%) of all building facades of one type of exterior finish as shown on Exhibit C. 11. The applicant provided front elevations for the buildings, but all building elevations are required to comply with Section 1040.040, Subd. 8 and Section 1040.060, Subd. 9. Building elevations for the front, side and rear must be submitted for architectural review and approval by the City. 12. The developer shall provide centralized mailbox locations. A mailbox plan shall be provided for City review and approval. Landscaping and Lighting 13. A revised landscape plan shall be submitted for City review and approval and shall identify the number, location, species and plant sizes and locations to ensure compliance with the Section 1060.070 of the Zoning Ordinance. 14. Seed mixes specified on Sheet L1.06 must also reference a MNDOT or MNDNR seed mix number. 15. The developer shall submit a revised landscape plan for City review and approval of the proposed landscaping in the cul de sac islands and median to ensure planting materials will withstand the stresses of these locations. 16. The HOA shall be responsible for planting, irrigation and maintenance of the median landscaping and all landscaping within the cul de sac islands. 17. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 18. The HOA shall be responsible for maintenance of all common lots. 19. The developer must provide a maintenance plan (including a schedule) for maintenance of common areas maintained by the HOA, including the wetland buffers. 20. The applicant shall work with the City to finalize streetlight locations in the field. The applicant shall provide the street lights in compliance with City Policy. 21. All townhome lighting must comply with the requirements in Section 1060.040 of the Zoning Ordinance. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 5 of 9 22. No development signage is currently proposed. If development signage is proposed in the future it must comply with the preliminary PUD approvals. 23. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been correctly installed and are in compliance with the approved plans and specifications will suffice. Streets, Parking and Utilities 24. All streets within the development shall be public streets. 25. The plans show a 50-foot ½ right-of-way for County Road 10, but must also provide a 10-foot trail/sidewalk easement behind the right-of-way. a. The outlots have blanket drainage and utility easements to protect that 10-foot area behind the right-of-way. b. If the outlots are developed in the future they must retain that required 10-foot easement behind the County Road 10 right-of-way. 26. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. 27. No parking shall be permitted on County Road 10. 28. Townhomes are required to provide one off-street parking stall for each five units. a. The plans show 56 townhomes (35 units in phase 1). b. The plans must be revised to provide a minimum of 12 off-street guest parking stalls for the townhomes (7 for phase 1). c. Parking areas with four or more stalls must be screened from residential properties and streets with landscaping at least three feet high. 29. The future street connections to the east at 79th Place and 80th Avenue and to the west at Walnut must be signed per City standards to show the future connection. 30. Utilities shall be stubbed to the property lines for future extension to adjacent properties. The stubs shall be at the developer’s expense. 31. A public access for emergency vehicle access and trail connection shall be provided from the long cul de sac (79th Avenue) to the northeast street connection. This shall be a 12-foot wide emergency vehicle access in a 30-foot easement with knockdown bollards and shall also serve as a trail. 32. The development shall comply with the Fire Chief’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 6 of 9 Sidewalks and Trails 33. Sidewalks and trails shall be as shown on the Pedestrian Circulation Plan (Sheet C1.00). a. Trails shall be allowed in the wetland buffer as shown. b. Sidewalks shall be constructed on all public streets, including stub streets, at the time of street construction. c. Sidewalks shall be provided on one side of the public streets. d. Sidewalks shall be 5 feet wide. e. Trails shall be 10 feet wide. 34. The HOA or individual homeowners shall be responsible for snow removal on public sidewalks within the development. This must be specifically addressed in the HOA documents. 35. Trailhead signage shall be provided where the trails cross public streets and shall be installed in accordance with city standards. Wetlands 36. Alternative wetland buffers shall be allowed, subject to the standards and conditions in Section 1050.010, Subd. 6 of the Zoning Ordinance. 37. The applicant shall coordinate with staff on the final location of the required wetland buffer monuments. 38. The developer must install wetland buffer plantings and monuments prior to issuance of building permits. Drainage/Stormwater Management 39. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 40. The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer’s memo. Offsite stormwater conveyance will be constructed at developer’s expense based on wetland and watershed approvals and northerly property owners providing easements. Shoreland Overlay District 41. PUD flexibility for the shoreland overlay district was granted as part of the preliminary PUD development plan approvals in Resolution 2014-73 and shall continue to apply. Park Dedication 42. Park dedication shall be a combination of land and cash. a. Dedication of off-road trails as shown on the Pedestrian Circulation Plan (Sheet C1.00). City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 7 of 9 b. Trails shall be 10 feet wide in 20-foot easements and credit will be given for the full easement. The emergency access in the northeast corner shall be a 12-foot trail in 30-foot easement, but credit for this wider trail shall be given only for the standard 20-foot width. c. The remainder of the park dedication shall be cash in lieu of land d. The developer shall pave the entrance trail shown between County Road 10 and the large wetland area (Outlot F) without paving reimbursement. e. The park dedication for the trail easements shall be deeded with each phase of development. f. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit toward the required dedication shall be given for this work. g. Credit shall be given for trail paving, if directed by the City. Miscellaneous 43. The phasing plan submitted by the developer is approved. 44. A final PUD development plan must submitted with the final plat for each phase for review and approval. 45. The rezoning to PUD shall become effect upon adoption of this resolution approving the final PUD development plan for this project, as required by Ordinance 2014-290. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 8 of 9 Attachment A That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-87 Page 9 of 9 Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-88 Page 1 of 5 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RUSH CREEK RESERVE” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119-23-42-0004) (CITY FILE 20-030) WHEREAS, M/I Homes of Minneapolis/St. Paul LLC (“the applicant”) has requested approval of a final plat for “Rush Creek Reserve” for 80 new residential lots and eight outlots in the first phase of a multi-phase residential development on 103 acres of property legally described as: See Attachment A FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and NOW, THEREFORE, BE IT RESOLVED that it should and hereby does approve the request for a final plat, subject to the following conditions: 1. A final plat is approved to allow the creation of 80 residential lots for new single-family homes, twinhomes and townhomes and eight outlots in accordance with the application materials and plans received by the City on August 18, 2020 and revisions received October 19, 2020, October 27, 2020 and October 29, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final PUD development plan and development contract. 3. The development contract must be executed by the developer and the City and must be filed with the final plat. 4. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for phases of development. 5. Park dedication is based on the development of the entire Rush Creek Reserve and will be a mix of land dedication in the form of trail easements and cash-in-lieu of land and shall be land dedication at the time of final plat for the phases that include public park dedication, as outlined in the PUD approvals. a. Phase 1 includes cash-in-lieu of land for the 80 units in phase 1 totaling $327,117.00. b. Park dedication shall be paid prior to release of the final plat for filing. 6. The applicant shall comply with all conditions in the City Engineer’s memo dated October 28, 2020 and the City Engineer’s stormwater memo dated October 27, 2020. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-88 Page 2 of 5 7. The application is subject to the review and approval by Hennepin County. The applicant is required to obtain permits and approvals from the County described in October 12, 2020 letter. 8. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 9. Drainage and utility easements shall be provided over all outlots. 10. The developer shall provide lot sizes for all lots and outlots in tabular form. 11. The developer must provide updated density calculations based on the approved plat and complying with the following formulas: a. Pre-development density (net) calculations: The number of housing units divided by the net land acreage (gross land area minus public streets, wetlands and areas below the 100-year ordinary high-water elevation) in tabular form. b. Post-development density (net) calculations: The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, areas below the 100-year ordinary high-water elevation, stormwater management ponds that are covered by easement and right-of-way or easements for existing and proposed public streets) in tabular form. c. Met Council post-development density (net) calculations: The number of housing units divided by the net residential acreage (gross land area minus land to be dedicated as public park, lakes, streams, wetlands, required wetland or shoreland buffer strips, arterial road rights-of-way and other areas protected by local ordinance) in tabular form. FURTHER, that the following conditions be met prior to issuance of building permits: 12. Wetland buffer monument signs must be purchased from the city and installed as shown on the plans. 13. The applicant must file this final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 14. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreements b. Temporary Street Turnaround Easements c. Maintenance and Encroachment agreements for landscaping in the public right- of-way. d. Trail and drainage and utility easements adjacent to County Road 10 as required by Hennepin County. e. HOA covenants and other documents. 15. Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-88 Page 3 of 5 16. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 17. The applicant shall provide the approved preliminary and final plat drawings to the City in an electronic (AutoCAD) format. FURTHER, that the following conditions be met prior to release of remaining escrow: 18. Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installation per city requirements. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-88 Page 4 of 5 Attachment A That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-88 Page 5 of 5 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE CONTRACT dated ____________________, 20__, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and M/I Homes of Minneapolis/St. Paul LLC (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Rush Creek Reserve (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 Exhibit A. 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. This subdivision upon full development will consist of 255 new residential lots. Phase I of the development will consist of 80 lots and eight outlots. Although the focus of this development contract is Phase I of the Subdivision, this agreement is intended to regulate the development of the Property as a whole and the construction of certain public and private improvements. Subsequent phases of the subdivision will require an additional development contract. 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 Clerk, 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 issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. - 2 – 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within five (5) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) 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. 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 shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated October 27, 2020 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated October 19, 2020. Plan C – Final Tree Preservation and Reforestation Plan, dated October 19, 2020. Plan E – Final Street Lighting Plan, October 19, 2020 Plan F – Final Landscape Plan, dated October 19, 2020 Plan H – Revised Preliminary Plat, dated October 19, 2020 8. IMPROVEMENTS. The Developer shall install and pay for 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 Required by Section 1060 of the Zoning Ordinance k. Tree Preservation l. Wetland Mitigation and Buffers m. Monuments Required by Minnesota Statutes n. Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall 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 - 3 – 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 done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing 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 specifications 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 and specs. 9. OFF-SITE PUBLIC IMPROVMENTS. a. County Road 10 Improvements. The City intends to make improvements to County Road 10 at the intersection of the future public street providing access to the site. The public improvements will be designed in partnership with the City and Hennepin County. The developer also agrees to fund off-site improvements as noted in this agreement. The City shall design, bid and manage the project and the developer shall pay for the following improvement, which shall be paid at the time the final plat is released for recording unless otherwise noted: The cost of the intersection improvements is estimated at construction of $425,000.00. The developer shall provide a financial guarantee to the City for the cost of the County Road 10 intersection improvements (estimated at $425,000). The development contract will include $375,000 in the letter of credit and a cash escrow of $50,000. When the City bids the project, the City require the developer to provide cash escrow based on the final bid amount and will reduce the letter of credit by $375,000. b. Northeast Utility Corridor and Emergency Access. The Development requires looped water connection to CR 116 and a 20-foot gravel emergency access. The developer shall construct these improvements with the 2nd Phase. If the 2nd Phase is not submitted within two years of the date of recording the 1st Addition, the City shall design, bid and manage the project and the developer shall pay for the improvement. The cost of the improvements is estimated at $125,000.00. The developer shall provide a financial guarantee to the City for the cost of improvements in the letter of credit. If these improvements are managed by the City, the City will require the developer to provide cash escrow based on the final bid amount and will reduce the letter of credit by $125,000.00. - 4 – c. CSAH 116 Water Looping. Water looping is necessary and shall be constructed by the developer with the 2nd Phase. If the 2nd Phase is not submitted within two years of the date of recording the 1st Addition, the City shall design, bid and manage the project and the developer shall pay for the improvement. The cost of the intersection improvements is estimated at $325,000.00. The developer shall provide a financial guarantee to the City for the cost of improvements in the letter of credit. If the City bids the project, the City require the developer to provide cash escrow based on the final bid amount and will reduce the letter of credit by $325,000.00. d. Offsite Stormwater and Drainage. The Development requires management of offsite stormwater as approved by the City. The project is under review for alternatives. Therefore Phase 1 will require $150,000.00 in the letter of credit and a cash escrow for design alternatives and initial permitting analysis. The improvements will be required with Phase 2. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required reimbursement under this paragraph for design and construction of such improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost vs. the actual cost of each improvement. 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: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2019, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in phase I until 80% of the homes in phase I 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, - 5 – 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. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via County Road 10. No construction traffic is permitted on other adjacent local streets. 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 if they 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. 17. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets 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 improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: a. Contractor’s Certificate b. Engineer’s Certificate c. Land Surveyor’s Certificate 19. PARK DEDICATION. The Developer shall dedicate to the City the off-road trails as shown on the plans for future phases. Credit shall be given for the net area of the trail easement. No land dedication is proposed with this phase 1 plat. Prior to release of the final plat, the Developer shall - 6 – satisfy the park dedication requirements for this phase by a cash contribution of $327,117.00. The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 20.3 net acres (based on pre-developable area) $6,270.00 per acre = $127,281.00. 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: 51 single and two family units x $1,195.00 per unit ($60,945.00) plus 29 multifamily units x $955.00 ($27,695.00) = $88,640.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: 20.3 net acres (based on pre-developable area) $6,980.00 per acre = $141,694.00. 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: 51 single and two family units x $1,195.00 per unit ($60,945.00) plus 29 multifamily units x $955.00 ($27,695.00) = $88,640.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. CREDIT FOR INFRASTRUCTURE. The Developer is eligible for credit for oversizing and overdepth of sanitary sewer where directed by the City. Eligible oversizing credits for onsite improvements will be determined by comparing the City Engineer’s estimated costs for required infrastructure against standard sewer construction project costs developed by the City Engineer for the minimum required line size and depth constructed in similar conditions. The developer shall also be eligible for credit of the extension of sewer and water to the City Park. The sewer and water will be stubbed under CR 10 to prevent disturbance to the development’s main entrance in the future. The developer shall include the stubs at City’s direction in construction plans and eligible credits will be determined based off of the City Engineer’s estimated costs for the required infrastructure from the applicant’s property boundary to the end of the utility stubs. City will approve the design and reimburse (through credits) for these stubs. The City estimates that the credits shall be a total of $386,940 in sewer TLAC credits and $31,400 in water TLAC credits. These credit shall be applied at each stage of the development until the credits are exhausted. For Phase 1 the credits shall be applied as follows: - 7 – Sewer TLAC = $141,694.00 (Phase 1 TLAC) - $386,940.00 = 245,246.00 (Credit remaining) Water TLAC = $127,281.00 (Phase 1 TLAC) - $31,400 = 95,881.00 (due with Phase 1) 25. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except one model home on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. 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, and the halting of all work in the plat. E. 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, 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 - 8 – event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. b. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. c. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. d. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. e. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. f. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals (Resolution 2014-72 and Resolution 2014-7), except as amended by the PUD Final Development Plan (Resolution 2020-87) and Final Plat approval (Resolution 2020-88), which are attached as Exhibit B. 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 a temporary turnaround on the east end of 78th Place until it is extended to the northwest with a later phase development. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. D. The Developer shall post a $8,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 80 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 supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. G. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. H. Other requirements: 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. 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. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non-contributory as to any policy maintained by the City. E. Third parties shall have no recourse against the City under this Contract. - 10 – F. 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. G. 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. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. 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. J. 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. 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 land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 32. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. - 11 – B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider 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 $7,055,417.00, 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. The amount of the security was calculated as follows: - 12 – ESTIMATED COSTS City Project Developer ITEM No._______(1) Installed (2) Private (3) Total Street Construction* $375,000 $1,228,200 Sanitary Sewer System $1,230,575 Watermain System $561,900 Storm Sewer System $798,450 Erosion Control $209,000 Pond Construction Rain Garden Street and Traffic Control Signs Sidewalk Improvements Trail Improvements Landscaping $208,030 Street Lighting Site Grading & Drainage Imp.** $565,750 Setting Iron Monuments Tree Preservation and Reforestation Wetland Buffer Monuments Lift Station $817,000 NW Utility Corridor $125,000 $125,000 CR 116 Watermain Looping $325,000 $325,000 Off-site Stormwater (north) $150,000 $150,000 SUB-TOTAL: $825,000 $5,768,905 $6,593,905 Design, Admin, Insp, As-Builts (8%) $461,512.40 $461,512 Total: $825,000 $6,230,417 $7,055,417 Total Project Cost $7,055,417 (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. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 34. This breakdown is for historical reference; it is not a restriction on the use 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 if the security is allowed to lapse prior to the end of the required term. 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, - 13 – 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 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 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. 35. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Water Supply Trunk line area charge (TLAC) $ 95,881.00 Sanitary Sewer Trunk line area charge (TLAC) (Phase 1 amount due after credits) 0 Park Dedication 327,117.00 Engineering Escrow 100,000 Engineering Design Escrow – County Road 10 50,000 TOTAL CASH REQUIREMENTS LEVIED: $ 572,998.00 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. CITY OF CORCORAN: BY: ______________________________________ Ron Thomas, Mayor (SEAL) AND _____________________________________ Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Ron Thomas and by Brad Martens, 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 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. 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 MORTGAGE 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 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as Rush Creek Reserve 1st Addition: That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. EXHIBIT “B” TO DEVELOPMENT CONTRACT APPROVING RESOLUTIONS Hennepin County Property Map Date: 10/29/2020 Comments: 1 inch = 800 feet PARCEL ID: 2311923420004 OWNER NAME: Corcoran Bay Holdings Llc PARCEL ADDRESS: 20400 Co Rd No 10, Corcoran MN 55340 PARCEL AREA: 103.33 acres, 4,500,884 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $1,652,400 TAX TOTAL: $19,781.26 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Farm HOMESTEAD: Non-homestead MARKET VALUE: $1,360,600 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works, From: Kent Torve, PE Steve Hegland, PE Date: October 28, 2020 Subject: Rush Creek Reserve PUD – Plan Review Comments 0.0 General 0.1 A comment response letter shall be provided with a written response to how each comment has been addressed. Comments are based on the current information submitted and subsequent comments shall be anticipated on future submittals. 1.0 Transportation 1.1 Turn lanes will be required on County Road 10 into the site. Turn lane design and construction to be conducted by the City with the developer providing escrow for the design and construction of the improvements. 1.2 Show the roadway profile and impact for the roadway connection to County Road 116. The feasibility report provided by Wenck (April 2020) provided a preliminary profile in Appendix E which should be referenced for a preliminary layout and show impacts. 1.3 Proposed lift station location needs detailed layout including access, street, and turnaround. 1.4 Temporary turnarounds may be necessary within the development as phases are constructed. The City has a preference to install cul-de-sac turnarounds for vehicle maneuverability unless conditions restrict the design. 1.5 A temporary turnaround may be required at the end of Walnut Lane. 1.6 No parking signs shall be installed on one side of 28’ streets and all cul-de- sacs. Locations shall be determined with City staff direction. 1.7 Provide a 30-mph speed sign at the entrance of the development. 1.8 Typically street lights shall be on the sidewalk side and are placed at intersections. Final locations shall be determined with City staff. 1.9 A No Outlet sign shall be placed on Xyloid Ave. 1.10 A boardwalk is shown along the 12’ trail across Wetland 4. The boardwalk shall be capable of supporting emergency management vehicles and shall have breakaway bollards at the entrances. 1.11 Individual pedestrian ramp details with spot elevations and cross slopes meeting ADA standards shall be provided. 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 2.0 Water 2.1 Feasibility study identified that trunk 16” watermain may be routed through the site or along County Road 116. The plans do not show it through the site which indicates it is planned along the County Road, however the exact alignment shall be determined with City direction. 2.2 Final valve placement to be further reviewed. Typical valve notes are as follows: 2.2.1 Valves are typically installed at end rads 2.2.2 Number of valves at an intersection is the number if legs of the intersection minus 1. 2.2.3 Butterfly valves are required on watermain sized 12” or larger. 2.3 Irrigation services, if necessary, shall be clearly marked. 2.4 Hydrant spacing was checked using 250’ coverage. Exact hydrant spacing to be further reviewed. 2.5 Plan and profile shall be provided for all utilities. Bends, hydrants and fittings shall be provided on all plan and profiles. 2.6 Route watermain along same alignment as sanitary sewer from existing lift station to 78th Place to ensure minimum 10’ separation from adjacent lots. 2.7 The trunk watermain stubbed to the NW corner should be stubbed to the south of Lot 8, Block 1 instead of the north of the lot. This is done to ensure the sanitary sewer will have adequate cover. 2.8 Stub watermain to NE corner of site within right of way. 3.0 Sewer 3.1 The sanitary sewer depth along Walnut Lane from 78th Place to past 79th Ave is in excess of 40’. An additional 20’ of D&U easement (10’ either direction) shall be provided to ensure the City can safely access the pipe. 3.2 Sanitary sewer profiles to be reviewed to ensure all depths and slopes are appropriate 3.3 Lift station wells, pumps, and components shall be designed or reviewed by City. A detailed preliminary design of the lift station and components shall be provided. The City will have specific requirements on equipment and controls for consistency with remainder of the system, and City may finalize the design and manage construction through an escrow process. 3.4 Existing 4” forcemain between existing lift station and air release manhole to be removed as part of this project after new forcemain is installed. 3.5 Developer to coordinate with City staff the decommissioning of the existing lift station. City staff and developer to coordination if any components are reusable from existing lift station to new lift station. 3.6 The sewer south from MH F7 should be 27”. 3.7 Revise lift station invert to 927.00 per previous plan and Trunk System Plan. 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 3.8 Remove 27” pipe stub to the west and stub 27” pipe to the north from MH F7. No manhole is needed at end of the stub. 3.9 Revise rim elevations in lift station vicinity, including but not limited to, F5, F7, and F8 to ensure the rim is matching proposed grades. 3.10 Provide a detailed layout of the future lift station area and access. As noted previously, lots may need to be adjusted or Lot 12 eliminated in this area for the lift station, access, road, and stormwater outlet from wetland W1. All designs shall review the landscaping plan for impacts and/or conflicts. 3.11 Install 15” sewer east of MH F7 at minimum grade to MH F8 3.12 Revise plans to either remove bend or add manhole 42 feet NW of 80th Avenue and Walnut Lane intersection. 3.13 Adjust 10” sanitary sewer stub to be on the south side of Lot 8 Block 1. This will add additional cover to the pipe. This will likely require the building pad on Lot 8 to be shifted further north within the lot. 4.0 Storm Sewer, Grading, and Stormwater Stormwater 4.1 Offsite stormwater improvements will be required by the developer to the north. Improvements shall include the conveyance of stormwater from the site to the south fork of north creek. The South Fork of Rush Creek shall be investigated up to the culvert at County Road 116. 4.2 All stormwater infrastructure for the development shall be in accordance with the City of Corcoran Stormwater Guidelines which were included in the Feasibility Study. 4.3 Storm sewer between lots 7 and 8 Block 2 should be centered on property line or additional D&U easement will be needed over Lot 8. Stormwater Modeling 4.4 Rational Method Calculations were provided in the stormwater management plan. These calculations were preliminarily reviewed, however will be reviewed in detail with each phase at the time of final plat submittal. Several CB’s which appeared to have less capacity than the corresponding drainage areas are identified below. Typical minimum CB spacing is 250 linear feet per City Guidelines. • CBMH-D42, OS-P9, MH-D7 Ponding/Biofiltration 4.5 Pond maintenance access routes shall clearly be shown with a 15’ path that maintenance equipment will be able to utilize. 4 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx Grading These initial comments are based on initial plans, however a grading review will be conducted at each final plat application. 4.6 All homes shall be such that the Low Opening is a minimum of two feet above the overland EOF, which is 1 foot above the HWL. In certain instances a second pipe may serve as the EOF and additional analysis is required. 4.7 EOFs shall be clearly identified for all areas where water is collected, not just ponds, so that separation requirements can be verified. Examples include EOF swales, street overflows, etc. 4.8 All common drainage paths shall have a minimum of 2% drainage and all slopes shall be 4:1 or flatter unless approved by City Engineer. 4.9 Pipe connections for sump pumps shall be provided for all units with a basement which do not abut a wetland or pond. Each unit shall have their own individual line extending from a storm sewer structure. 4.10 All drainage swales across lots which convey runoff from more than that individual lot shall be encompassed by a D&U easement. 4.11 The areas to the east and south of Block 6 do not appear to have 2% drainage throughout. Grading shall be revised or structures added to ensure drainage standards are met. 4.12 Storm sewer should be added in the back yards of blocks 4, 5 and 6 to capture runoff before it reaches the county ROW. 4.13 The backyards of Block 7 require additional infrastructure to manage drainage. 4.14 The grading in Outlots C and A shall be revised and additional infrastructure may be added to manage runoff. 4.15 The low spot adjacent to the main development entrance does not have adequate drainage. 4.16 The grading in the rear lots of Block 5 Lots 5-12 needs clarification since several contours appear to be missing or not fully closed. Drainage in this area shall be collected and managed onsite. 4.17 The grading east of 79th Ave will require a retaining wall along the property line. 4.18 The grading between Pond 11 and the trail will need to be modified. 4.19 Grading east of Lot 1 Block 9 will need to be modified. Does not tie into existing surface contours. 4.20 A piped EOF is proposed from Pond 5. The City will review the EOF capacity of the pipe to determine adequate sizing. This may affect the HWL during EOF flows. 4.21 Runoff in backyards of Lots 1-8 of Block 1 should be collected and drained with storm sewer system. Trapped drainage occurs near Lots 4 and 5. 4.22 Grading east of Lot 12 Block 6 will need to be modified. 5 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 5.0 Erosion Control 5.1 City of Corcoran is an MS4 permit holder and site visits will be conducted weekly. 6.0 Wetlands and Permits 6.1 Applicant shall be responsible for obtaining all applicable wetland impact permits for the project. If offsite impacts are necessary, the applicant shall ensure adjacent property owners have agreed to all impacts or shall work with the City to ensure all impacts are agreed to prior to permitting. 7.0 Easements and Encroachment Agreements 7.1 Adjust the ROW for the roadway stub between outlots H and G north so that the southern ROW limits matches the adjacent lot line. 7.2 The easement for the City of Corcoran forcemain through Outot A should be vacated after the forcemain is removed. 7.3 Platting outside of Lots in Block 6 and 7 (sheets V4.01 and V4.02 in PUD plans) to be clarified. Areas are not identified as either an outlot or lot. Areas should be encompassed by a drainage and utility easement. 7.4 The easements between Lots 8 and 9 block 1 should be adjusted to accommodate the revised sewer and water stubs to the west. 7.5 Easements should be provided over all trails. 7.6 Backyard easements in lots 1-5 Block 7, Outlot H, Outlot G, and Lots 11 and 12 Block 5 will be required over the forcemain for 10’ in either direction. 7.7 Easements should be provided over storm sewer runs in Block 6 between lots 12 and 13. 7.8 All Outlots should be encompassed with drainage and utility easements. 7.9 Where storm sewer is routed between or behind houses, a drainage and utility easement shall be provided for a minimum of 10’ in either direction from the center of the pipe. 7.10 Provide additional D&U easement in backyards for storm sewer in Lot 3 Block 3 as well as Lots 8, 9, and 10 Block 3. Easement should be 10’ in either direction from center of pipe. 7.11 Additional D&U easement will be needed in the backyards of lots 17 and 18 Block to provide 15’ of easement on either side of the pipe for access. Reference Exhibits • Rush Creek Reserve Final Planned Unit Development, Stantec, Revision date 10/19/20, 68 sheets. • Stormwater Management Report Rush Creek Reserve, Stantec, Updated 10/19/20 • Approved Open Space Area Map, by Stantec, dated 10/19/2020 • Floodplain Map, by Stantec, dated 8/18/2020 6 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx • Tree Preservation Comparison, by Stantec, dated 10/19/2020 • Wetland Buffer and Signage, by Stantec, dated 10/19/2020 • Rush Creek Reserve 1st Addition, by Stantec • Rush Creek Reserve Stormwater Management Report, by Stantec, dated 8/18/2020 End of Memo Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Public Works Director From: Kent Torve, PE, City Engineer Todd Shoemaker, PE Lu Zhang, EIT Date: October 27, 2020 Subject: Stormwater Review – Rush Creek Reserve Wenck reviewed the existing and proposed conditions of stormwater analysis submitted as part of the Rush Creek Reserve development and have the following comments. 1.0 General Comments 1.1 Focus was place on the existing conditions model to establish a baseline for development plans and modeling. 1.1.1 . Subsequent review(s) will also focus on proposed conditions after the existing model has been revised and approved by City. 1.2 As a baseline for review, revise the SWMM model, HydroCAD model, drainage area maps, and drainage report to use consistent nomenclature. 1.3 Revise existing and proposed condition drainage areas to use consistent values for each drainage area. 1.3.1 The total model area shall be equal in existing and proposed conditions. The subwatershed areas from the table provided in the stormwater management report is not consistent. Existing = 86 acres in report; 91 acres in SWMM Proposed = 91 acres in report and SWMM 1.3.2 The total model area under existing conditions shall be the same in the SWMM model, drainage report table, and as mapped in CAD or GIS. For example, a total area of 356.6 acres is shown in SWMM, 392.4 acres in the drainage report table, and 346.2 acres when the drainage areas were digitized by Wenck. 1.3.3 The total model area under proposed conditions shall be the same in the SWMM model, drainage report table, and as mapped in CAD or GIS. 1.4 Include all wetlands in the existing and proposed condition models. The current existing model excludes smaller, intermediate wetlands that will attenuate runoff upstream of the larger wetlands. 1.5 Include emergency overflow (EOF) elevations and geometry in the existing and proposed SWMM models that are based on survey data, not interpolated from LiDAR. As noted previously, surveyed spot elevations and photo documentation 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx shall be provided and shown on existing and proposed plans and correspond to those used in the SWMM models. 1.6 Provide on-site survey of topography and drainage features (i.e. pipes, EOFs) north of the site to the South Fork of Rush Creek. As currently submitted, the City is not able to confirm that no negative drainage impacts will occur to the north. For example: 1.6.1 The outlet for DS2 is a pipe with a Manning’s n value of 0.02. This should be clarified as corrugated plastic pipe (n = 0.02) or corrugated metal pipe (n = 0.024). 1.6.2 The 100-year HWL for DS2 is 938.2 and LiDAR contours indicate the EOF is between 938 and 940. A survey is necessary to determine if the EOF is used in the 100-year event (938.2 or lower). 1.6.3 Accurate representation of the drainage features north of E-S5 is imperative. Justification needs to be provided for how the route is modeled in SWMM. 2.0 Stormwater Model Revisions Curve Numbers 2.1 Use of the “adjusted” curve number in the HydroCAD model is not clear and requires explanation and justification (Subwatersheds P-S13A, P-S3A, P-S8, P-S9, and SW1). 2.2 Clarify the purpose of table “Pervious Surface Composite CN Calculations” for proposed condition. Some of the drainage areas in the table are not in the model. For example, Drainage Area S4 is included in the table but not in XPSWMM. Instead, XPSWMM model node P4 matches the information provided in the HydroCAD report for subwatershed P-S4. 2.3 Clarify and revise the composite curve number calculations. Due to the difference in the area provided in the report table, SWMM, and digitized in GIS, the composite curve numbers in the report table and SWMM may not be accurate. 2.3.1 For example, Off-DS1, the calculated composite CN provided in the table is 81 but the composite CN listed in the table is 76. The subwatershed area used in SWMM is about 4 times that of the area listed in the table. Both CN and area shall be revised. 2.3.2 For Subwatershed Off-2, the SWMM area is approximately equal to that digitized in GIS, thereby making the total area listed in the report table inaccurate. The subwatershed is broken into 8 different CNs and verification or accuracy could not be made for this review. 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx Watershed CN Area Composite CN CN from Table Area SWMM Area SWMM CN SWMM Tc GIS Area 73 0.4 85 1.6 79 0.4 78 0.7 79 2 78 0.2 73 1.8 82 3.6 90 2 86 0.2 92 0.7 Off-DS1 81 30.3 3.7712.293 76 82Off-2 8119.873 19.8852.9 3.1 10.581 76 2.4 Revise curve numbers to assume “good” conditions in existing and proposed conditions unless justification is provided to use “fair.” 2.5 Proposed conditions shall assume Hydrologic Soil Group D for all pervious areas that are disturbed. At a minimum, proposed green space CN shall be higher than existing land use. Time of Concentration 2.6 Revise time of concentration calculations: 2.6.1 Use sheet and shallow concentrated flow calculations. The current method uses the Lag/CN method, which is acceptable for larger watersheds with minimal detail for each drainage area. For areas with on-site topographic surveys, though, there is enough detail to calculate time of concentration using more specific methods. 2.6.2 Times shall be calculated for each drainage area. Several drainage areas currently have the exact same input parameters. For example, subwatersheds P-S5A, P-S6, P-S7, P-S8 all have a hydraulic length of 501 feet. 2.6.3 Ensure that times are consistent between HydroCAD and the XPSWMM model. For example, Subwatershed Tc from HydroCAD Tc in XPSWMM S14 (HydroCAD)/P9 (XPSWMM) 7 10 S11 (HydroCAD)/P11 (XPSWMM) 7 10 P-S8 (HydroCAD)/S8 (XPSWMM) 8.2 10 Hydraulics 2.7 Verify that all initial water surface levels (NWLs) match the lowest outlet elevation and that there is no live storage below the lowest modeled outlet elevation. For example, Link 6 is reverse grade such that Node OFF-DS2 should have a starting elevation of 934.92. 4 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx 2.8 Revise the SWMM model downstream boundary condition for the 100-year event to use the FEMA FIS 100-year elevation for the South Fork of Rush Creek. “Free discharge” may be assumed for more frequent events. 2.9 Revise stage/area discrepancies in existing and proposed models. For example, the existing condition model indicates an area of 0.65 acres at contour 940 for Basin E-S5; Wenck measured this contour at 1.7 acres. 2.10 Revise the SWMM model to reflect accurate centerline length and bank lengths for the Rush Creek channel (Link 1). Currently, the link has a centerline length of 550, left bank 460 and right bank 490. 3.0 Plan Revisions General 3.1 Revise plans to show consistent contour intervals. E-S5 (Wetland 4) contains a 939 contour, but odd numbered contours are not shown elsewhere on the plans. 3.2 Include pond-specific outlet details in the project plans. The detail(s) shall conform to the City of Corcoran’s standard detail plate and include accurate dimensions and elevations for each outlet structure. Model input data must correspond to all details and plan sheets. Drainage 3.3 Provide a catch basin on the upstream side of sidewalks at intersections to prevent icing at turns. For example, gutter flow at the Xyloid Lane and Walnut Lane intersection (Sheet C3.04) drains to the east from the south; provide catch basin on east side of Xyloid Lane before the intersection. 3.4 Address potential for backyard nuisance drainage and verify that grading plan reflects the drainage pattern indicated in the proposed drainage map. 3.4.1 Sheet C3.01: Block 6 between Lots 8 and 9; runoff does not appear to be contained within the subwatershed boundary. 3.4.2 Sheet C3.03: Block 8 Lots 2 through 6; backyard swale will cause nuisance conditions northwest of Pond 9. 3.4.3 Sheet C3.04: low point on Block 1 between Lots 4 and 5. Runoff appears to be flowing west out of the subwatershed boundary. Drainage map suggests this subwatershed (S3-A) would be draining north. Also, drainage swale is clear on the grading plan from Lot 1 to Lot 4. It is not clear from Lot 5 to Lot 9 how water will move towards the north. 3.5 Clearly label all HWLs for ponds and wetlands in existing and proposed conditions. 4.0 Areas of Critical Concern – Design Considerations 4.1 NW offsite 5 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx 4.1.1 Investigate and define flow path so that culvert under trail is located accurately. 4.2 Wetland 4 4.2.1 Locate the hydraulic control feature (OCS or pipe) so that it is on-site. 4.2.2 Proposed box culvert and utility conflicts need to be reviewed. 4.2.3 Demonstrate that proposed stormwater management does not conflict with wetland restoration. 4.3 Ruehling offsite (east of Wetland 4) 4.3.1 Document existing and proposed 2-, 10-, and 100-year HWLs. Negative impacts are not acceptable. 4.3.2 Discuss with City staff the need for footbridge where the proposed trail crosses the existing channel. A culvert may create negative impacts. 4.4 SE offsite channel (flowing into development) 4.4.1 Document existing and proposed 2-, 10-, and 100-year HWLs. Negative impacts are not acceptable.2. 4.4.2 Consider installation of a box culvert to prevent head buildup. 4.4.3 Verify that proposed pipe depth has sufficient easement width. Reference to Exhibits 1. Rush Creek Reserve Plan Set, by Stantec, dated 8/18/2020, received 10/21/2020. 2. Approved Open Space Area Map, by Stantec, dated 10/19/2020, received 10/21/2020. 3. Floodplain Map, by Stantec, dated 8/18/2020, received 10/21/2020. 4. Tree Preservation Comparison, by Stantec, dated 10/19/2020, received 10/21/2020. 5. Wetland Buffer and Signage, by Stantec, dated 10/19/2020, received 10/21/2020. 6. Rush Creek Reserve 1st Addition, by Stantec, received 10/21/2020. 7. Rush Creek Reserve Stormwater Management Report, by Stantec, dated 8/18/2020, received 10/21/2020. 8. Rush Creek Reserve Existing and Proposed Condition XPSWMM Model, by Stantec, received 10/21/2020. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us October 12, 2020 Ms. Kendra Lindahl, AICP Principal Consultant City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Final Plat Review – Rush Creek Reserve (Received 09/11/20) County State Aid Highway (CSAH) 10 Hennepin County Plat Review ID #3829A (Reviewed 09/15/20) Dear Ms. Lindahl: Please consider the following county comments in your review of this final plat proposal of Phase 1 (89 single family homes) of Rush Creek Reserve, ultimately redeveloping 91 acres of farmland into 257 homes. Respective of the county’s previous formal letter provided for the Sawgrass Development site proposal (2014), following are updated comments for the Rush Creek Reserve project. Access: We accept the proposed access on CSAH 10 with the inclusion of turn lanes (eastbound left, westbound right) to be reviewed and approved by the county prior to permit approval(s). The proposed “T” intersection also provides space for construction of a raised concrete median for a pedestrian crossing refuge to access the city park on the south side of CSAH 10. We support the internal street system including stub streets to provide access for future development. ‘Road A’ will need to serve future development to the northwest, potentially connecting to CSAH 10. Road ‘F’ we understand will ultimately connect to County Road 116 across from City Hall. Either potential future county road access will require county review to evaluate access spacing and turn lane needs. Please also ensure ‘Road D’ provides access for the parcels to the east, so access may be redirected away from County Road 116 with potential future redevelopment. Finally, to avoid additional CSAH 10 access in proximity to the CSAH 50 intersection, we request the plans provide future street connections to the adjacent parcel(s) in the southeast corner of the development. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us Right-of-way: For consistency with our preferred design for a rural two-lane roadway, we request an additional 27-feet of right-of-way be dedicated for future roadway needs such as: shoulder widening, drainage and pedestrian/bicycle facilities. The outer 10 feet of the 27-foot dedication can be provided as a trail/sidewalk and drainage/utility easement. In anticipation of our planned 2021 County Bridge replacement over the Rush Creek in the far northwest corner of the site, we request dedication of drainage easements through the city’s replatting process for the bridge project. Bicycle and Pedestrian: We support the proposed internal trail system. We are open to discussions with the city and Three Rivers Parks District staff on future bicycle/pedestrian facilities and potential connections along and across CSAH 10. Storm Water / Drainage: Please ensure discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. We request the grading plan maintains sufficient ditch drainage, which may involve regrading in some parts of the proposed right-of-way to avoid flooding within the site. Please also ensure the proposed berm and other private features remain outside of dedicated public ROW/easements. Contact: Drew McGovern at 612-596-0208 or drew.mcgovern@hennepin.us Permits: Please inform the developer that all construction within county right-of-way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, trail development, and landscaping. As previously mentioned, a complete plan set for the proposed turn lane design will need to be reviewed and approved by county staff prior to permit approval. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or michael.olmstead@hennepin.us More Information: Please contact Jason Gottfried: 612-596-0394, jason.gottfried@hennepin.us for any further discussion of these items. Sincerely, Carla Stueve, PE, PTOE County Highway Engineer RUSH CREEK RESERVE August 18, 2020 Final Plan Unit Development (PUD) Plan and Final Plat Narrative for the Preliminary Plat formally known as “Sawgrass” Rush Creek Reserve Page 1 Rush Creek Reserve F I N A L P L A N U N I T D E V E L O P ME N T ( P U D ) P L A N A N D F I N A L P L AT N A R R AT I V E F O R T H E P RE L I M I N A RY P L AT F O R MA L LY K N O W N A S “ S AW G RA S S ” INTRODUCTION The preliminary plat, rezoning and preliminary PUD plan for “Sawgrass” were approved in December 2014 for Peachtree Partners, LLC. The approvals have all been extended multiple time and are valid until August 27, 2020. M/I Homes of Minneapolis/St. Paul LLC is now submitting for the Final PUD Plan and Final Plat under these approvals. Moving forward, the plat will be known as “Rush Creek Reserve”. The purpose of this narrative is to describe the planning and design refinements that have been made to the approved preliminary plat and preliminary PUD plan and additional flexibilities that are being requested, along with the resulting benefits. M/I Homes will be the exclusive builder in Rush Creek Reserve offering 4 unique home choices. · Single Family (slab) · Detached Villa (both slab and basement) · Twinhomes (slab) · Townhomes Each Single Family and Villa home will be uniquely picked by the home buyer and designed to fit their particular needs. Individual home buyers have the ability to choose from a wide variety of plans, exterior materials, including extensive use of brick and stone, architectural features, and landscape designs. This process creates variety and interest in the architecture of the neighborhood. Like the Single Family and Villa homes, the Townhomes and Twinhomes will be designed so to provide a variety of stone and colors, so to avoid monotony. Rush Creek Reserve Page 2 AREA CALCULATION The Sawgrass Preliminary Plat was originally approximately 103 acres. The Seller of the property, Greg Ebert, desires to retain approximately 7.5 acres of the property on the west side and approximately 5 acres on the east side. The property on the east side would be given to St. Thomas the Apostle Church. Removing these two parcels will reduce the total land area of the Rush Creek Reserve plat to approximately 91 acres. Exhibits supporting the density calculations are included in Exhibit E. PRE-DEVELOPMENT AREA Preliminary PUD 0 units Final PUD 0 units Item Acres Acres Gross Acres 103.33 103 Right o f Way 0 0 Wetlands (10.73) (9 .3) Wetland Buffer 0 (6.8) Stormwater Management Ponds 0 0 100 -year Floodplain (2.14) (2.5) Pre -Develop ment Area 90.46 8 4.4 Pre -Deve lop ment Density 0 units/acre 0 units/acre NET DENSITY (POST DEVELOPMENT) CALCULATION Preliminary PUD 246 units Final PUD 257 units Item Acres Acres Gross Acres 103.3 103 Righ t of Way (14.7) (12.4 ) Wetlands (10.7) (8.3 ) Wetland Buffer 0 (6.1) Stormwater Management Ponds (5.6) (5.5 ) 100 -year Floodplain (2.1) (2.5 ) Post Develop ment Area 70.2 68.2 Net Density 3.5 units/acre 3.8 units/acre MET COUNCIL NET DENSITY (POST DEVELOPMENT) CALCULATION Preliminary PUD 246 units Final PUD 257 units Item Acres Acres Gross Acres 103.3 103 Arterial Streets 0 0 Wetlands (10.7) (8.3 ) Wetland Buffer 0 (6 .1) Pre -Developable Area 92.6 88.6 Net Density 2.6 units/acre 2.9 units/acre Rush Creek Reserve Page 3 PREVIOUS APPROVALS OF SAWGRASS On December 11th, 2014 the Preliminary Plat, Preliminary Planned Unit Development (PUD) Plan and Rezoning for the 103-Acre Schendel property at 20400 County Road 10 were approved with conditions. Below outlines these approvals and the conditions. Comments and proposed revisions to these approvals are noted below after the conditions. PRELIMINARY PLAT APPROVAL C O N D I T I O N S O F A P P ROVA L – R E S O U LT I O N N O. 2 0 1 4 - 7 2 1. A preliminary plat is approved to allow the creation of 246 single family lots and several outlots, in accordance with the application materials and plans received by the City on October 3, 2014 and revisions received November 21, 2014, except as amended by this resolution. · The Final PUD Plan proposes 257 lots. This is an approximate 4.5% increase from the Preliminary Plat. This increase is due to the introduction of townhomes. 2. Approval is contingent upon City Council approval of the rezoning to PUD and preliminary PUD development plan. 3. The application shall comply with all conditions in the City Engineer's memo dated November 24, 2014. 4. The application is subject to the review and approval by the Elm Creek Watershed Management Commission. The applicant shall comply with any conditions of approval from the watershed. 5. The application is subject to the review and approval by Hennepin County. The applicant shall comply with any conditions of approval from the County. 6. Development standards shall be as approved as part of the PUD. 7. The development shall be subject to all conditions of the preliminary PUD development plan approval. 8. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this preliminary plat is contingent upon extension of these services to the site. PR E LIMINARY PLANNED UNIT DEVELOPMENT (PUD) PLAN APPROVAL C O N D I T I O N S O F A P P ROVA L – R E S O U LT I O N N O. 2 0 1 4 - 7 3 1. A preliminary PUD development plan is approved to allow the creation of 226 single family homes, 20 twinhomes and several outlots, in accordance with the application materials and plans received by the City on October 3, 214 and revisions received November 21, 2014, except as amended by this resolution. · Proposed with the Final PUD Development Plan are 177 single family, 22 twinhomes, 58 townhomes and several outlots. 2. Approval is contingent upon City Council approval of the requested rezoning and preliminary plat. · The preliminary plat and request for zoning were approved on December 11, 2014 with Resolution No. 2014-72 and 2014-74, respectively. 3. The applicant shall comply with all conditions in the City Engineer' s memo dated November Rush Creek Reserve Page 4 24, 2014. · The City Engineer’s comments have been incorporated into this Final PUD Plan submittal. 4. The approval is subject to the review and approval by the Elm Creek Watershed Management Commission. The applicant shall comply with any conditions of approval from the watershed. · Engineering plans and calculation will be submitted to Elm Creek Watershed in the coming weeks for review and approval. 5. The application is subject to the review and approval by Hennepin County. The applicant is required to obtain permits and approvals from the County as needed. · A submittal to Hennepin County will be made as necessary for the improvements proposed. 6. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this PUD is contingent upon extension of these services to the site. · Water and sewer will be extended to the site as shown on the Final PUD plans. 7. The preliminary PUD development plan is approved based on the finding that the proposed project is consistent with the City' s Comprehensive Plan. 8. All platted residential lots shall comply with the following setbacks: Approved PUD Standards Single Family Detached Detached Villa Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility – the smallest lot shown is 6,555) 4,000 sq. ft. 4,000 sq. ft. 2,500 sq. ft. Minimum Lot Width 55 feet 40 feet 75 feet 30 feet Minimum Principal Structure Setbacks Front, from all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 5 feet 5 feet 10 feet 10 feet Side (garage)** 5 feet 5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway Setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings * Porches may be allowed to encroach and same on either front setback on corner lots Rush Creek Reserve Page 5 Proposed with the Final PUD Plan are the following: Proposed PUD Standards Single Family Detached Detached Villa Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility – the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft. Minimum Lot Width 55 feet 55 feet 75 feet (37.5 feet/unit) 26 feet Minimum Principal Structure Setbacks Front, from all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway Setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings 9. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5 feet from the property line. · Air conditioners are proposed on the side and the rear of the proposed homes and will be at least 5 feet from the property line. With the increased setbacks of 7.5 feet, the air conditioners will be at least 5 feet from the property line. 10. All properties must have a minimum 22-foot driveway parking area in front of the garage that does not overlap into sidewalks, drives or streets. The building permit must dimension this parking area in front of the garage. A RC H I T E CT U R A L A N D D E S I G N S TA N DA R D S 11. All Design Requirements for the RSF-3 district described in Section 1040.050, Subd. 8 shall be met, except that PUD flexibility is granted for the following: a. Adjacent homes may be allowed to have the same color and type of roofing product provided the architectural details and material colors for the home are different. b. Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. However, since no home plan has been provided, the City will work with the applicant to determine the extent of this flexibility when a development proposal for that site is submitted. Rush Creek Reserve Page 6 · Fifty-eight total townhome units are proposed. The units range from three-unit to four- unit buildings. There are four total unique unit types. The architecture provides materials in which not more than one is more than 75% of the front façade. The garage front footage is no more than 72% of the ground floor street-facing building frontage and the garages are architecturally styled to match the exterior of the homes. c. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 60% for detached single family homes and 70% for twinhomes/townhomes. · Additional flexibility is requested given a proposed product is known for the Final PUD Plan. The garage building face has been analyze all proposed products and are outlined in Exhibit A. See Changes Proposed since Preliminary PUD Plan Approval section below. d. The intent of the ordinance is to require the side and rear of homes that are located on or visible from public parks or arterial streets to have architectural elements similar to the front elevation. These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. · This condition will be addressed on the homes with rears facing County Highway 10. 12. The applicant shall provide copies of the final HOA documents/covenants for City review as part of the final plat application. · Additional information on the HOA can be found in the Homeowner’s Association section of this narrative. 13. The developer shall provide centralized mailbox locations. A mailbox plan shall be provided for City review and approval. · The locations of the cluster box units (CBUs) will be coordinated with the City and Postmaster. Rush Creek Reserve Page 7 PARKING 14. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. 15. No parking shall be permitted on County Road 10. 16. Townhomes (if proposed) shall be required to provide guest parking stalls as required in Section 1060.060, Subd. 8. · 12 parking stalls will be provided for the townhome units per the Code. LANDSCAPING A N D L I G H T I N G 17. A revised landscape plan shall be provided for City Council review prior to approval of the final plat and PUD final plan. The revised plan shall identify the number, location, species and plant sizes and locations to ensure compliance with the Section 1060.070 of the Zoning Ordinance. · Provide with this Final PUD Plan and Final Plat submittal. 18. A mix of ornamental trees, perennials and annuals shall also be provided in the medians. 19. The developer shall submit a revised landscape plan for City review and approval of the proposed landscaping in the cul-de-sac islands to ensure planting materials will withstand the stresses of these locations. 20. The HOA shall be responsible for planting, irrigation and maintenance of the median landscaping and all landscaping within the cul-de-sac islands. 21. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 22. The HOA shall be responsible for the maintenance of all common lots. 23. The applicant shall work with the City to finalize the design of the decorative lighting that will be installed. The applicant shall provide the streetlights in compliance with City Policy. 24. PUD flexibility is granted to allow additional development signage for the two main entrances and sub-association neighborhoods. A master sign plan for the development shall be submitted for City review and approval with the final PUD development plan in compliance with the following standards: (a) Up to 3 signs allowed at each entrance. One on each side and one in the median as applicable. (b) Sign area is measured by drawing a box around the lettering (c) Total signage at the main entrance shall not exceed 80 sq. ft. Individual monument signs shall not exceed 40 sq. ft. (d) Total signage at the second entrance shall not exceed 40 sq. ft. Individual monument signs shall not exceed 20 square feet. (e) Median signs may be located in the right-of-way, provided the applicant provides an exhibit showing that sight visibility is maintained. (f) Monument signs must comply with the minimum 5-foot setback and be located outside of the sight visibility triangle. (g) Illuminated and/or backlit lettering and both downward and upward focused lighting will be allowed so long as the source of light is not visible to drivers and pedestrians. Lighting must comply with the standards in Section 1060.040 and glare, whether direct or reflected, shall not be visible beyond the limits of the site from which it originates. Rush Creek Reserve Page 8 (h) Monument signs shall not exceed 8 feet in height, however, median monuments may be allowed up to 11 feet tall. (i) Trailhead signage shall be provided where the trails cross public streets and shall be installed in accordance with City standards. · A monument sign is not proposed with this development at this time. Enhanced landscaping at the front entrance and through the main corridor will replace a physical sign for the community. Trailhead signage will be provided per City standards. STREETS, PA RK I N G A N D U T I L I T I E S 25. All streets within the development shall be public streets. 26. The preliminary plat shall be revised to clearly dimension the required 45-foot half right-of-way for County Road 10. 27. Utilities shall be stubbed to the property lines for future extension to adjacent properties. The stubs shall be at the developer's expense. 28. A public access for emergency vehicle access and trail connection shall be provided from the long cut de sac (Street F) to the northeast street connection. This shall be a 12-foot wide emergency vehicle access with knock down bollards and shall also serve as a trail. 29. The development shall comply with the Fire Chief’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. S ID EWAL K S AND T R A I L S 30. Sidewalks and trails shall be as shown on the Development Open Space exhibit dated November 21, 2014. a. Trails shall be allowed in the wetland buffer as shown. b. The final location of the sidewalk on Street F shall be determined with the PUD final plan. c. Sidewalks shall be constructed on all public streets, including stub streets, at the time of street construction. d. Sidewalks shall be provided on one side of the public street in the twinhome neighborhood. 31. The HOA or individual homeowners shall be responsible for snow removal on public sidewalks within the development. 32. Sidewalks shall be 5 feet wide. W E T L A N D S 33. Alternative wetland buffers shall be allowed, subject to the standards and conditions in Section 1 050.01 0, Subd. 6 of the Zoning Ordinance. Wetland buffers must be dimensioned on the plans. 34. The plans shall be revised to identify the wetland buffer monuments as required by Section 1050.010 of the Zoning Ordinance. 35. The developer must install wetland buffer monuments prior to issuance of Certificates of Occupancy for adjacent buildings. Rush Creek Reserve Page 9 D R A I N AG E / S T O RM WAT E R MA N AG E M E N T 36. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 37. The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer's memo. Offsite stormwater conveyance will be constructed at developer's expense based on wetland and watershed approvals and northerly property owners providing easements. · M/I Homes has met with the adjacent property owners to gather their concerns. The exact route of the storm connection through their properties requires additional survey information that will be forth coming. A dialogue with them has been started and will be addressed with future plans and with the watershed. SHORELAND OV E R L AY D I S T R I CT 38. PUD flexibility is granted from the following Shoreland Overlay District standards in Section 1050.020 of the Zoning Ordinance: a. allow more than 25% impervious surface coverage per lot in this area b. allow 35-foot building heights as allowed by the underlying zoning district c. allow 55-foot wide lots where 75 feet is typically required d. allow a 25-foot setback from County Road 10 where 50 is required 39. The PUD flexibility is granted based on the finding that: a. The shoreland area within the development is less than 6% of the project area. b. The shoreland area along County Road 10 is separated from the creek by County Road 10 and all drainage is directed north away from the creek. c. The total impervious surface coverage will exceed ordinance requirements for individual lots, but the total impervious coverage within the portions of the overlay district where the creek is located within Outlot A of the development does not exceed the 25% limit. d. The planned development will preserve approximately 40 acres (38% of the site) as permanent open space and has included stormwater management techniques within the development to ensure protection of the shoreland areas. e. The lots do not directly abut County Road 10 and are separated from the road by an outlot. PA R K D E D I CAT I O N 40. Park dedication shall be a combination of land and cash. The final dedication requirements shall be determined with the final plat for phase I of the development and shall generally be as follows: a. Dedication of off-road trails as shown on the Development Open Space Plan dated November 21, 2014. i. Trails shall be 8 feet wide in 20-foot easements and credit will be given for the full easement. The emergency access in the northeast corner shall be a 12-foot trail in 30- foot easement, but credit for this wider trail shall be given only for the standard 20- foot width. b. The remainder of the park dedication shall be cash in lieu of land c. The developer shall pave the entrance trail shown between County Road 10 and the large wetland area (Outlot N) without paving reimbursement. Rush Creek Reserve Page 10 d. Recommended that the developer donate a trail easement on the west side of the project adjacent to the creek. No improvements are required in this easement and no park dedication credit will be provided. e. The park dedication for the trail easements shall be deeded with each phase of development. f. Cash for park dedication shall be paid in full by phase II. g. Credit shall be given for trail paving, if directed by the City. M IS CEL L ANEO U S 41. In addition to the PUD flexibilities already outlined above, the following PUD flexibility standards are approved and shall be incorporated into the development contract. a. Open Space — The total amount of open space will not be reduced by more than 2.5% or 1 acre from the amount shown in the approved PUD, b. Development Footprint - Total development footprint as identified by street right-of- way and total lotted area cannot increase by more than 1 acre. c. Wetland Buffer - At all times we will not reduce the amount of wetland buffer provided. d. Storm Water - Storm water treatment areas may be modified, provided that the overall treatment standards are still equal to or greater than the standards approved with the Preliminary Plat, as approved by the City Engineer. e. Trails — Any plan must generally provide an east-west and north-south trail link as approved with the PUD Preliminary Plan and while the location of trails may be slightly adjusted the overall locations and length of trails will be honored f. Entrance Location(s) - Main entrance location off CR 10 will remain unchanged. g. Total Units — The total units cannot be less than 235 (3.34 units /acre) and more than 275 (3.91 units/acre) without amending the PUD. h. Association Maintained Housing —Blocks 20, 21 and Outlot O must be maintained and actively marketed for association-maintained housing until the final phase is approved. If at that time with active marketing this has not sold, this area may be platted as single family. When the final plat for the first phase of the development is recorded, the developer will list this land for sale, with an independent third-party realtor, who will agree to actively market this property for association maintained housing. The Realtor will also commit to provide the City Administrator with quarterly reports on the efforts being made to market the parcel and market responses. · The villas, twinhomes and townhomes will all be association-maintained areas. See Homeowner’s Association (HOA) section below for additional information on the HOA. i. Housing Types— Housing/Lot types may change without amending the PUD so long as they meet the approved PUD lot standards and include at least 3 housing/lot types overall. · Single family, villas, twinhomes and townhomes are all proposed with the Final PUD Plan. j. Lots and Blocks - Lots sizes may change within the limits approved, however, blocks as arranged need to stay generally consistent with approved Preliminary PUD and Plat. 42. The phasing plan submitted by the developer is approved. · The development is proposed in 5 phases. The first addition Final Plat is part of this submittal. It is planned to grade the site in two phases. 43. A final PUD development plan submitted with the final plat for review and approval. Rush Creek Reserve Page 11 FINDINGS OF FACT FOR REZONING F I N D I N G S – R E S O U LT I O N N O. 2 0 1 4 - 7 4 Adopted an ordinance rezoning the affected parcel from Urban Reserve (UR) and RMF -3 (High Density Residential) to PUD. CHANGES PROPOSED SINCE PRELIMINARY PUD PLAN APPROVAL 1. Eliminate 75-foot lots and replace with 55 and 65-foot lots. The change to the lot counts are summarized below in Table 1: Table 1. Lot Widths Preliminary PUD Plan Final PUD Plan Lot Type # of Lots Side Yard Setback Lot Type # of Lots Side Yard Setback 55 feet 80 5 feet 55 feet 158 7.5 feet 65 feet 89 5 feet 65 feet 19 7.5 feet 75 feet 57 5 feet 75 feet 0 7.5 feet Townhomes 20 Townhomes 58 Twinhomes 0 Twinhomes 22 Total 246 Total 257 In exchange for flexibility in the lot width, M/I Homes would increase the side yard setback from 5 feet to 7.5 feet. 2. Increase the variety of foundation types. The preliminary plat was predominantly basement lots. It is proposed to have the following foundation types for each product type as summarized in Table 2: Table 2. Proposed Foundation Types Product Type Proposed Foundation Type Single Family Mix between full, lookout and walkout basements Villa Half of the foundations being slab with remainder a mix of basement types Townhomes Foundation type flexibility. Either slab or basement townhomes. Twinhomes All slab foundations. In exchange for flexibility with foundation types, M/I Homes can offer an additional product type. There are over 30 different home varies to be offered in the community along with multiple elevations for each home. The products available is also always changing with new homes being designed. 3. Reduction in the required garage size for HOA maintained lots. Per Section 1040.070 – RMF-3, Subd. 8.5 All townhome design shall comply with standards in Section 1040.060, Subd. 9 (RMF-1 Design Requirements). Item 7.b of Subd. 9 of Section 1040.060 requires minimum garage sizes based on foundation types. Twinhomes would also fall under Section 1040.060 – RMF-1 with minimum garage sizes. The Villa, Townhomes and Twinhomes would all be HOA maintained. Table 3 outlines what is required per the City Code and what is proposed. Rush Creek Reserve Page 12 Table 3. Garage Sizes Product Type Required Garage Size per SMF-1 Proposed Garage Size Single Family 440 square feet 440 square feet Villa Basement: 440 square feet Slab: 540 square feet 425 square feet for basement and slab Townhomes Basement: 440 square feet Slab: 540 square feet 385 square feet for basement and slab Twinhomes Basement: 440 square feet Slab: 540 square feet 410 square feet for basement and slab On HOA maintained lots all lawncare and snow removal is covered by the HOA. On Townhomes and twinhomes all exterior care is also part of the HOA’s responsibility. Major large items stored within a garage are yard and snow removal equipment and with the HOA maintained properties, this equipment is eliminated, thus less room is required within the garage. Many of the slab villas also have storage areas within the home plans to make up for the area lost in the garage. In exchange for flexibility with the garage sizes, M/I Homes will commit to providing lawn care and snow removal as part of the HOA in order to eliminate the need to store exterior maintenance equipment. 4. Garage Front Frontage: The Preliminary PUD Plan provided flexibility for face of the garage to exceed the 55% of building face and allow 60% for detached single family homes and 70% for twinhomes/townhomes. When the Preliminary PUD was approved there was not a builder for the property. With M/I Homes being the exclusive builder on the property, the face of the garage length is known for the homes proposed at the time of Final PUD Pan. All two-car homes are compliant with the previously approved flexibility, but 3-car homes and townhomes exceed the approvals. Table 4 outlines the Preliminary PUD Plan approval and additional flexibility being proposed. A breakdown of the front footage calculation for the homes proposed are included in Exhibit A. Table 4. Garage Front Footage Percentages Product Type Approved Garage Front Footage Proposed Front Footage Single Family 60% 77% on 3-car Villa 60% 76% on 3-car Townhomes 70% 72% on 4-unit Twinhomes 70% 70% In exchange for flexibility with the garage front footage, M/I Homes is committed to providing greater side yard setbacks on the homes. There is also a limited amount of 65’ lots that would accommodate the 3-car villa (19 total lots) and they are dispersed through the site, not all in one row. M/I Homes designs softens the appearance of the garages by building over the garages, use of columns, offset of the garage and the use of a variety of materials and colors. 5. Material Flexibility. Per Section 1040.040 – RMF-1, Subd. 8.A.2 requires a minimum of two different materials on the front elevation, a minimum of 3 different variations of color, style and/or material and except for brick, stucco or stone, no more than 75% of one type of exterior finish. Exhibit B includes all Proposed Building Elevations for the community. Exhibit C outlines the area of each material on the proposed elevations. Table 5 outlines the number of proposed elevations that are not Rush Creek Reserve Page 13 compliant with the Code. It is proposed to allow all submitted elevations as shown in Exhibit B and C. A total of 99 elevations are provided within the community when a minimum of 5 front elevations is required. This is almost 20 time the required elevations required. Table 5. Front Façade Product Type Number of Elevations Non-Compliant Elevations (%) Single Family 40 10 (25%) Villa (basement) 25 0 (0%) Villa (slab) 26 3 (11.5%) Townhomes 2 0 (0%) Twinhomes 6 0 (0%) Total 99 13 (13%) In exchange for flexibility, M/I Homes will offer at least 3 elevations for each single-family detached home. 6. Roadway alignment in South Roadway alignment in the south was revised to align with the townhome product proposed in this area and with the new proposed property line with St. Thomas the Apostle Church. Rush Creek Reserve Page 14 HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association will be structured as a Master Association with three sub- associations. The sub-associations will be formed for: Villas, Townhomes and Twinhomes. Documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. The Single-Family homes are only part of the Master, they are not their own sub-association. All owners are members of the Master. The included North Creek Master Declaration is an example of how Single-Family homes will be set up in the Master for Rush Creek Reserve. The Villas sub-association documents are also part of the North Creek Declaration, this is representative example of how the Villa sub-association will be set up. Included for the Townhomes is the Whispering Hills Declaration, it is planned to format the sub-association like these documents. Twinhomes are a new product for M/I Homes. Sub-association documents for the Twinhomes will be like the Townhomes, as they have a common wall and common exterior components. Sample Homeowner’s Association Documents are included in Exhibit D. The Master will be responsible for all maintenance of the main common elements, mailboxes, snow plowing of the public sidewalks, and trash for the community. Master Villas Twinhomes Townhomes Single Family Rush Creek Reserve Exhibit A EXHIBIT A G A R AG E F RO N T F O O T CA LCUA LT I O N S M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaGarage StorageTotal Garage Area + Storage3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageHans Hagen Villa Collection: SlabAspen A Stone41411352761940'20'50.0%50'30'60.0%Aspen B Stone41411352761940'20'50.0%50'30'60.0%Aspen C Stone41411352761940'20'50.0%50'30'60.0%Cedarwood B Stone47219566771540'20'50.0%50'30'60.0%Cedarwood C Stone47219566771540'20'50.0%50'30'60.0%Cedarwood D Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II A Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II B Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II C Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II D Stone47219566771540'20'50.0%50'30'60.0%Willow A Stone647N/A64787740'21'52.5%50'31'62.0%Willow C Stone647N/A64787740'21'52.5%50'31'62.0%Willow D Stone647N/A64787740'21'52.5%50'31'62.0%Willow E Stone647N/A64787740'21'52.5%50'31'62.0%Linden A Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden B Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden C Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden D Stone4285748563340'20.3'50.8%50'30.3'60.6%Magnolia A StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia B StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia C N/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia D StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Elmwood IV A437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV C437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV E437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV F437N/A437N/A40'20.3'50.8%N/AN/AN/A M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaGarage StorageTotal Garage Area + Storage3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageHans Hagen Villa Collection: BasementGraystone B Stone475 N/A N/A 71840'20.6'51.5%50'30.6'61.2%Graystone C Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Graystone D Stone475N/AN/AN/A40'20.6'51.5%N/AN/AN/AGraystone E Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Graystone F Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Hillcrest B Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest C Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest D Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest E Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest F Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Sycamore A Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore C Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore D Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore E Stone652N/AN/A86540'21'52.5%50'31'62.0%Kaiden A StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Kaiden B StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Kaiden C StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Newport A Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport B Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport C Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport D Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport E Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Langford B StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0%Langford C StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0%Langford D StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageTownhomes - Lakeside CollectionNokomis - 3 unit458 32.17' 21.3' 66.2%Minnehaha - 3 unit38628.33'20.5'72.4%Hiawatha - 3 unit43330'21.3'71.0%Nokomis - 4 unit45832.17'21.3'66.2%Minnehaha - 4 unit38628.33'20.5'72.4%Vermillion - 4 unit38626.33'20.7'78.6%Hiawatha - 4 unit43330'21.3'71.0%3-Unit (Nokomis, Minnehaha, Hiawatha)N/A90.5'63.1'69.7%4-Unit (Nokomis, Minnehaha, Vermillion, Hiawatha)N/A116.83'83.8'71.7% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageTwinhomesUnit A1 413 36'20'55.6%Unit A241336'19'52.8%Unit B141336'21'58.3%Unit B241336'21'58.3%Unit C141336'19'52.8%Unit C2 413 36'19'52.8%Twin A1/A2N/A72'39'54.2%Twin A1/B1N/A72'41'56.9%Twin A1/C1N/A72'39'54.2%Twin B1/B2N/A72'42'58.3%Twin B2/C1N/A72'40'55.6%Twin C2/C1N/A72'38'52.8% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage Area3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageSingle FamilyBloomington A 498N/A 40'23.0'57.5%N/AN/AN/ABloomington B498N/A40'23.0'57.5%N/AN/AN/ABloomington C498N/A40'23.0'57.5%N/AN/AN/ABloomington A Stone498N/A40'23.0'57.5%N/AN/AN/ACanton A Stone481N/A40'23.0'57.5%N/AN/AN/ACanton B Stone481N/A40'23.0'57.5%N/AN/AN/ACanton C Stone481N/A40'23.0'57.5%N/AN/AN/ACarter AN/A629N/AN/AN/A39'30'76.9%Carter BN/A629N/AN/AN/A39'30'76.9%Carter CN/A629N/AN/AN/A39'30'76.9%Carter DN/A629N/AN/AN/A39'30'76.9%Carter EN/A629N/AN/AN/A39'30'76.9%Carter FN/A629N/AN/AN/A39'30'76.9%Henry AN/A626N/AN/AN/A39'30'76.9%Henry BN/A626N/AN/AN/A39'30'76.9%Henry CN/A626N/AN/AN/A39'30'76.9%Henry DN/A626N/AN/AN/A39'30'76.9%Henry EN/A626N/AN/AN/A39'30'76.9%Henry FN/A626N/AN/AN/A39'30'76.9%Dearborn A Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn B Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn C Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn D Stone481N/A40'23.0'57.5%N/AN/AN/ASophia ASN/A629N/AN/AN/A39'30'76.9%Sophia BSN/A629N/AN/AN/A39'30'76.9%Sophia CSN/A629N/AN/AN/A39'30'76.9%Sophia DSN/A629N/AN/AN/A39'30'76.9%Sophia ESN/A629N/AN/AN/A39'30'76.9%Sophia FSN/A629N/AN/AN/A39'30'76.9%Wilson AN/A631N/AN/AN/A40'30'75.0%Wilson A StoneN/A631N/AN/AN/A40'30'75.0%Wilson B N/A631N/AN/AN/A40'30'75.0%Wilson B StoneN/A631N/AN/AN/A40'30'75.0%Wilson CN/A631N/AN/AN/A40'30'75.0%Wilson C StoneN/A631N/AN/AN/A40'30'75.0%Wilson DN/A631N/AN/AN/A40'30'75.0%Wilson D StoneN/A632N/AN/AN/A40'30'75.0%Wilson EN/A633N/AN/AN/A40'30'75.0%Wilson E StoneN/A634N/AN/AN/A40'30'75.0%Wilson FN/A631N/AN/AN/A40'30'75.0%Wilson F StoneN/A632N/AN/AN/A40'30'75.0% Rush Creek Reserve Exhibit B EXHIBIT B P RO P O S E D P RO D U C T E L E VAT I O N S Rush Creek Reserve Page 1 of 14 Product Elevations – Slab Villa SLAB VILLA ASPEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 2 of 14 Product Elevations – Slab Villa E L E VAT I O N C CEDARWOOD E L E VAT I O N B Rush Creek Reserve Page 3 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 4 of 14 Product Elevations – Slab Villa E L E VAT I O N E E L E VAT I O N G Rush Creek Reserve Page 5 of 14 Product Elevations – Slab Villa CEDARWOOD II E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 6 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 7 of 14 Product Elevations – Slab Villa WILLOW E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 8 of 14 Product Elevations – Slab Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 9 of 14 Product Elevations – Slab Villa LINDEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 10 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 11 of 14 Product Elevations – Slab Villa MAGNOLIA E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 12 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 13 of 14 Product Elevations – Slab Villa ELMWOOD IV E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 14 of 14 Product Elevations – Slab Villa E L E VAT I O N E E L E VAT I O N F W.I.C. BEDROOM #210'-3" x 10'-6" OWNER'S SUITE12'-9" x 14'-8"OPT. SOFFIT OWNER'S BATH MUD ROOM/ LAUNDRY OPT.W INDOWS OPT.WINDOWSFAMILY ROOM14'-5" x 17'-10" FOYER DINING ROOM11'-6" x 14'-6" 2-CAR GARAGE KITCHEN UP OPT.W INDOWS DEN12'-7" x 12'-8"OPT. SOFFIT COVERED PORCH WH OPT.RAIL OPT.RAIL The Aspen First Floor Square Feet: 2,344 Bedrooms: 2 Full Baths: 2 DN LOFT19'-8" x 17'-6"STORAGE OPT. RAIL Second Floor Half Baths: 1 Garages: 2 Stories: 2 PORCH DENOPT. SOFFITS12'-7" x 11'-1" BEDROOM #210'-3" x 10'-11" DINING ROOM11'-4" x 14'-0"FAMILY ROOM14'-8" x 18'-4" 2-CAR GARAGE OWNER'S SUITEOPT. SOFFITS12'-9" x 15'-2" W.I.C.WH OWNER'S BATH OPT.BENCHLAUNDRY FOYER KITCHEN UPOPT. CABSOPT.WINDOWS OPT.WINDOWS FURNACE OPT.WINDOW The Cedarwood First Floor Square Feet: 1,734 Bedrooms: 2 Full Baths: 2 Second Floor Half Baths: 0 Garages: 2 Stories: 1 ATTIC STORAGE DN PORCH 12'-7" x 10'-0" BEDROOM #210'-3" x 10'-11" DINING ROOM11'-4" x 14'-0"FAMILY ROOM14'-8" x 18'-4" OWNER'S SUITEOPT. SOFFITS12'-9" x 15'-2" W.I.C.WH OWNER'S BATHW D LAUNDRY FOYER KITCHEN UPOPT. CABSOPT.WINDOWSOPT.WINDOWS OPT. SEAT 2-CAR GARAGE19'-8" x 21'-0" OPT. ARCH FURNACE OPT.WINDOWS OPT.WINDOW BEDROOM #3 The Cedarwood II First Floor Square Feet: 1,742 Bedrooms: 3 Full Baths: 2 ATTIC STORAGE DN ATTIC STORAGE DN Second Floor Half Baths: 0 Garages: 2 Stories: 1 The Willow First Floor Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 Half Baths: 0 Garages: 2.5 Stories: 1 The Linden First Floor Square Feet: 2,217 Bedrooms: 3 Full Baths: 2 Second Floor Half Baths: 0 Garages: 2 Stories: 2 The Elmwood IV First Floor Square Feet: 2,441 Bedrooms: 3 Full Baths: 2 Second Floor Half Baths: 1 Garages: 2 Stories: 2 Rush Creek Reserve Page 1 of 13 Product Elevations – Basement Villa BASEMENT VILLA GRAYSTONE E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 2 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 3 of 13 Product Elevations – Basement Villa E L E VAT I O N F HILLCREST E L E VAT I O N B Rush Creek Reserve Page 4 of 13 Product Elevations – Basement Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 5 of 13 Product Elevations – Basement Villa E L E VAT I O N E E L E VAT I O N F Rush Creek Reserve Page 6 of 13 Product Elevations – Basement Villa SYCAMORE E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 7 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 8 of 13 Product Elevations – Basement Villa KAIDEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 9 of 13 Product Elevations – Basement Villa E L E VAT I O N C NEWPORT E L E VAT I O N A Rush Creek Reserve Page 10 of 13 Product Elevations – Basement Villa E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 11 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 12 of 13 Product Elevations – Basement Villa LANGFORD E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 13 of 13 Product Elevations – Basement Villa E L E VAT I O N D WH UP BASEMENT37'-11" x 50'-9" UNEXCAVATEDUNFINISHED STORAGE UNFINISHED MECHANICAL OPT. RECREATION ROOM25'-3" x 17'-7" OPT.W.I.C. OPT. BEDROOM #312'-5" x 12'-2" OPT. EXERCISE ROOM11'-1" x 16'-6" The Graystone Basement Square Feet: 1,757 Bedrooms: 2 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 D OPT.WINDOWS W OPT.WINDOWS OPT. CABINETS W.I.C. DN OWNER'S BATH PORCH LAUNDRY DEN12'-7" x 11'-1"OPT. TRAYVAULT CEILING OWNER'S SUITE12'-9" x 15'-2"OPT. TRAYVAULT CEILING KITCHEN FAMILY ROOM14'-8" x 18'-4" FOYER BEDROOM #210'-3" x 10'-11" 2-CAR GARAGE DINING ROOM11'-4" x 14'-2" OPT.WINDOW WH UP BASEMENT37'-11" x 50'-9" UNEXCAVATEDUNFINISHED STORAGE UNFINISHED MECHANICAL OPT.W.I.C. OPT. RECREATION ROOM25'-2" x 17'-8" OPT. BEDROOM #312'-6" x 12'-5" OPT. EXERCISE ROOM11'-1" x 16'-6" The Graystone Basement Square Feet: 1,752 Bedrooms: 2 Full Baths: 2 D OPT.WINDOWS W OPT.WINDOWS OPT. CABINETS W.I.C. DN OWNER'S BATH PORCH LAUNDRY DEN12'-7" x 11'-1" OWNER'S SUITE12'-9" x 15'-2" KITCHEN FAMILY ROOM14'-8" x 18'-4" DINING ROOM11'-4" x 14'-2" FOYER BEDROOM #210'-3" x 10'-11" 3-CAR GARAGE OPT.WINDOW First Floor Half Baths: 0 Garages: 3 Stories: 1 The Hillcrest Basement Square Feet: 1,769 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 UNEXCAVATED WH UP BASEMENT38'-8" x 54'-10" OPT. RECREATION ROOM23'-8" x 28'-1" OPT. BEDROOM #413'-9" x 10'-8" OPT. STORAGE OPT.W.I.C. UNFINISHED MECHANICAL The Hillcrest Basement Square Feet: 1,769 Bedrooms: 3 Full Baths: 2 D OPT.WINDOWS BEDROOM #312'-7" x 12'-4" OPT.WINDOWS W.I.C. W DN PORCH OWNER'S BATH LAUN OWNER'S SUITE12'-9" x 15'-10" KITCHEN DINING ROOM11'-4" x 13'-3" FOYER BEDROOM #210'-3" x 10'-11" 3-CAR GARAGE FAMILY ROOM13'-8" x 17'-10" OPT.WINDOWS OPT.WINDOW First Floor Half Baths: 0 Garages: 3 Stories: 1 The Sycamore Basement Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 The Sycamore Basement Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 3 Stories: 1 UNFINISHED MECHANICAL BASEMENT48'-7" x 21'-9" UNEXCAVATED UP WH UNEXC. OPT.W.I.C. OPT. BEDROOM #414'-0" x 11'-8" OPT. EXERCISE ROOM14'-0" x 11'-7" OPT. FLEX ROOM18'-2" x 18'-8" OPT. RECREATION ROOM33'-7" x 21'-0" OPT.STORAGE OPT. BATH OPT. WET BAR The Kaiden Basement Square Feet: 2,054 Bedrooms: 3 Full Baths: 2 OPT.WINDOWS MUD ROOM OPT. BENCHBEDROOM #211'-6" x 11'-1" COVERED PORCH DN LAUN OWNER'S BATH FOYEROPT. PANVAULTCEILING BEDROOM #312'-1" x 11'-2" OWNER'S SUITEOPT. TRAY VAULTCEILING15'-1" x 13'-9" 3-CAR GARAGE29'-8" x 21'-8" KITCHEN DINING ROOM17'-1" x 11'-2" OPT.WINDOWS OPT.WINDOW FAMILY ROOMOPT. PAN VAULT CEILING16'-6" x 22'-1" OPT. RAIL W.I.C.OPT. CABOPT. ARCH OPT. ARCHW.I.C.OPT.POCKETDOOR OPT.WINDOWS OPT. ARCHFirst Floor Half Baths: 0 Garages: 3 Stories: 1 The Langford Basement Square Feet: 2,936 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 1 Garages: 3 Stories: 1 UNFINISHED MECHANICAL BASEMENT38'-8" x 27'-10" UNEXCAVATED UP WH SUMP UNFINISHED STORAGE OPT. BEDROOM11'-4" x 12'-2" OPT. RECREATION ROOM26'-5" x 23'-10" The Newport Basement Square Feet: 2,421 Bedrooms: 3 Full Baths: 2 OPT.WINDOWS DW COVERED PORCH W.I.C. DN LAUN OWNER'S BATH FOYER 2-CAR GARAGE KITCHEN DINING ROOM11'-4" x 13'-3"OPT.WINDOWS OPT.WINDOW FAMILY ROOM14'-6" x 14'-2" OPT.WINDOWS DENOPT. SOFFITS12'-7" x 11'-0" UP OPT.CABINETS OPT. CABINETS OPT.RAIL OPT. ARCH OPT. ARCHOWNER'S SUITE12'-11" x 16'-4"OPT. SOFFITS First Floor Half Baths: 1 Garages: 2 Stories: 2 BEDROOM #2SLOPED CEILING15'-1" x 11'-8" BEDROOM #3SLOPED CEILING15'-1" x 11'-9" DN LOFTSLOPED CEILING15'-0" x 15'-0"OPT. RAIL Second Floor Rush Creek Reserve Page 1 Product Elevations – Townhome TOWNHOME 4-UNIT 3-UNIT Rush Creek Reserve Page 1 of 3 Product Elevations – Twinhome TWINHOME TWIN A1/A2 TWIN A1/B1 Rush Creek Reserve Page 2 of 3 Product Elevations – Twinhome TWIN A1/C1 TWIN B1/B2 Rush Creek Reserve Page 3 of 3 Product Elevations – Twinhome TWIN B2/C1 TWIN C2/C1 Rush Creek Reserve Page 1 of 26 Product Elevations – Single Family SINGLE FAMILY BLOOMINGTON E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 2 of 26 Product Elevations – Single Family E L E VAT I O N C CANTON (3rd stall not an option at Rush Creek Reserve) E L E VAT I O N A Rush Creek Reserve Page 3 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 4 of 26 Product Elevations – Single Family CARTER E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 5 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 6 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N F Rush Creek Reserve Page 7 of 26 Product Elevations – Single Family HENRY E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 8 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 9 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 10 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 11 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 12 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E Rush Creek Reserve Page 13 of 26 Product Elevations – Single Family DEARBORN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 14 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 15 of 26 Product Elevations – Single Family SOPHIA E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 16 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 17 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 18 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 19 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 20 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E Rush Creek Reserve Page 21 of 26 Product Elevations – Single Family WILSON E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 22 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 23 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 24 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 25 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 26 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E The Bloomington Basement Square Feet: 1,750 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 The Canton Basement Square Feet: 1,976 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 The Dearborn Basement Square Feet: 2,147 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 Rush Creek Reserve Exhibit C EXHIBIT C F RO N T FA Ç A D E M AT E R I A L CA LCU L AT I O N S M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneHans Hagen Villa Collection: SlabAspen A Stone28.2' 233.7 43.518.6%0.0 0.0% 0.0 0.0% 63.4 27.1% 70.8 30.3% 56.0 24.0%Aspen B Stone28.2' 210.2 37.4 17.8% 0.0 0.0% 0.0 0.0% 137.7 65.5% 0.0 0.0% 35.1 16.7%Aspen C Stone27.2' 312.8 84.4 27.0% 0.0 0.0% 0.0 0.0% 81.8 26.2% 76.0 24.3% 70.6 22.6%Cedarwood B Stone24.0' 149.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 32.8 21.9% 0.0 0.0% 116.7 78.1%Cedarwood C Stone24.0' 275.5 0.0 0.0% 2.5 0.9% 0.0 0.0% 115.1 41.8% 41.2 15.0% 116.7 42.4%Cedarwood D Stone24.0' 108.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 56.7 52.5% 0.0 0.0% 51.4 47.5%Cedarwood II A Stone24.1' 228.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 111.8 49.0% 0.0 0.0% 116.4 51.0%Cedarwood II B Stone24.1' 174.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 57.3 32.9% 0.0 0.0% 116.8 67.1%Cedarwood II C Stone24.1' 316.5 0.0 0.0% 5.7 1.8% 0.0 0.0% 139.6 44.1% 54.4 17.2% 116.8 36.9%Cedarwood II D Stone24.1' 325.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 269.082.7%0.0 0.0% 56.2 17.3%Willow A Stone25.7' 349.0 91.3 26.2%20.4 5.8% 0.0 0.0% 0.0 0.0% 172.3 49.4% 65.0 18.6%Willow C Stone25.1' 286.0 80.0 28.0% 0.0 0.0% 0.0 0.0% 145.2 50.8% 0.0 0.0% 60.8 21.3%Willow D Stone26.6' 169.4 72.9 43.0% 0.0 0.0% 0.0 0.0% 63.2 37.3% 8.2 4.8% 25.1 14.8%Willow E Stone24.4' 212.4 83.7 39.4% 0.0 0.0% 0.0 0.0% 87.1 41.0% 10.3 4.8% 31.3 14.7%Linden A Stone25.2' 224.0 0.0 0.0% 0.0 0.0% 0.0 0.0% 98.4 43.9% 0.0 0.0% 125.6 56.1%Linden B Stone26.5' 269.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 181.7 67.5% 5.1 1.9% 82.4 30.6%Linden C Stone24.8' 211.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 61.7 29.2% 51.8 24.5% 98.0 46.3%Linden D Stone25.8' 239.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 74.2 31.0% 88.0 36.7% 77.5 32.3%Magnolia A Stone28.9' 269.2 200.8 74.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 28.3 10.5% 40.1 14.9%Magnolia B Stone28.9' 265.6 221.283.3%0.0 0.0% 0.0 0.0% 0.0 0.0% 9.4 3.5% 35.0 13.2%Magnolia C 28.9' 233.1 43.0 18.4%3.7 1.6% 0.0 0.0% 0.0 0.0% 186.480.0%0.0 0.0%Magnolia D Stone29.2' 343.2 244.1 71.1%0.0 0.0% 0.0 0.0% 69.0 20.1% 0.0 0.0% 30.1 8.8%Elmwood IV A24.4' 295.9 0.0 0.0% 2.5 0.8% 0.0 0.0% 54.5 18.4% 121.2 41.0% 117.7 39.8%Elmwood IV C24.4' 262.9 48.8 18.6% 0.0 0.0% 0.0 0.0% 114.4 43.5% 2.5 1.0% 97.2 37.0%Elmwood IV E24.1' 243.9 0.0 0.0% 0.0 0.0% 0.0 0.0% 169.9 69.7% 0.0 0.0% 74.0 30.3%Elmwood IV F24.4' 181.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 126.5 69.6% 0.0 0.0% 55.3 30.4% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneHans Hagen Villa Collection: BasementGraystone B Stone25.6' 178.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.9 57.2% 0.0 0.0% 76.3 42.8%Graystone C Stone25.8' 304.6 0.0 0.0% 2.5 0.8% 0.0 0.0% 183.0 60.1% 42.7 14.0% 76.4 25.1%Graystone D Stone25.8' 191.6 0.0 0.0% 0.0 0.0% 0.0 0.0% 112.1 58.5% 1.2 0.6% 78.3 40.9%Graystone E Stone25.8' 171.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 65.5 38.2% 23.7 13.8% 82.3 48.0%Graystone F Stone25.7' 206.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 133.6 64.8% 0.0 0.0% 72.6 35.2%Hillcrest B Stone25.8' 195.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 121.3 62.1% 0.0 0.0% 74.1 37.9%Hillcrest C Stone25.8' 334.5 0.0 0.0% 2.5 0.7% 0.0 0.0% 201.7 60.3% 56.2 16.8% 74.1 22.2%Hillcrest D Stone25.8' 221.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 148.2 66.9% 0.0 0.0% 73.3 33.1%Hillcrest E Stone25.7' 192.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 87.0 45.2% 23.6 12.3% 81.7 42.5%Hillcrest F Stone25.8' 234.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 164.4 70.0% 0.0 0.0% 70.4 30.0%Sycamore A Stone26.9' 398.1 122.6 30.8% 20.4 5.1% 0.0 0.0% 0.0 0.0% 192.0 48.2% 63.1 15.9%Sycamore C Stone26.3' 319.6 104.9 32.8% 0.0 0.0% 0.0 0.0% 145.8 45.6% 0.0 0.0% 68.9 21.6%Sycamore D Stone27.8' 186.3 90.0 48.3% 0.0 0.0% 0.0 0.0% 63.3 34.0% 8.2 4.4% 24.8 13.3%Sycamore E Stone25.2' 225.1 94.8 42.1% 0.0 0.0% 0.0 0.0% 87.0 38.6% 10.3 4.6% 33.0 14.7%Kaiden A Stone25.9' 364.2 189.3 52.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 81.3 22.3% 93.6 25.7%Kaiden B Stone25.9' 442.6 58.9 13.3% 0.0 0.0% 0.0 0.0% 217.4 49.1% 84.4 19.1% 81.9 18.5%Kaiden C Stone28.3' 449.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 269.8 60.0% 60.0 13.4% 119.6 26.6%Newport A Stone26.1' 350.5 0.0 0.0% 2.4 0.7% 0.0 0.0% 53.5 15.3% 117.2 33.4% 177.4 50.6%Newport B Stone26.1' 314.2 122.9 39.1% 0.0 0.0% 0.0 0.0% 113.5 36.1% 2.4 0.8% 75.4 24.0%Newport C Stone26.1' 297.8 7.8 2.6% 0.0 0.0% 0.0 0.0% 111.1 37.3% 0.0 0.0% 178.9 60.1%Newport D Stone26.1' 232.6 0.0 0.0% 0.0 0.0% 0.0 0.0% 155.8 67.0% 0.0 0.0% 76.8 33.0%Newport E Stone26.1' 259.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 180.6 69.5% 0.0 0.0% 79.2 30.5%Langford B Stone24.8' 210.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 88.9 42.3% 82.2 39.1% 39.2 18.6%Langford C Stone24.0' 270.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 131.8 48.7% 98.7 36.5% 40.0 14.8%Langford D Stone29.2' 266.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 72.1 27.0% 97.8 36.7% 96.9 36.3% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneTownhomes - Lakeside CollectionNokomis - 3 unit34.0' 351.8 166.0 47.2% 0.0 0.0% 0.0 0.0% 126.3 35.9% 0.0 0.0% 59.5 16.9%Minnehaha - 3 unit30.6' 282.6 201.7 71.4% 0.0 0.0% 0.0 0.0% 66.4 23.5% 0.0 0.0% 14.5 5.1%Hiawatha - 3 unit30.6' 315.3 173.2 54.9% 0.0 0.0% 0.0 0.0% 123.7 39.2% 0.0 0.0% 18.4 5.8%Nokomis - 4 unit34.2' 353.4 166.2 47.0% 0.0 0.0% 0.0 0.0% 127.2 36.0% 0.0 0.0% 60.0 17.0%Minnehaha - 4 unit31.9' 283.7 202.0 71.2% 0.0 0.0% 0.0 0.0% 65.8 23.2% 0.0 0.0% 15.9 5.6%Vermillion - 4 unit34.1' 218.9 148.1 67.7% 0.0 0.0% 0.0 0.0% 54.2 24.8% 0.0 0.0% 16.6 7.6%Hiawatha - 4 unit34.5' 375.4 179.6 47.8% 0.0 0.0% 0.0 0.0% 176.8 47.1% 0.0 0.0% 19.0 5.1%3-Unit (Nokomis, Minnehaha, Hiawatha) 34.5' 949.7 540.9 57.0% 0.0 0.0% 0.0 0.0% 316.4 33.3% 0.0 0.0% 92.4 9.7%4-Unit (Nokomis, Minnehaha, Vermillion, Hiawatha) 34.5' 1231.4 695.9 56.5% 0.0 0.0% 0.0 0.0% 424.0 34.4% 0.0 0.0% 111.5 9.1% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneTwinhomesUnit A1 25' 161.0 105.0 65.2% 0.0 0.0% 0.0 0.0% 46.0 28.6% 0.0 0.0% 10.0 6.2%Unit A225' 194.0 153.0 78.9% 0.0 0.0% 0.0 0.0% 31.0 16.0% 0.0 0.0% 10.0 5.2%Unit B125' 148.0 75.0 50.7% 0.0 0.0% 0.0 0.0% 67.0 45.3% 0.0 0.0% 6.0 4.1%Unit B226' 201.0 82.0 40.8% 0.0 0.0% 0.0 0.0% 113.0 56.2% 0.0 0.0% 6.0 3.0%Unit C127' 169.0 113.0 66.9% 0.0 0.0% 0.0 0.0% 39.0 23.1% 0.0 0.0% 17.0 10.1%Unit C2 27' 193.0 149.0 77.2% 0.0 0.0% 0.0 0.0% 27.0 14.0% 0.0 0.0% 17.0 8.8%Twin A1/A225' 355.0 258.0 72.7% 0.0 0.0% 0.0 0.0% 77.0 21.7% 0.0 0.0% 20.0 5.6%Twin A1/B125' 309.0 180.0 58.3% 0.0 0.0% 0.0 0.0% 113.0 36.6% 0.0 0.0% 16.0 5.2%Twin A1/C127' 330.0 218.0 66.1% 0.0 0.0% 0.0 0.0% 85.0 25.8% 0.0 0.0% 27.0 8.2%Twin B1/B226' 349.0 157.0 45.0% 0.0 0.0% 0.0 0.0% 180.0 51.6% 0.0 0.0% 12.0 3.4%Twin B2/C127' 370.0 195.0 52.7% 0.0 0.0% 0.0 0.0% 152.0 41.1% 0.0 0.0% 23.0 6.2%Twin C2/C127' 362.0 262.0 72.4% 0.0 0.0% 0.0 0.0% 66.0 18.2% 0.0 0.0% 34.0 9.4% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneSingle FamilyBloomington B27.0' 278.1 176.9 63.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.2 36.4% 0.0 0.0%Bloomington C27.0' 405.9 200.0 49.3% 0.0 0.0% 0.0 0.0% 205.9 50.7% 0.0 0.0% 0.0 0.0%Bloomington A Stone27.0' 484.5 346.4 71.5% 0.0 0.0% 0.0 0.0% 107.1 22.1% 0.0 0.0% 31.0 6.4%Canton A Stone26.7' 405.7 318.278.4%0.0 0.0% 0.0 0.0% 55.4 13.7% 0.0 0.0% 32.1 7.9%Canton B Stone28.8' 411.6 190.8 46.4%0.0 0.0% 0.0 0.0% 0.0 0.0% 188.7 45.8% 32.1 7.8%Canton C Stone28.9' 307.0 262.085.3%0.0 0.0% 0.0 0.0% 12.9 4.2% 0.0 0.0% 32.1 10.5%Carter A28.0' 291.0 197.0 67.7%0.0 0.0% 0.0 0.0% 0.0 0.0% 94.0 32.3% 0.0 0.0%Carter B30.6' 287.6 186.3 64.8% 0.0 0.0% 0.0 0.0% 101.3 35.2% 0.0 0.0% 0.0 0.0%Carter C28.1' 243.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 243.3100.0%0.0 0.0%Carter D31.0' 270.0 217.780.6%25.0 9.3%0.0 0.0% 0.0 0.0% 27.3 10.1% 0.0 0.0%Carter E36.1'388.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 128.2 33.0% 260.3 67.0% 0.0 0.0%Carter F32.6' 321.0 112.6 35.1%12.2 3.8% 101.4 31.6% 0.0 0.0% 94.8 29.5% 0.0 0.0%Henry A29.3' 333.3 226.6 68.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 106.7 32.0% 0.0 0.0%Henry B30.8' 333.9 214.9 64.4% 0.0 0.0% 0.0 0.0% 119.0 35.6% 0.0 0.0% 0.0 0.0%Henry C29.5' 278.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 278.2100.0%0.0 0.0%Henry D32.5' 293.7 245.283.5%25.4 8.6%0.0 0.0% 0.0 0.0% 23.1 7.9% 0.0 0.0%Henry E36.1'431.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 124.2 28.8% 307.0 71.2% 0.0 0.0%Henry F32.6' 374.9 266.5 71.1%12.5 3.3% 0.0 0.0% 0.0 0.0% 95.9 25.6% 0.0 0.0%Dearborn A Stone28.6' 421.5 257.0 61.0% 0.0 0.0% 0.0 0.0% 132.3 31.4% 0.0 0.0% 32.2 7.6%Dearborn B Stone28.3' 222.7 184.782.9%5.8 2.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 32.2 14.5%Dearborn C Stone28.3' 325.2 80.6 24.8%0.0 0.0% 0.0 0.0% 212.4 65.3% 0.0 0.0% 32.2 9.9%Dearborn D Stone32.4' 447.5 108.8 24.3% 0.0 0.0% 0.0 0.0% 0.0 0.0% 306.5 68.5% 32.2 7.2%Sophia AS29.2' 314.7 196.2 62.3% 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.0 32.1% 17.5 5.6%Sophia BS30.9' 321.7 193.4 60.1% 0.0 0.0% 0.0 0.0% 110.7 34.4% 0.0 0.0% 17.6 5.5%Sophia CS29.4' 267.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 250.293.5%17.5 6.5%Sophia DS32.5' 293.6 204.3 69.6%25.0 8.5% 0.0 0.0% 0.0 0.0% 38.1 13.0% 26.2 8.9%Sophia ES36.1'414.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 113.1 27.3% 274.8 66.4% 26.2 6.3%Sophia FS32.6' 351.2 226.2 64.4%12.3 3.5% 0.0 0.0% 0.0 0.0% 95.1 27.1% 17.6 5.0%Wilson A23.9' 391.0 219.2 56.1% 0.0 0.0% 0.0 0.0% 0.0 0.0% 171.8 43.9% 0.0 0.0%Wilson A Stone23.9' 394.7 206.8 52.4% 0.0 0.0% 0.0 0.0% 0.0 0.0% 171.8 43.5% 16.1 4.1%Wilson B 33.1' 406.6 214.6 52.8% 0.0 0.0% 0.0 0.0% 192.0 47.2% 0.0 0.0% 0.0 0.0%Wilson B Stone33.1' 410.4 202.3 49.3% 0.0 0.0% 0.0 0.0% 192.0 46.8% 0.0 0.0% 16.1 3.9%Wilson C29.3' 298.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 298.4100.0%0.0 0.0%Wilson C Stone29.3' 302.3 0.00.0%0.0 0.0% 0.0 0.0% 0.0 0.0% 286.194.6%16.2 5.4%Wilson D32.3' 287.7 176.5 61.3%13.4 4.7% 0.0 0.0% 0.0 0.0% 97.8 34.0% 0.0 0.0%Wilson D Stone32.3' 296.0 160.4 54.2% 13.4 4.5% 0.0 0.0% 0.0 0.0% 97.8 33.0% 24.4 8.2%Wilson E36.7'462.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 166.9 36.1% 295.3 63.9% 0.0 0.0%Wilson E Stone36.7'469.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 150.0 31.9% 295.3 62.9% 24.4 5.2%Wilson F35.6'467.8 286.7 61.3% 12.2 2.6% 0.0 0.0% 0.0 0.0% 168.9 36.1% 0.0 0.0%Wilson F Stone35.6'463.1 278.6 60.2% 12.2 2.6% 0.0 0.0% 0.0 0.0% 156.1 33.7% 16.2 3.5% CLVTCLVT SCONTROL CLVT >> N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PRE-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE1 Pre-Development Density Calculations No. of housing Units 0 Gross area 103.0 acres Area of Public Streets 0.0 acres Area of Wetlands 9.3 acres Area of wetland buffer 6.8 acres Area Below 100-year HWL 0.0 acres Area of Floodplain 2.5 acres Total Net Area 84.4 acres Post-Development Density 0.0 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND WETLAND BUFFER CLVTCLVT SCONTROL CLVT >> ROADA ROAD B R O A D A ROADAR O A D A R O A D B R O A D B R O A D D R O A D C ROA D D ROAD DROADDR O A D E ROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R OA D 1 0 N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com POST-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE2 Post-Development Density Calculations No. of housing Units 257 Gross area 103.0 acres Area of Public Streets 12.4 acres Area of Wetlands 8.3 acres Area of wetland buffer 6.1 acres Area Below 100-year HWL 5.5 acres Area of Floodplain 2.5 acres Total Net Area 68.2 acres Post-Development Density 3.8 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND RIGHT OF WAY 100-YEAR FLOOD ZONE WETLAND BUFFER IMPACTED WETLAND CLVTCLVT SCONTROL CLVT >> ROADA ROAD B R O A D A ROADAR O A D A R O A D B R O A D B R O A D D R O A D C ROA D D ROAD DROADDR O A D E ROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R OA D 1 0 N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:16pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com MET COUNCIL POST-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE3 Met Council Post-Development Density Calculations No. of housing Units 257 Gross area 103.0 acres Area of Arterial Road ROW 0.0 acres Area of Wetlands 8.3 acres Area of wetland buffer 6.1 acres Total Net Area 88.6 acres Post-Development Density 2.9 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND WETLAND BUFFER IMPACTED WETLAND 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: 10/19/2020 - 11:46amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G001.dwgXrefs:, 193804970BRD, 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT10/19/20RESUBMIT G0.01 TITLE SHEET ---- PROFESSIONAL ENGINEERMINNESOTA.DAVID AHRENS8/18/202021711VICINITY MAP STANTEC PROJECT NO. 193804970 THIS PLAN SET CONTAINS 68 SHEETS M/I HOMES RUSH CREEK RESERVE CORCORAN, MN INDEX OF SHEETS SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND AND ABBREVIATIONS G1.01 - G1.06 EXISTING CONDITION 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 - G2.08 TREE INVENTORY C2.01 - C2.05 EROSION CONTROL PLAN AUGUST 2020 C1.01 - C1.05 SITE PLAN SUBDIVIDER: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 LANDSCAPE OVERALL LANDSCAPE PLAN SURVEY V4.01 - V4.05 SURVEY L1.00 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 V1.01 PRELIMINARY PLAT SITE PLAN C5.00 OVERALL STORM SEWER PLAN C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN C3.00 OVERALL GRADING PLAN PHOTOMETRIC DETAILSE1.06 V4.00 OVERALL SURVEY LANDSCAPE PLANL1.01 - L1.05 C1.00 OVERALL SITE AND PEDESTRIAN CIRCULATION PLAN G2.00 OVERALL TREE INVENTORY LANDSCAPE DETAILSL1.06 - L1.07 OVERALL IRRIGATION PLANL2.00 GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>>> >>>>>>>> l l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l FUTURE UTILITY LINES >>>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION℄CENTER LINE CL. CLASS DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND WETLAND BUFFER FLOODPLAIN SHORELAND OVERLAY BOUNDARY WETLAND SETBACK CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TESTPIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 11:47amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G002.dwgXrefs:, 193804970BRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G0.02 LEGEND AND ABBREVIATIONS ---- PROFESSIONAL ENGINEERMINNESOTA. 960 964M E E E E E E C E E CC C 32361 969.72BL PDTECCCC 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE 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 OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 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 170.96S43°04'01"W336.38N89°26'36"W 99.05 N C S A H 1 0 CSAH 50 G1.01 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PROEJCT DEVELOPMENT AREA = 103.0 ACRES SEE SHEET G1.03SEE SHEET G1.02 MAP KEY 980970970970960 9 5 6968960950950 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 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 N C S A H 1 0 G1.02 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05 SEE SHEET G1.03SEE SHEET G1.01 MAP KEY 9809709709609 5 0 942960970976 950 CLVT>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M WETLAND 3 WETLAND 4 WETLAND 4 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 S43°04'01"W336.38N89°26'36"W 99.05 N G1.03 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT WETLAND (TYP)SEE SHEET G1.02SEE SHEET G1.01 SEE SHEET G1.06 MAP KEY WETLAND BUFFER 960950 95 0 950 9 5 0 944M 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 ACOHP OHP OHP OHP OHP XXX X XXXXXXXXXXXX X X X X X X X MAIL E E E CLVT CLVT CLVT CLVT E E 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 P 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 N G1.04 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY WETLAND (TYP)SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) 960950 950 960 950 960950 95 0 944E 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 X X X X X X X X 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 7 WETLAND 5 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 N G1.05 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 4:24pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT 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) 950 950 960 950 958942 CLVT CLVT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC CLVT SCONTROL 4 7 12 PROPANE TANK SS WETLAND 4 WETLAND 4 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"E1844.37N G1.06 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET 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: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE 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, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) SEE SHEET G1.03SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP M A I L M A I L PROPANE TANK SS ROCK FLAG WELL H>>>>>>>>>>>>>>>>>>>>XXXX X MAIL PROPANE TANK SSX lllllll>>>>> > > WETLAND10 WETLAND 9 WETLAND6 WETLAND8 WETLAND7 WETLAND5 WETLAND4 WETLAND3 WETLAND2 WETLAND1 WETLAND4 WETLAND4 WETLAND4 WETLAND11 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 1508 1514 1965 1967 3156 3208 3218 3340 3845 3860 3924 3937 3973 3998 4175 4187 4710 4931 5119 5257 5884 6475 6606 6609 6885 6901 6902 6955 7380 7533 7698 3501 3502 3541 3542 3564 3615 3619 3620 3621 3623 3626 3627 3628 3803 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 3837 3838 3839 3840 3841 3842 38433844 3846 3847 3848 3849 3850 3851 3852 3853 38543855 38563857 3858 3859 3861 3862 38633864 3865 3866 38673868 38693870 3871 38723873 38743875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 38863887 3888 3889 3890 3891 3892 38933894 3895 3896 3897 3898 3899 3900 3901 3902 3903 3904 3905 390639073908 3909391039113912 3913 3914 3915 3916 3917 39183919 3920 3921 3922 3923 39253926 3927 3928 3929 3930 3931 3932 3933 393439353936 39383939 3940 3941 3942 3943 3944 3945 3946 3947 3948 3949 3950 3951 39523953 3954 3955 39563957 3958 3959 3960 3961 3962 3963 3964 3965 3966 39673968 3969 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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 80638064 8065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 80888089 8090 8091 8092 7988 8056 8072 7760 7761 77627763 7764 7765 7766 WALN U T L A N E XYLOID 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 N UE 79TH P L A C E 79TH PL A C E 79T H A V E N U E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACE80TH 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 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: 10/19/2020 - 12:39pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.00 OVERALL TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 150 300 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. 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 12 11 10 8 9 756 6 2 3 OUTLOT G 5 4 4 5 7 1405 1406 1407 1411 1412 1413 1414 1415 1416 1417 1418 1419 142014211422 1423 1424 1425 1426 1427 1428 1429 1430 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1450 1451 1452 1453 1454 1455 1456 14571458 1460 1461 14621463 14641465 1466 1467 1468 1469 1470 1471 1472 1473 1475 1476 1477 1478 1479 1480 1481 1526 1530 1533 1534 1555 1559 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: 10/19/2020 - 12:43pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.01 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. SEE SHEET G2.02 PHASE 3 PHASE 3 PHASE 3 MAP KEY 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. WETLAND 3 14 12 10 11 13 8 9 1508 1514 3340 14821483 1484 1485 14861487 1488 1489 1490 14911492 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 1509 1510 1511 1512 1513 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 15311532 153515361537 1538 1539 15401541 1542 1543 1544 1545 1547 1552 15531554 1578 1579 1580 1581 1586 1587 1588 15891590 1642 1646 1662 1663 1664 1665 1666 1667 1668 1669 1670 1671 1672 1726 1727 1729 1731 1732 1733 1734 1748 1749 1750 1751 1752 1753 1755 1757 1758 1759 1760 1761 1762 1763 1764 1765 1766 1767 1768 1769 1770 1771 1772 1773 1774 1775 1776 1779 1846 1857 1858 1859 1860 2728 2729 2730 2731 2732 2733 2734 2735 2736 2737 2739 2740 2741 2742 2743 2744 2745 2746 2747 2748 2749 2750 2751 2752 2753 2754 2755 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765 2766 2767 2768 2769 2770 2771 2772 2773 2774 2775 2776 2777 2778 2779 2780 2781 2782 2783 2784 2785 2786 2787 2788 2789 2790 2791 27922793 2794 2795 2796 2797 2798 2799 2800 2801 2802 2803 2804 2805 28062807 2809 2810 2811 2812 2814 2815 2816 2818 2820 2821 2822 28232824 2825 2826 2827 2828 2829 2830 2831 2832 2833 2834 2835 2836 2837 2838 2839 2840 2841 2842 2843 2844 2845 2846 2847 2848 2849 2850 2851 2852 2853 2854 2855 2856 2857 2858 2859 2860 2861 2862 2863 2864 2865 2866 2867 2868 2869 2870 2871 2872 2873 2874 2875 2876 2877 2878 2879 2880 2881 2882 2883 2884 2885 2886 2887 2888 2889 2890 2891 2892 2893 2894 2895 2896 2897 2898 28992900 2901 29022903 2904 2905 2956 2957 2959 2960 2961 2962 2964 2965 2977 2978 2979 2980 2981 2982 2983 2984 2985 2986 29872988 2989 2990 2991 2992 2993 2994 2995 2996 2997 2998 2999 3000 3001 3002 3003 3004 3005 3006 3007 3008 3009 3010 3011 3012 3013 3014 3015 3016 3017 3018 3019 3020 3021 3022 3023 3024 3025 3026 3027 30283029 3030 3064 3065 3071 3072 3073 3076 3077 3078 3079 3080 3249 3251 3252 32533254 3255 3256 3257 3258 3259 32603261 3262 3263 3264 3265 3269 3271 3276 3277 3278 3279 3280 3322 3323 3324 3326 3327 3328 3329 3330 3331 333233333334 3335 3336 3337 3338 33393341 3342 3344 3345 3351 3352 3353 3354 3355 3356 3357 3358 3359 3360 3361 3362 3363 1793 1832 1841 2937 2976 3042 3299 3319 3681 2723 2724 2725 2726 2727 2738 2808 2813 2817 2819 2906 2907 2908 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 3031 3032 3033 3034 3035 3036 3037 3038303930403041 30433044 3045 3046 3047 3048 3049 3050 3051 3052 3053 30663068 3070 3074 3075 3081 3246 32473248 3266 3267 3268 3270 32723273 3274 3275 3281 3282 3283 3284 3285 3286 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3298 3300 3301 3302 33033304 3305 3306 3307 3308 3309 3310 33113312 3313 3314 3315 3316 3317 3318 3320 3321 3343 3346 3347 3348 3349 3350 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 1572 1573 1574 1575 1577 1585 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 1723 1724 1725 1728 1730 17351736 1737 1738 1739 1740 1741 1742 1743 1744 1745 1746 1747 1754 1756 17771778 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 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 1847 1848 18491850 1851 18521853 1854 1855 1856 79TH 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:44pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.02 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.03 SEE SHEET G2.01 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 17 18 19 2 3 4 5 15 14 16 6 7 OUTLOT H OUTLOT J OUTLOT F 3156 3208 3218 3845 3924 3937 3973 3998 3501 3502 3541 3542 3564 3615 3619 3620 3621 3623 3626 3627 3628 3843 3846 3847 3848 3849 3850 3865 3866 38673868 38693870 3871 3872 3873 3874 3875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 3886 3887 3888 3889 3890 3891 3892 3893 3894 3895 3896 3897 3898 3899 3900 3901 3902 3903 3904 3905 390639073908 3909 3910 3911 3912 3913 3914 3915 3916 3917 3918 3919 3920 3921 3922 3923 3925 3926 3927 3928 3929 3930 3931 3932 3933 393439353936 3938 3939 3940 3941 3942 3943 3944 3945 3947 3948 3949 3950 3951 3952 3953 3954 3955 39563957 3958 3959 3960 3961 3962 3963 3964 3965 3966 39673968 3969 3970 3971 3972 3974 39753976 3977 3978 3979 3980 3981 3982 3983 3984 3985 3986 3987 3988 3989 3990 3991 39923993 3994 3995 3996 3997 3999 4000 4001 4002 4003 4004 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36103611 3612 3613 3614 3616 3617 36183622 36243625 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3644 3645 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 4063 4064 4065 4066 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 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:36pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.03 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.04 SEE SHEET G2.02 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 21 20 23 22 2 1 3845 3860 4175 4187 3803 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 3837 3838 3839 3840 3841 3842 38433844 3846 3847 3848 3849 3850 3851 3852 3853 38543855 38563857 3858 3859 3861 3862 38633864 38723874 3875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 3886 3887 3888 3889 3946 4042 4043 4044 4045 4046 40474048 4049 4050 4051 4052 40534054 4055 4056 4061 4081 4082 4108 4112 4113 4114 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4137 4138 4139 4140 4141 4142 4143 4144 4145 4146 4147 4148 4149 4150 4151 4152 4153 4154 4155 4156 4157 4158 4159 4160 4161 4162 4163 4164 4165 4166 4167 4168 4169 4170 4171 4172 4173 4174 4176 4177 4178 4179 4180 4181 4182 41834184 4185 4186 4188 4189 4190 4191 4192 4193 4194 4195 4196 4197 4198 4199 4200 4201 4202 4203 420442054206 4207 4208 4209 4210 4211 4212 4213421442154216 4217 4218 42194220 4221 4222 4223 4224 4225 4226 4227 42284229 4230 4231 4232 4233 4234 4237 4238 4239 4240 4241 4242 42434244 4245 4246 4247 4248 4249 42504251 4252 4253 4254 4255 4256 4257 4258 4259 4260 4261 4262 4263 4264 4265 4266 4267 4268 4269 4270 4271 4272 4273 4274 4275 4276 4277 4278 4279 4280 4281 4282 4283 4284 4285 4286 4287 4288 4289 4290 4291 4292 4293 4295 4296 4297 4298 4299 4310 4311 4312 4313 4314 4315 4316 4317 4318 4319 4320 4321 4322 4323 4324 43254326 4327 4328 4329 4330 4331 4332 4333 4334 4335 4336 4337433843394340 4341 4342 4343 4344 4345 4346 4347 4348 4349 4350 4351 4352 4353 4354 4361 4536 45374538 4539 4540 4541 4542 4543 4544 4545 4595 4596 4600 4601 4602 4606 4607 4608 4609 4613 4660 4661 4662 4663 4664 4665 4666 4667 4668 4669 4670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4681 1869 1870 1871 2414 2415 2416 2417 2419 24202421 2422 2423 2424 2425 24262427 2428 2429 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2440 2441 2442 2443 2446 2447 2448 2449 2450 2451 2452 2453 2454 2455 2456 2457 2458 2459 2460 2461 2462 2463 2464 2465 2466 2467 2468 2469 2470 2471 2472 2473 2474 2475 2476 2477 2478 2479 2480 2481 2483 2484 2485 2486 2487 2488 24892490 2491 24922493 2494 2495 2496 2497 2498 2499 2500 2501 2502 2503 2504 2505 25062507 2508 2509 2510 2511 2512 2513 2514 25152516 2517 2518 2519 2520 2521 2522 2523 2524 2525 2526 2527 2528 2529 2530 2531 2532 2533 2534 2535 2536 2537 2538 2539 2540 2541 2542 2543 2544 2545 25462547 2548 2549 2550 2551 2552 25532554 2555 2556 2557 2558 2559 2560 2561 2562 2563 2564 25652566 2567 2568 25692570 2571 2572 2573 2574 2575 2576 2577 2578 2579 2580 2581 2582 2583 2584 2585 2586 2587 2588 2589 2590 2591 2592 2593 2594 2595 2596 2597 2598 2599 2600 2601 2602 2603 2604 2605 2606 2607 26082609 2610 2611 2612 2613 2614 2615 2616 2617 2618 2619 26202621 2622 2623 2624 2625 2626 2627 2628 2629 2630 2631 2632 2633 2634 2635 2636 2637 2638 2639 2640 2641 2642 2643 2644 2645 2646 2647 2648 2649 2650 2651 2652 2654 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 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 3822 3823 3824 3825 4068 4069 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 4103 41044105 4106 4107 41094110 4111 4235 4236 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 4588 4589 4590 4591 4592 4593 45944597 4598 4599 4603 4604 4605 4610 4611 4612 4614 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 4658 46594682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4708 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: 10/19/2020 - 12:44pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.04 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.04 SEE SHEET G2.03 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 10 12 11 1965 1967 4710 4289 4290 4291 4293 4295 4296 4297 4298 4299 4300 4304 4305 4306 4307 4308 4309 4310 43114336 4337433843394340 4354 4361 4365 4366 4367 4368 4369 4370 4709 4711 4712 4713 4714 4715 4716 4717 4718 4719 4720 4721 4722 4723 4724 4725 4726 4727 4728 4729 4730 4731 4732 4733 4734 4735 47364737 4738 4739 4740 4741 4742 4743 4744 4745 4746 4747 4748 4749 4750 4751 4752 4753 4754 4755 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 47674768 4769 4770 47714772 4773 4774 4778 4779 4780 4781 4782 4783 4784 4865 4866 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1881 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 1922 1923 1924 1925 1926 1927 1928 1929 1930 1931 1932 1933 1934 1935 1936 1937 1938 1939 1940 1941 1942 1943 1944 1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 1966 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 2001 2002 2003 2008 2010 2011 2012 2013 20142015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2028 2033 2046 2047 2048 2049 2050 2056 2057 2091 2092 2097 2136 2137 2138 2170 2171 2181 2182 2187 2192 2207 2208 2209 23192320 23232325 2326 2327 2328 2329 2330 2331 2340 2341 2344 23452346 2350 2362 2388 2389 2390 2391 2392 2394 2395 2397 2412 2414 2415 2416 2417 2418 2045 2074 21322133 2372 4440 44414442 2111 2112 2114 2115 2116 2117 2118 2119 2120 2121 2122 2123 2124 2125 2126 2127 2128 2129 2130 2131 2134 2135 2139 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 2197 2198 2199 2200 2201 2202 2203 2204 2205 2206 2210 22112212 2213 2214 2215 2216 2217 2218 2219 222022212222 2223 2224 2225 2226 2227 2228 2229 2230 2231 2232 22332234 2235 2236 2237 2238 2239 2240 2241 2242 2243 2244 2245 2246 22472248 2249 2250 2251 2252 2253 2254 2255 2256 2257 2258 2259 2260 2262 2263 2264 2265 2266 2267 2268 2269 2270 2271 2272 2273 22742275 2276 2277 2278 2279 2280 2281 2282 2283 2284 2285 2286 2287 22882289 2290 2291 2292 2293 2294 2295 2296 2297 2298 2299 2300 2301 2302 2303 2304 2305 2306 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2333 2334 2335 2336 2337 2338 2339 2342 2343 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 1978 1979 1980 1981 1982 1983 1984 1986 1987 1988 1989 1990 1991 1992 1993 1994 19951996 1997 1998 1999 2000 2004 2005 20062007 2009 2026 2027 2029 2030 2031 2032 2034 2035 2036 2037 2038 2039 2040 2041 20422043 2044 2051 2052 2053 2054 2055 2058 2059 2060 2061 2062 2063 2064 2065 2066 2067 2068 2069 2070 2071 2072 2073 2075 20762077 2078 2079 2080 2081 2082 2083 2084 2085 2086 2087 2088 2089 2090 2093 2094 2095 2096 2098 2099 2100 2101 2102 2103 2104 2105 2106 2107 21082109 2110 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: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.05 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.06SEE SHEET G2.04 PHASE 2 PHASE 2 PHASE 3 PHASE 3 MAP KEY WETLAND 11 3 4 5 6 7 8 9 9 10 11 8 7 6 7 4931 5119 5257 5884 4737 4738 4739 4740 4741 4742 4743 4744 4745 4746 4747 4748 4749 4750 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 47674768 4769 4770 47714772 4773 4774 4775 4776 4777 4778 4779 4780 4781 4782 4783 47844785 4786 4787 4788 4789 4790 4791 4792 4793 4794 4795 47964797 47984799 4800 4801 4802 4803 48044805 4806 4807 4808 4809 4810 4811 4812 48134814 48164817 4818 4819 4820 4821 4822 4823 4824 48254826 4827 4828 4829 4830 4831 4832 4833 4834 4835 4836 4837 4839 4840 4841 4843 4846 4847 4849 4854 4861 4863 4864 4865 4866 4867 4868 4869 4870 4871 4872 4873 4874 4875 4876 4877 4878 4879 4880 4881 4882 4883 4884 4885 4886 4887 4888 4889 4890 4891 4892 4893 4894 4895 4896 4897 4898 4899 4900 4901 4902 4903 4904 4905 4906 4907 49084909 4910 4911 4912 4913 4914 4915 4916 4917 4918 4919 49204921 4922 4923 4924 4925 4926 4927 4928 4929 4930 493249334934 4935 49364937 4938 4939 4940 4941 4942 4943 4944 4945 4946 4947 4948 4949 4950 4951 5060 5062 5073 5074 5076 50775078 5079 50805081 5082 5083 5084 5086 5087 5088 5090 5095 5097 5098 5099 5100 5101 5102 5103 5104 5105 5106 5107 5108 5109 5110 5111 5112 5113 5114 5115 5116 5117 5118 5120 5121 5124 51255129 5131 5132 5133 5134 5135 5136 5137 5138 5139 5140 5141 5142 5143 5144 5145 5146 5147 5148 5150 5151 5152 5153 5154 5155 51565159 5165 5166 5167 5168 5169 5170 5171 51725173 5174 5175 5176 5177 5178 5179 5180 5181 5182 51835184 5185 5186 5187 5188 5189 5190 5191 5192 5193 5194 5195 5196 5197 5198 5199 5200 5201 5202 5203 5204 52055206 5207 5208 5209 5210 5211 5212 5213 5214 5215 5216 5217 5218 5219 5220 5221 5222 5223 5224 5225 5226 5227 5228 5229 5230 5231 52325233 5234 5235 5236 5237 5238 5239 5240 5241 5242 5243 5245 5247 5248 5249 5250 5251 5252 5253 5254 5255 5256 5258 5259 5260 5261 5262 5263 5265 5268 5720 5721 5722 5723 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 5827 5828 5829 5830 5831 5832 5833 5834 5835 5836 5837 5838 5839 5840 5841 5842 58435844 5845 5846 5847 5848 5849 5850 5851 5852 5853 5854 5855 5856 5857 5858 5859 5860 5861 5862 5863 5864 5865 5866 5867 5868 5869 5870 5871 5872 5873 5874 5875 5876 5877 5878 5879 5880 5881 5882 5883 5885 5886 5887 5888 5889 5890 5891 5892 5893 5894 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 5075 5089 5091 5092 5093 5096 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 48484850 4851 4853 4856 4857 4859 4860 4862 4952 4953 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.06 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET G2.07SEE SHEET G2.05PHASE 3 PHASE 2 PHASE 3 PHASE 3 PHASE 3 PHASE 2 MAP KEY WETLAND 10 WETLAND 11 OUTLOT F 12 1110 9 OUTLOT G 5884 7380 7533 7698 5291 5292 5293 52945295 5296 5297 5298 5299 5300 5301 5302 5303 5304 5305 5306 5307 5308 5309 5310 5311 5312 5313 5314 5315 5316 5318 5319 5320 5321 5322 5323 5324 5326 5327 5328 5329 53305331 5333 53345335 5338 5421 5434 5435 5436 5503 5507 5595 5599 5607 5608 5609 5610 5611 5612 5618 5636 5697 5699 5700 5701 5702 5703 5704 5705 5706 5707 5708 5709 5710 5711 5712 5713 5714 5715 5719 5720 5721 5722 5723 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5769 5771 5858 5859 5860 5862 5863 5864 5865 5866 5867 5868 5869 5870 5871 5885 5886 5887 5888 5889 5890 5891 5892 5893 5894 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6460 6461 6463 6464 6465 6466 6467 6470 6471 6545 6551 6552 6553 6554 6555 6556 6557 6558 65796580 6581 6582 6583 6584 6585 6997 6998 6999 7000 7001 7002 7003 7004 7005 7006 70077008 7009 7010 7011 7012 7013 70147015 7016 7017 7018 7019 7020 7021 7022 7023 7024 7025 7026 7027 7028 7029 7030 7031 7032 7033 7034 7035 7036 7037 7038 7089 7090 71027103 7104 7105 7106 7108 7125 7128 7129 7130 7131 7132 7153 7154 7155 7156 7157 7158 71597160 7161 7162 7163 7164 7165 7166 7167 7168 7169 7170 71717172 7173 7184 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7352 7359 7360 7361 73627363 7364 7365 7366 7367 7368 7369 7370 7371 7372 7373 7374 7375 7376 737773787379 7381 7382 7383 7384 7385 738673877388 7389 7390 7391 7392 7393 7394 7395 7396 7397 7398 7399 7400 7401 74027403 7404 7405 74067407 7408 74097410 7411 7412 7413 7414 7415 7416 7417 7418 7419 7420 7421 7422 7423 7424 7425 7426 7427 7428 7429 7430 7431 7432 7433 7434 7435 7436 7437 7438 7439 7440 7441 7442 74437444 7445 7446 7447 7448 7449 7452 7453 7455 7456 7457 7458 7459 7460 7461 7462 7463 74647465 7466 7467 7468 7469 7470 7471 7473 7474 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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 5504 5505 5506 5508 5509 5510 5511 5512 5513 5514 5515 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 55325533 5534 5535 5536 5537 5538 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 5585 5586 5587 5588 5589 5590 5591 5592 5593 5594 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5616 5617 5619 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 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7677 7678 7679 7680 7681 7682 7683 7684 7685 7686 7687 7688 7692 7694 7695 7703 7704 7705 77067707 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7724 7725 7726 7727 77287730 7731 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.07 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.08SEE SHEET G2.06PHASE 3 PHASE 3 MAP KEY X X X X X X X X X X X X X X X X X X X X X WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 5 6 7 8 9 10 11 12 13 14 1 6475 6606 6609 6885 6955 6057 6059 6060 6061 6062 6064 6065 6066 6067 6068 6069 6074 607760786079 6080 6081 6082 6083 6084 6085 6086 6087 6088 6089 60906091 6092 6093 6094 6095 6096 6097 6098 6099 6100 6101 6102 6103 6104 6105 61066107 6108 610961106111 6112 6113 6114 6115 6116 6117 6118 6119 61206121 61226123 6124 6125 6126 6127 61286129 6130 6131 6132 6133 6134 6135 6136 6137 6138 6139 6140 6141 61426143 61446145 6146 6147 6148 6149 6150 6151 6152 6153 6154 6155 61566157 6158 6159 6160 6161 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 6181 6182 6183 6184 61856186 6187 6188 6189 6190 6191 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 6202 6203 6204 6205 6206 6207 6208 6209 6210 6211 6212 6213 6214 6215 6216 6217 6218 621962206221 6222 6223 6224 6225 6226 6227 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6956 6957 6958 6959 6960 6961 6962 6963 6964 6965 6966 6967 69686969 6970 6971 6972 6973 6974 6975 6976 6977 6978 6979 6980 6981 6982 6983 6984 6985 6986 6987 6988 6989 6990 6991 6992 6993 6994 69956996 7396 7397 7398 7399 7400 7401 74027403 7404 7405 74067407 7408 74097410 7411 7412 7413 7414 7415 7416 7417 7418 7419 7420 7421 7422 7423 7433 7434 7435 7436 7438 7439 7440 7441 7442 74437444 7445 7446 7777 7778 7779 7780 7781 7782 6055 6070 6395 6044 6045 6046 6047 6048 6049 6050 6051 6052 6053 6054 6056 6058 6063 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 6459 6462 6500 6501 6502 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 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: 10/19/2020 - 12:46pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.08 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.07PHASE 3 PHASE 3 PHASE 3 MAP KEY WETLAND 2 WETLAND 1 M E E E E E E E CC C 32361969.72BL PDTECCCC 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE 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 OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8 T H P L A C E 78TH PLACEC 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 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 5 6 1 12 8 11 10 7 6 15 21 17 18 19 20 13 16 14 15 16 14 10 12 11 10 11 9 13 9 8 OUTLOT E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:48pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.01 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK FUTURE C.R. 10 REALIGNMENT TO BE DESIGNED BY OTHERS SEE SHEET C1.02 PHASE 1 PHASE 2 SEE SHEET C1.02 MAP KEY -2.50%-2.50%2.00% 6" CONCRETE SIDEWALK 6" CL 5 AGGREGATE BASE 1'5'5'14'14'11' 25'25' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 50' ROWA 4.00%4.00% -2.50%-2.50% 2.00% 1.00'10'5'14'14'16' 30'30' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 60' ROWB 4.00%4.00% 3" BITUMINOUS MIX SPWEA240B 6" CL 5 AGGREGATE BASE EAS. 1.5" TYPE SPWEA240B 2" TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 12" SELECT GRANULAR GEOTEXTILE FABRIC (NON-WOVEN) INSET A CR 10 RIGHT TURN LANE IMPROVEMENTS BY OTHERS INSTALL TEMPORARY TURNAROUND FOR PHASE 1 CONSTRUCTION PER CITY STANDARD DETAIL STR-26 STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. PHASE 1 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 WALNUT LAN E 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 79TH PL A C E 79TH AV E 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 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)4 3 5 2 4 7 3 1 2 1 1 1 2 3 1 2 3 4 5 6 7 8 9 10 12 11 9 8 10 7 5 6 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 OUTLOT A OUTLOT I OUTLOT D 12 10 11 9 1 3 4 6 5 9 8 7 2 3 4 2 1 6 7 8 5 2 1 3 10 1 2 3 4 65 11 3 987 6 5 4 2 4 2 1 OUTLOT C OUTLOT B 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: 10/19/2020 - 2:48pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.02 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK 5' WIDE SIDEWALK STREET LIGHT (TYP)60' ROW28'2 8 ' 5 0 ' R OW28'50' ROW 50' ROW28'2 8 ' 5 0 ' R OW 10' WIDE TRAIL 8 0 ' R O W SEE SHEET C1.04 SEE SHEET C1.03SEE SHEET C1.01 60' ROW PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY 1 6 ' 2 4 '28' CR 10 LEFT TURN LANE IMPROVEMENTS BY OTHERS INSTALL TEMPORARY TURNAROUND FOR PHASE 1 CONSTRUCTION PER CITY STANDARD DETAIL STR-26 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. B618 CURB & GUTTER ON ENTRANCE ROAD MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F MWALNUT LANE7 8 T H P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE7 8 T H P L A C E 78TH PLACEBRIAN 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)5 8 9 7 3 5 1 2 2 1 2 3 8 9 10 3 5 4 2 1 5 6 3 4 2 6 12 11 1 2 3 10 8 9756 10 11 13 17 15 14 16 12 5 12 11 15 OUTLOT G OUTLOT H 14 10 12 11 12 10 11 9 13 4 6 5 9 8 7 3 4 2 1 6 7 8 5 8 7 9 6 5 4 2 1 3 65 11 4 1 4 3 4 5 7 8 9 OUTLOT C OUTLOT E OUTLOT J 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: 10/19/2020 - 2:49pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.03 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK28'50' ROW28'60' ROW5' WIDE SIDEWALK STREET LIGHT 5' WIDE SIDEWALK 10' WIDE TRAIL 10' WIDE TRAIL5' WIDE SIDEWALK STREET LIGHT (TYP) 28 ' 50 ' R O W 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK WETLAND BUFFER MONUMENT SIGN SEE SHEET C1.02SEE SHEET C1.01 SEE SHEET C1.05 PHASE 1 PHASE 3 PHASE 1 PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 1 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. PHASE 2 PHASE 1 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 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 AVEWALNUT LA N E XYLOID AVE79TH 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 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)R1-1(30x30)1 3 1 4 17 18 1 15 16 3 2 4 14 5 7 8 13 6 12 11 9 10 6 2 5 7 6 1 2 3 4 11 10 9 8 12 16 151413 9 6 8 10 5 73 4 5 2 1 OUTLOT F 2 3 1211 3 2 1 4 18 19 17 14 138 7 5 4 3 1 15 9 121110 OUTLOT K 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: 10/19/2020 - 2:50pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.04 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP) 2 8 ' 5 0 ' ROW WETLAND BUFFER MONUMENT SIGN (TYP.) 5' WIDE SIDEWALK 28' 50' ROW 8' WIDE TRAIL 8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 PHASE 2 PHASE 3 PHASE 3 PHASE 3 MAP KEY 8' WIDE TRAIL MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS WALNUTLANE79TH PLACE 79TH AVE80THAVE80THAVEVIRGIL 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)6 7 6 7 5 4 16 9 7 9 8 10 12 11 8 4 7 6 5 1 2 3 5 6 4 2 3 17 18 19 21 20 23 22 2 3 4 5 1 12 3 2 1 4 18 19 17 14 13 15 12 7 6 5 4 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: 10/19/2020 - 4:53pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.05 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28' 5 0' R O W 5' WIDE SIDEWALK 10' WIDE TRAIL 12' WIDE TRAIL 10' WIDE TRAIL 12' WIDE TRAIL 28' 50'ROW STREET LIGHT 5' WIDE SIDEWALK STREET LIGHT (TYP)28'ROAD(TYP.)50'ROW(TYP.)SEE SHEET C1.04 SEE SHEET C1.03 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 3 PHASE 3PHASE 3 MAP KEY WETLAND BUFFER MONUMENT SIGN 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. PHASE 1 1 3 5 8 9 2 4 6 7 ME E E E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E ECE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E S CC CCCCCCH CC E E TOC 969.93 INV 960.21 E 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 SIGN UNDERGROUNDGAS MAIN SIGNXXXXXXXMAILE E E CLVT CLVT E E C XXXXXXXXXXXXXXE E SCONTROL CLVT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PROPANE TANK SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMlllllllllll>>>>>>>> > > 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 POND 11 NWL 943.0 HWL 946.30 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 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>6 3 7 5 4 1 2 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 POND 9 NWL 947.0 HWL 951.50 WALNUTLANE XYLOID LANE W A L N U T L A N E WALNUTLANEWALNUTLANEW A L N U T L A N EXYLOIDLANEX Y L O I D L A N E 7 8 T H PL A C E79THAVENUE 7 9 T H P L A C E 79THPLACE 79THAVENUE 79TH AVE79THAVE7 8 T H PL A C E 78TH PLACE80THAVE80THAVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:05pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C300.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.00 OVERALL GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 6 WETLAND 2 WETLAND 1 M E E E E E E E CC CCCCC C H F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM lllllllllllllll>>>>>>>>>>>>>>>>>>> > > > > > > > 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 R HAMEL MN >>>>>>>>>>> > > > > > > >>>>>>>>>1 ??? 1.2 %1.1%EOF=954.12 LO=955.20 POND 9 NWL 947.0 HWL 951.50 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: 10/19/2020 - 3:33pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.01 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 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. SEE SHEET ---- SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 2 MAP KEY 3 5 2 4 7 E E E E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C CLVT 5 8 EOF=956.58 EOF=961.93 W A L N U T L A N E X Y L O I D L A N E 7 8 T H P L A C E79THAVENUE79THPLACE 79TH PLACE 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>3 1 2 ???2 .4 % 2 .8 %1.4 % 2 . 1 %1.2 % 0.7% 1 .3 % 2.1 %55'LO55'LO55'W O 55'W O 55'FB55'LO55'LO55'LO55'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5'WO 55'WO 55'WO 55'WO 55'FB55'LO55'LO55'LO55'LO55'FBSHEET 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: 10/19/2020 - 3:35pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.02 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 SEE SHEET C3.03 SEE SHEET C3.01 SHORELAND DISTRICT BOUNDARY PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 SEE SHEET C3.04 MAP KEY 8 9 7 WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M 946 946 945 944 943 942 941 943941 941 942 944946 945 950 949 948 947 9479449 4 3 9429 4 4 945 946 947 948 9499509 5 0 949955951952 9 5 1 953 955 960 965 9679689709 6 9 977 974 9729709759659609 4 0 9 4 6 9 4 0 9 3 8 945 947959945944949954961965 972965 97 0 964 9809759779709 5 0 9 4 5 952 95 5 960965955 9 4 7 9 4 5 9 4 0953953950 HP 961.68LP 953. 7 8 LP 961.69H P 9 6 7 . 4 7 HP 972.59CL 960.43 CL 9 7 2 . 3 4 C L 9 6 9 . 0 7 96595 5 962970 EOF=954.12 EOF=961.93 EOF=947.00 LO=948.03 POND 11 NWL 943.0 HWL 946.30 EX. WETLAND NWL 940.0 HWL 941.74 WALNUT LANE7 8 T H P L A C E 79TH PL A C E 79T H A V E N U E 79TH AVE7 8 T H P L A C E 78TH PLACEBRIAN 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 >>>>>>>>>>>>>>>>>>>>>>>>>>946947948949950950951950 951952953952 9539 5 3 9 5 5 955950950951955960965945949 94 9 > >>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>3 5 1 2959.08959.53959.88960.98967.55959.81959.13958.32969.37970.62971.26971.54968.02961.20960.74969.23970.42972.27970.33964.61964.13966.49 968.44966.08962.97962.67 963.65 9 6 6 . 2 9 964.43 964.87964.96965.87966.23966.80954.00956.66958.00960.20962.00964.20971.99970.10967.54965.58963.49 962.25 963.34971.74968.65965.79963.62961.71959.54957.61955.86952.12954.59954.12955.23957.20958.63959.33 9 6 0 . 0 4 96 1 . 4 6 961.08 963.39 966.23 968.87 956.44 953.53 948.68 950.49950.56 951.93 952.55 953.69956.62 961.5 9 96 1 . 8 4 9 6 0 . 8 0 9 5 9 . 5 5 958.29955.67954.04955.58958.34962.10963.94966.12967.84971.54947.47947.47947.47947.27948.43948.49949.61950.73950.58 9 5 0 . 9 5 95 1 . 5 8 950.54 947.43???948.40 947.79 947.15 946.38 951.609 5 6 . 8 5 960.05969.78974.14973.44 9 7 3 . 5 5 9 7 2 . 0 0 9 7 0 . 8 7 967.06957.04957.50969.97958.37959.35960.03959.93956.25956.82947.47947.47951.54952.8 7 959.71 951.30 9 6 0 . 7 5 96 8 . 6 2 957.92962.45 961.83968.01965.29965.21965.85965.90961.37 962.47962.03943.60 956.85958.674.4%2.4% 1. 2% 0.7% 3. 4% 1.5%3.4%1.3%2. 1%1.1%957.80951.83959.5055' FB958.80952.13959.8055' FB959.2055' FB952.53960.20959.85953.18960.8555' FB960.50953.83961.5055' FB962.73 962.73 970.4055' WO 963.43 963.43 971.10 55' WO 964.03 964.03 971.70 55' WO 964.73 964.73 972.40 55' WO 965.13970.80963.13966.3355' LO967.33964.13971.8055' LO970.5055' FB963.83971.50967.40960.73968.4055' FB965.20958.53966.2055' FB963.00956.33964.0055' FB961.20954.53962.2055' FB959.00952.33960.0055' FB957.50950.83958.5065' FB956.00949.339 6 0 . 8 3 5 5 ' W O 9 6 0 . 8 3 9 6 8 . 5 0961.4355' WO961.43969.10958.93958.93966.6055' WO956.03956.03963.7055' WO953.83953.83961.5055' WO951.12950.12951.4557' SLAB955.20955.20953.74957.65959.15959.85960.55961.25961.95962.659 5 0 . 7 8 951 . 7 3 951.23 952.73 954.63 956.13 957.13955.33955.13954.76952.42949.34953.14952.18951.55950.91950.15951.91951.15951.48952.24952.55952.88953.51953.18954.14954.47957.01949.34951.42959.09962.43954.76955.13962.80955.33963.00961.60953.93952.93 961.60 959.10 951.43 957.20 949.53 9 5 8 . 4 5 9 5 0 . 7 8 948 . 5 3 956 . 2 0 955.70 948.03 57' FB57' FB55' FB55' FB55' FB65' FB55' FB55' FB55' FB55' FB55' FB5 5 ' W O 55' L O 57' LO 55' LO 65' LO 57' LO55' LO 55' WO55' WO65' WO55' WO55' WO55' SLAB55' SLAB55' SLAB65' SLAB55' SLAB955.60947.93955.90948.23949.03956.70957.00958.65950.98959.40951.73960.10952.43953.13960.80961.50953.83954.53962.20962.90955.23968.95961.28967.35959.68966.00965.60957.93958.33963.90955.23964.60956.93963.70956.03963.50955.83 9 5 7 . 6 3 9 6 5 . 3 0 9 6 5 . 0 0 9 5 7 . 3 3 9 5 9 . 9 3 9 6 7 . 6 0 9 6 7 . 1 5 9 5 9 . 4 8 THTHTHTHTHTHTHT H T H T H T H 967.95966.35965.00964.60962.909 6 6 . 6 0 9 6 6 . 0 0 9 6 4 . 4 0 9 6 4 . 0 0 962.50962.50963.60967.70960.03968.209 6 8 . 2 0 9 6 8 . 2 0 9 6 0 . 5 3 9 6 0 . 5 3 T H T H TH9 6 5 . 2 0 9 6 8 . 2 0 9 6 7 . 2 0 966.709 5 6 . 8 3 5 5 ' W O 9 5 6 . 8 3 9 6 4 . 5 0 9 5 2 . 8 3 5 5 ' W O 9 5 2 . 8 3 9 6 0 . 5 0 9 5 5 . 0 3 5 5 ' W O 9 5 5 . 0 3 9 6 2 . 7 0 9 5 9 . 0 3 5 5 ' W O 9 5 9 . 0 3 9 6 6 . 7 0 945950955960966.22967.11EOF=954.12 LO=955.20 POND 9 NWL 947.0 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 3:38pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.03 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C3.01 SEE SHEET C3.05 WETLAND (TYP) PHASE 1 PHASE 3 PHASE 2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY 1 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 E E PROPANE TANK SS ROCK FLAG WELL FO-C FO-C F O - C F O-C F O -C F O - C F O - C F O - C 2 3 6 HP 959.16 EOF=951.95 EOF=950.08 EOF=958.00 EOF=943.29 LO=949.48 EOF=946.00 EOF LO EOF=938.4 POND 4 NWL 940.0 HWL 943.29 POND 6 NWL 942.0 HWL 943.1 POND 5 NWL 942.0 HWL 945.58 WALNUTLANE XYLOID LANE W A L N U T L A N E XYLOIDLANE7 9T H P L A C E 79TH PLACE THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> 4 ??? 957.93 ? ? ? 958.26 LP 948.76 0.6%1 .3 % 0.6% 1 . 5 %1.6%1.1%0 .6 % 0.7%55'W O 55'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'WO 55'WO 55'WO 55'WO 55'WO 55'WO 55'WO 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: 10/19/2020 - 3:40pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.04 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C2.04 SEE SHEET C2.06 SEE SHEET C2.03 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 3 PHASE 3 PHASE 3 MAP KEY WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS LP 945.97 EOF=945.79 EOF=946.00 EOF=944.00 LO=946.62 EOF=944.50 LO=951.13 EOF=944.00 LO=946.95 8' WIDE TRAIL 12' WIDE TRAIL POND 6 NWL 942.0 HWL 943.19 POND 10 NWL 942.0 HWL 943.33 POND 12 NWL 940.0 HWL 942.38 EX. WETLAND NWL 940.0 HWL 941.74 EOF=940.00 WALNUTLANE79TH PLACE 79TH AVE80THAVE80THAVEVIRGIL 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 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6 7 5 4 ? ? ? 0.6% 1 . 5 %0.7%0.6%1.5% 55'WO 55'WO 55'WO 55'WO 55'WO 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: 10/19/2020 - 4:26pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.05 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.04 SEE SHEET C3.03 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3PHASE 3 MAP KEY 1234567893229101211875642361371513OUTLOT EOUTLOT G1OUTLOT F765143321445410119342167851313101211879654216141121726564656765686572 78337834783578367837783878397840784178427843 7844784578467847784878497850785178527853785478557856785778587859786078617862786378647865786678677868786978707871787278737874787578767877787878797880788178827883788478857886788778887889789078917892789378947895789678977898789979007901790279037904790579067907790879097910791179127914791679177918791979207921792479257926792779287940794179427943794479457976797780838084808580868093809477887813778977907791779277937794779577967797779877997800780178027803780478057806780778087809781078117812781478157816781778187819782078217822782378247825782678277829783078317832 78287929793079317933793479357936793779387939794679477948794979507951795279537954795579567957795879597960796179627963796479657966796779687969797079717972797379747975797879797980798179827983798479857986798779897990799179927993799479957996799779987999800080018002800380048005800680078008800980108011801280138014801580168017801880198020802180228023802480258026802780288029803080318032803380348035803680378038803980408041804280438044804580468047804880498050805180528053805480558057805880598060806180628063806480658066806780688069807080718073807480758076807780878088808980908091 8092798880568072 PXPXPXPXPXPX>>ll l l l l l >>l>l>>>l>l>l>lll l l l >l>>>l >>>>>l900910920930940950960-1+00950.58950.60+00946.44946.4944.00944.01+00942.70942.7942.16942.22+00941.59941.6941.25941.33+00940.81940.8942.00942.04+00942.44942.4944.90944.95+00945.00945.0943.63943.66+00943.09943.1943.00943.07+00lllllllllllllPXPXPXPXPXPXPXPXPXPXPXPXEEEEEEEEMAILEEMAILEEEPROPANETANKSSROCKFLAGWELLEEEEEEEEEEEEEEEEEEEEHEEEEEEEEEEEEESSSS32361969.72BL PDTEHEEOHPOHPOHPOHPOHPOHPTOC 969.93TOC 966.53UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND MAILEEEEEEE1234567891011121314OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHP OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPCTV-B CTV-B CTV-BCTV-BCTV-BCTV-B CTV-B CTV-B CTV-B CTV-B CTV-B CTV-BCTV-B G-BG-BG-B G-BG-B G-BG-BG-BG-B G-BG-BPROPANETANK13003938.7513002SSllllll l l > > > > >>>>WALNUT LNXYLOID LN WALNUT LNWALNUT LNWALNUT L NWALNUT LNXYLOID LNXYLOID LN78TH PLACE79TH AVE79TH PLACE79TH PLACE79TH AVE 79TH AVE79TH AVE79TH AVE 79T H A V E78TH PLACE78TH PLACE ROAD G8 0 T H A V E 80T H A V ECOUNTY ROAD 10COUNTY ROAD 10COUNTY ROAD 10>>>>>>>>>>1950.86>>>>lll l F M F M F M F M FMFMFM> >>>lll l llll ll lFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM l l l l l l l l lll> > > > >>>>>llll l>>>lll l llll>llllllllll>>>>>>>>>>>>156789101123456789109876452311284321111076563421423513OUTLOT AOUTLOT D5895910113161415OUTLOT E111121OUTLOT B231211139876542263465987271012435678910111213141516171826123456789101112131415161211981073456211211108975617181921202322234515141661212310111313467OUTLOT FOUTLOT GOUTLOT H1OUTLOT I5134245789OUTLOT KOUTLOT J171512111014138754319>>> >1950.86>>>>>>>> >>> >>>>>>>>>>>>>>>>>>>>>1950.86>>>>>>>>SHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 10/19/2020 - 4:57pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C400.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. M/I HOMES RUSH CREEK RESERVE, CORCORAN, MN 1938049702335 Highway 36 W St. Paul, MN 55113 www.stantec.com FINAL PLANNED UNIT DEVELOPMENT DAVID AHRENS 8/18/2020 2171110/19/20RESUBMITC4.00OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEER MINNESOTA. NSHORELANDDISTRICTBOUNDARYWETLAND (TYP)12" TRUNK WATER MAIN.(ALL OTHER 8" WATER MAINUNLESS OTHERWISE NOTED) 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 112 E E E E E E E H E E E E 13 14 llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8th P L A C E 78TH PLACE C O U N T Y R O A D 1 0 WETLAND 2 WETLAND 1 >>>>>l llllllll FMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM l>l>>ll>>l>l>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll>>>>llll>>>>lll>>llllll>>lll>>>>llllllll>>>>lll>>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>lllll>>>>>>>>>>>>12 8 11 10 7 6 5 9 13 16 14 15 21 6 9 8 7 8756 5 4 >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>20'-18" PVC @ 0.20% 84'-18" PVC @ 0.20% 128'-18" PVC @ 0.20% 71'-8" PVC @ 0.70%94'-8" PVC @ 0.70% 310'-8" PVC @ 0.70% 12" W M 8 "W M 12"WM1 2 "WM SMH B7 RIM 965.75 INV 952.68 8" SE INV 952.58 8" NW SMH B8 RIM 964.69 INV 953.45 8" E INV 953.35 8" NW SMH E1 RIM 964.00 INV 934.63 18" SE INV 934.69 18" N SMH B9 RIM 963.88 INV 953.94 8" W SMH M1 RIM 963.89 INV 935.63 18" SE INV 935.63 18" NE INV 933.99 18" NW SMH E2 RIM 963.19 INV 934.52 18" S INV 934.52 18" N INV 944.97 8" NW INV 929.34 10" SW INV 929.34 10" E SMH E3 RIM 961.78 INV 934.26 18" S INV 934.27 18" N SMH M2 RIM 960.35 INV 935.22 18" SW INV 934.88 18" NW MH - 164 RIM 958.10 INV 936.19 18" SW INV 936.19 18" NE SMH EX LS RIM 937.81 INV 935.77 18" SW INV 935.67 18" NW 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: 10/19/2020 - 3:11pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.01 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) SEE SHEET C4.02 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET C4.03 MAP KEY PX 3 2 1 3 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 112 17 2 E E E E E 5 8 WALNUTLNW A L N U T L N X Y L O I D L N 7 8th P L A C E 7 9 T H A V E 79TH AVE 7 8 T H P L A C E C O U N T Y R O A D 1 0 >> >>>>>>>>>>>>>>l l l l lllllllll 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>>ll>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>l>>lllllllllllllllllllllll l l l l l l llll> > l >>>>>>>>l >l l>l>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>llllll>>>>>>>>>>>> >llllll>>>l >>l > > l >>l > > l > > l >llll>>ll>ll>ll>ll>lll>>ll>>>>ll>>ll>>>>>>lllllllllllllllllllllll>> > > > l l l l l l ll>>>llll>>ll>llll>> >ll>l>>>>>> > > > > > > >>>>> 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 1 3 987 6 5 4 2 2 3 4 6 5 9 8 7 2 7 10 12 11 9 8 10 7 5 6 4 OUTLOT I >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>186'-8" PVC @ 2.00% 123'-8" PVC @ 2.00% 160'-8" PVC @ 2.00% 97'-8" PVC @ 2.00% 122'-21" PVC @ 0.12% 127'-21" PVC @ 0.12% 146'-10" PVC @ 1.00% 167'-10" PVC @ 0.28% 111'-10" PVC @ 0.28% 122'-8" PVC @ 1.87% 98'-8" PVC @ 0.70% 165'-10" PVC @ 0.28% 112'-8" PVC @ 1.00% 196'-18" PVC @ 0.20% 72'-18" PVC @ 0.20% 310'-8" PVC @ 0.70% 105'-8" PVC @ 0.70% 90'-8" PVC @ 0.70% 86'-8" PVC @ 0.70% 40'-8" PVC @ 0.70% 186'-8" PVC @ 1.00% 223'-8" PVC @ 0.70% 177'-8" PVC @ 0.70% 16'-8" PVC @ 0.70% 1 2 "WM8 "W M 8"W M 1 2 "WM8"WM8"W M12" W M 1 2 "WM 1 2 "WM SMH A6 RIM 972.34 INV 927.36 21" SW INV 927.36 21" NE SMH A5 RIM 971.88 INV 927.51 21" SW INV 927.51 21" NE SMH D1 RIM 971.36 INV 959.34 8" W SMH A4 RIM 969.07 INV 928.57 10" SW INV 933.45 18" SE INV 927.65 21" NE SMH D2 RIM 968.91 INV 955.63 8" E INV 955.53 8" W SMH E6 RIM 967.50 INV 933.59 18" SE INV 933.59 18" NW SMH D3 RIM 967.29 INV 953.06 8" E INV 952.96 8" SW SMH A3 RIM 966.42 INV 928.88 10" W INV 928.88 10" NE SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B6 RIM 965.89 INV 950.41 8" SE INV 950.31 8" NW SMH D4 RIM 965.19 INV 949.77 8" NE INV 949.67 8" SW SMH B3 RIM 964.34 INV 947.72 8" NE INV 946.46 8" NW INV 946.36 8" SE SMH B5 RIM 963.75 INV 949.58 8" SE INV 949.48 8" NW SMH E5 RIM 963.41 INV 933.98 18" SE INV 933.99 18" NW SMH B4 RIM 962.95 INV 945.67 8" NW INV 945.57 8" SE SMH A2 RIM 962.42 INV 948.85 8" SE INV 944.97 8" NW INV 929.34 10" SW INV 929.34 10" E SMH A1 RIM 960.99 INV 929.81 10" SW INV 929.81 10" NE SMH C6 RIM 959.87 INV 943.20 8" W INV 943.10 8" E SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B1 RIM 960.51 INV 951.73 8" SE SMH B10 RIM 959.13 INV 945.27 8" NW 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: 10/19/2020 - 3:10pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.02 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 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.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) SEE SHEET C4.04 SEE SHEET C4.03 SEE SHEET C4.01 SHORELAND DISTRICT BOUNDARY MAP KEY PX PX PX PX3 2 2 1 3 15 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 2 PX PX lllllll >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>>l>>>>>>>>>>>>>> >> > > > > > > > > > > > > l l l l llllllllllllllllllllllllll>> > >>>lllllllllll9 10 11WALNUTLN 7 8th P L A C E 79TH AVE 79T H AVE 7 9 T H A V E 79THAVE7 8 T H P L A C E 78TH PLACE FUTURE 79TH PLACE WETLAND 3 WETLAND 4 WETLAND 4 >>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>lllllll l llllllFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM>>>>>> >>>l>>ll>>ll>>l>l>ll>>ll>>l>lll>>ll>>>>llll>>ll>>l>>llllllll FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMllllll>>>>>>lll>>>>>>>>>>>>>>>>l>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>>>llll>>>>lll>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>lllllllllll>>>>>> >>>>>lllllll>>>> 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 4 6 5 9 8 7 7 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>135'-8" PVC @ 0.40% 131'-8" PVC @ 0.40% 59'-8" PVC @ 0.40% 109'-8" PVC @ 0.40% 114'-8" PVC @ 0.40% 80'-8" PVC @ 0.40% 88'-8" PVC @ 0.40% 99'-8" PVC @ 0.40% 100'-8" PVC @ 0.40% 100'-8" PVC @ 3.30% 180'-8" PVC @ 3.30% 97'-8" PVC @ 3.30% 186'-8" PVC @ 2.00% C 122'-21" PVC @ 0.12% 127'-21" PVC @ 0.12% 1'-10" PVC @ 0.28% 84'-18" PVC @ 0.20% 75'-21" PVC @ 0.12% 128'-18" PVC @ 0.20% 71'-18" PVC @ 0.20% 72'-18" PVC @ 0.20%196'-18" PVC @ 0.20% 72'-18" PVC @ 0.20% 90'-21" PVC @ 0.12% 165'-21" PVC @ 0.12% 40'-8" PVC @ 0.70% 16'-8" PVC @ 0.70% 12" W M SMH D5 RIM 969.41 INV 957.57 8" SE SMH D7 RIM 963.27 INV 951.42 8" NW INV 951.32 8" SE SMH D16 RIM 961.67 INV 938.81 8" SW INV 938.71 8" N SMH D17 RIM 960.18 INV 938.25 8" S INV 938.15 8" N SMH D14 RIM 960.28 INV 939.60 8" SW INV 939.50 8" NE SMH D8 RIM 957.26 INV 945.39 8" NW INV 945.29 8" SE SMH D12 RIM 957.62 INV 940.53 8" W INV 940.43 8" E SMH D18 RIM 956.78 INV 937.72 8" S INV 937.62 8" N SMH D9 RIM 954.20 INV 941.98 8" NW INV 941.88 8" SE SMH D10 RIM 954.25 INV 941.48 8" NW INV 941.38 8" E SMH D20 RIM 953.06 INV 937.14 8" SE INV 937.04 8" NW SMH D21 RIM 951.20 INV 936.52 8" SE INV 936.42 8" N SMH A6 RIM 972.34 INV 927.36 21" SW INV 927.36 21" NE SMH A5 RIM 971.88 INV 927.51 21" SW INV 927.51 21" NE SMH D1 RIM 971.36 INV 959.34 8" W SMH A7 RIM 970.89 INV 927.27 21" SW INV 927.28 21" N SMH A4 RIM 969.07 NV 928.57 10" SW INV 933.45 18" SE INV 927.65 21" NE SMH A8 RIM 967.52 INV 927.17 21" S INV 927.17 21" N SMH E6 RIM 967.50 INV 933.59 18" SE INV 933.59 18" NW SMH B6 RIM 965.89 INV 950.41 8" SE INV 950.31 8" NW SMH E1 RIM 964.00 SMH B5 RIM 963.75 INV 949.58 8" SE INV 949.48 8" NW SMH E5 RIM 963.41 INV 933.98 18" SE INV 933.99 18" NW SMH E2 RIM 963.19 INV 934.52 18" S INV 934.52 18" N SMH E4 RIM 961.98 INV 934.12 18" S INV 934.13 18" NW SMH E3 RIM 961.78 INV 934.26 18" S INV 934.27 18" N SMH A9 RIM 960.43 INV 942.71 8" W INV 926.97 21" S INV 926.97 21" N EX-SMH 1 RIM 972.00 INV 961.84 4" W INV 961.82 6" E SMH C6 RIM 959.87 INV 943.20 8" W INV 943.10 8" E SMH D6 RIM 966.52 INV 954.73 8" NW INV 954.63 8" SE SMH D11 RIM 956.28 INV 940.98 8" W INV 940.88 8" E SMH D13 RIM 958.90 INV 940.08 8" W INV 939.98 8" NE SMH D15 RIM 961.40 INV 939.18 8" SW INV 939.08 8" NE SMH - D19 RIM 954.80 INV 937.38 8" S INV 937.38 8" NW 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: 10/19/2020 - 3:09pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.03 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 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.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.)SEE SHEET C4.02 SEE SHEET C4.01 SEE SHEET C4.05 WETLAND (TYP) MAP KEY 6" PVC SANITARY FORCE MAIN CONNECT TO EX. SANITARY MANHOLE 8" WM STUB PX PX P X PX PX PX OUTLOT G 3 2 1 4 4 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 PX>>>>>>>>>>>>> > > > >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 ll ll>>>lll l l l l l l llllllllllllll>>>>lllE E PROPANE TANK SS ROCK FLAG WELL 2 3 6 WALNUTLN XYLOID LN W A L N U T L N XYLOIDLN7 9T H PL A C E 79TH PLACE WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>lll>lll>>>>>>>l>>l>>l>>l>>l >>l >>l l>ll>llll>ll>>>>>>>>>>>llllllllllllll l l l l l llllllllll l l l lllllllllllllllllllllllllllllll> >llll> >>>l l >>l l >>l l l l>>>l>l>l>ll>ll>>l >>l >>ll> > l >l >>ll>>ll>>ll>>ll>>l >ll>ll>ll>ll>>l>>l>>l >>l >>l>>l>>l>>l>>l>ll>ll>ll>ll>>>>>> >>>>>>>> > > > > > > >>>> > >>>>> > > > > >>>>>>>>>>>l 5 6 7 8 9 10 1 2 3 1211 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 17 15 121110 14 138 7 5 4 3 1 9 >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> 104'-10" PVC @ 0.28% 89'-10" PVC @ 0.28% 286'-10" PVC @ 0.28% 102'-21" PVC @ 0.12% 42'-18" PVC @ 0.28%131'-10" PVC @ 0.28% 113'-10" PVC @ 0.28% 173'-10" PVC @ 0.28% 176'-10" PVC @ 0.28% 118'-10" PVC @ 0.28% 222'-10" PVC @ 0.28% 105'-8" PVC @ 0.70% 125'-8" PVC @ 0.70% 148'-10" PVC @ 0.28% 100'-8" PVC @ 0.40% 52'-8" PVC @ 0.40% 37'-10" PVC @ 0.28% 139'-8" PVC @ 0.70% 84'-8" PVC @ 0.70% 243'-8" PVC @ 0.70% 8"WM8"WM 12"WM12" WM12"WM12" W M SMH B15 RIM 953.09 INV 933.14 10" N INV 933.14 10" S SMH B14 RIM 951.65 INV 933.40 10" NE INV 933.40 10" S SMH B13 RIM 949.94 INV 933.69 10" NW INV 933.69 10" SW SMH S1 RIM 943.99 INV 934.25 10" W INV 934.25 10" SE RI INV 926.16 INV 926.1 SMH B12 RIM 959.27 INV 942.88 8" SE INV 942.78 8" N SMH B11 RIM 958.60 INV 943.71 8" SE INV 943.62 8" NW SMH A14 RIM 958.67 INV 946.68 8" NW INV 946.57 8" E SMH A15 RIM 958.35 INV 941.91 8" S INV 946.37 8" W INV 932.23 10" N INV 932.18 10" E SMH C5 RIM 958.30 INV 945.00 8" W INV 944.90 8" E SMH C3 RIM 957.94 INV 946.76 8" W INV 946.66 8" E SMH C4 RIM 957.75 INV 945.69 8" W INV 945.59 8" E SMH A16 RIM 956.63 INV 931.81 10" W INV 931.81 10" E SMH A17 RIM 955.15 INV 931.49 10" W INV 931.49 10" NE SMH A21 RIM 953.36 INV 929.48 10" W INV 929.48 10" SE SMH A18 RIM 952.23 INV 930.87 10" SW INV 930.87 10" E SMH A20 RIM 952.22 INV 929.97 10" W INV 929.97 10" E SMH A19 RIM 951.11 INV 930.46 10" W INV 930.46 10" E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:08pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.04 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. 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 C4.05 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY 12" WM STUB 10" SAN. SEWER STUB INV. 934.50 PX P X 1 2 3 4 5 6 7 8 9 9 10 12 11 8 7 5 6 4 2 3 6 7 1 OUTLOT F 7 6 5 4 3 2 1 4 5 4 PX PX PX PX llllllllllllllll>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> > > >>>>>>>>>>>>>>>lllll4 7 12 PROPANE TANK SS WALNUTLN79TH PLACE 79TH AVE80THAVE80THAVEWETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>FMFM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l lllllllllllllllllllllll l l l l l l l l l l l lll l l l >>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>lll>>l>>>>>>>>>>llllllllllll llllllllllll>>l>>l>>l>ll>ll>ll>>> > > >>>>>> OUTLOT E 12 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 17 15 12 14 13 >>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>60'-8" PVC @ 1.30% 123'-8" PVC @ 1.30% 250'-21" PVC @ 0.12% 172'-21" PVC @ 0.12% 138'-21" PVC @ 0.12% 186'-21" PVC @ 0.12% 86'-21" PVC @ 0.12% 115'-21" PVC @ 0.12% 48'-15" PVC @ 0.12% 102'-21" PVC @ 0.12% 112'-21" PVC @ 0.12% 83'-21" PVC @ 0.12% 42'-18" PVC @ 0.28% 97'-21" PVC @ 0.12% 176'-10" PVC @ 0.28% 118'-10" PVC @ 0.28% 84'-8" PVC @ 0.70% 243'-8" PVC @ 0.70%SMH D22 RIM 949.51 INV 935.88 8" S INV 935.78 8" N SMH D23 RIM 947.96 INV 934.18 8" S INV 934.08 8" NW SMH D24 RIM 947.23 INV 933.30 8" SE INV 933.20 8" NE SMH A10 RIM 958.02 INV 926.84 21" S INV 926.84 21" N SMH A11 RIM 957.18 INV 926.74 21" S INV 926.74 21" N SMH A12 RIM 955.95 INV 926.64 21" S INV 926.64 21" NW SMH A13 RIM 954.39 INV 929.04 18" NW INV 926.51 21" SE INV 926.46 21" NE SMH F1 RIM 952.62 INV 926.16 21" SW INV 926.16 21" NE SMH F2 RIM 951.56 INV 925.96 21" SW INV 925.96 21" NE SMH F3 RIM 950.43 INV 925.86 21" SW INV 925.86 21" NE SMH F4 RIM 948.12 INV 925.69 21" SW INV 925.69 21" NE SMH F7 RIM 934.82 INV 925.21 21" W INV 925.71 15" E INV 925.16 15" S INV 925.16 27" N SMH F6 RIM 945.09 INV 925.44 21" W INV 925.44 21" E SMH F8 RIM 935.29 INV 928.50 15" WSMH F5 RIM 930.68 INV 925.55 21" SW INV 925.55 21" E VALVE PIT RIM 934.34 LIFT STATION RIM 0.00 INV 925.10 15" N SMH C5 RIM 958.30 INV 945.00 8" W INV 944.90 8" E .75 .69 8" W .59 8" E SMH A21 RIM 953.36 INV 929.48 10" W INV 929.48 10" SE 0 .22 .97 10" W .97 10" E SMH D25 RIM 945.00 INV 932.23 8" SW INV 932.13 8" N SMH D26 RIM 941.67 INV 930.54 8" S INV 930.44 8" N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:39pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.05 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) 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.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.03SEE SHEET C4.04 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY 6" PVC SANITARY FORCE MAIN >>lllllll>>l> l >>l >l >l >l >>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>l llll>l>>>>>l>>>>>l900 910 920 930 940 950 960 -1+00950.58950.60+00946.44946.4944.00944.01+00942.70942.7942.16942.22+00941.59941.6941.25941.33+00940.81940.8942.00942.04+00942.44942.4944.90944.95+00945.00945.0943.63943.6+00 l llllllllllll>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>>>>>>>>>lll lll>>SS >ll l lllllll>> >> > >>> > >>>>>>>>>>>E E E E E E E E 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 E 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 SIGN UNDERGROUNDGAS MAIN SIGN >>>>>>>>>>>>>>>>>>>>XXXXXXXMAILE E E E E C XXXXXXXXXXXXXXE E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PROPANE TANK SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFlll>>>>> > WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 25' AVER AGE BUFFER 15' SETBACK - AVERAGE BUFFER WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 10'-0" 9'-3" 1 8 '-3 "10'-0" 20'-4"20' -0"10'-9" 3'-3" 2'-8"20'-0"6'-7" 1 4 '-7"5'-8" 1 9 '-8 "2 0 '-0 " 2 0 '- 9 "20'-0"10'-0"20'-0"20'-0"20'-0"20'-2"17'-9"20'-4"DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) EX. CULVERT DRAIN TILE (TYP.) DRAIN TILE (TYP.) DRAIN TILE (TYP.) ROADA ROAD B R O A D A ROADAROADAR O A D AROADBR O A D B R O A D B R O A D D R O A D C ROADC ROAD D ROAD D R O A D D ROAD DROADDR O A D E ROAD E ROAD GROADFROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R O A D 10 >>>>>>>>>> 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 2 3 1211 1 3 987654 2 2 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 111089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 >>>>llllSS SS >>>FMFMFMFMFM FM FM>>> >llll>>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>lllllll >>FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllllll l l>>>>>>>>>SS lllll>>>>>>>>>>>>>>>>>llSHEET 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: 10/19/2020 - 4:02pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C500.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.00 OVERALL STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>SS >>>>>>>>E E E E E E E E CC CCCCC C H F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 DRAINAGE BOUNDARY (TYP) R O A D B ROAD E C O U N T Y R O A D 1 0 12 8 11 10 7 6 5 9 13 16 14 15 21 6 9 8 7 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 112 CB E4 RIM 958.97 INV 953.86 12" E CBMH E3 RIM 957.81 INV 953.58 12" W INV 953.19 15" N 75'-15" STRM @ 1.00%CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE INV 952.25 24" SE 263'-24" STRM @ 0.40% 120'-24" STRM @ 0.50% CB B16 RIM 965.09 INV 952.60 12" SE INV 951.80 24" NE 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% @ 0.50%CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 8756 5 4 28'-24" STRM @ 0.50% 28'-12" STRM @ 1.00% 24'-30" STRM @ 0.49%>>>>>l llllllll SS SS SS >>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM l>l>>ll>>l>l>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll>>>>llll>>>>lll>>llllll>>lll>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>llllllll>>>>>>lll>>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>lllll>>>>>>>>>>>>>>CB 16A RIM 964.00 INV 953.50 12" NW INV 945.24 18" S INV 948.14 15" E INV 948.34 12" N INV 944.84 24" NW MH D7 RIM 950.25 INV 946.69 18" W INV 946.69 18" N 35'-18" STRM @ 0.87% OS P9 RIM 950.25 INV 947.00 18" E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:33pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.01 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.03 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET C5.02 PHASE 1 PHASE 2 MAP KEY >>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>l >>l > > l >>l > > l > > l >llll>>ll>ll>ll>ll>lll>>ll>>>>ll>>ll>>>>>>lllllllllllllllllllllll>> > > > l l l l l l ll>>>llll>>ll>llll>> >ll>l>>>>>> > > > > > > >>>>> E E E E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C 5 8 DRAINAGE BOUNDARY (TYP) EX. CULVERT CONNECT MH TO EX. CULVERT DRAIN TILE (TYP.)ROADAR O A D A R O A D B R O A D B R O A D D ROAD D R O A D E C O U N T Y R O A D 1 0 >> >> 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 1 3 987 6 5 4 2 2 3 4 6 5 9 8 7 2 7 10 3 2 1 3 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 112 17 2 CB D10 RIM 951.15 INV 948.72 15" NE CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE CBMH B14 RIM 965.56 INV 952.25 24" NW INV 952.25 24" SE CBMH B12 RIM 962.83 INV 953.45 15" NW INV 957.86 15" NE INV 952.85 24" SE MH B9 RIM 961.64 INV 957.25 12" NW INV 957.25 12" NE INV 954.05 15" SW INV 954.05 15" SE CB B8 RIM 962.38 INV 957.61 12" SE CB B10 RIM 962.06 INV 957.57 12" NE INV 957.57 12" SW CB B11 RIM 961.30 INV 957.70 12" SW CB A6 RIM 959.20 INV 954.88 12" SE CBMH A8 RIM 959.82 INV 954.56 15" SE INV 954.76 12" NW INV 954.56 15" NE CB A7 RIM 960.07 INV 955.09 15" NW CBMH A3 RIM 966.42 INV 961.71 15" NE INV 961.71 15" W CB CR 10 2 RIM 957.86 CBMH A5 RIM 963.35 INV 958.60 15" N INV 958.60 15" S CBMH A4 RIM 963.41 INV 958.90 15" E INV 958.90 15" S CBMH E1 RIM 961.30 INV 949.71 24" W INV 948.31 30" E CB D13 RIM 967.43 INV 963.00 12" S CBMH D9 RIM 964.31 INV 959.60 15" NE INV 959.80 12" NW INV 959.40 18" SW CBMH B7 RIM 963.75 INV 958.85 18" NE INV 958.45 24" NW CBMH B6 RIM 965.90 INV 957.45 24" SE INV 957.45 24" NW CBMH B4 RIM 961.56 INV 956.91 12" NE INV 956.11 24" SE INV 956.11 24" NW CB B5 RIM 961.80 INV 957.20 12" SW CBMH B2 RIM 956.28 INV 947.13 24" SW INV 944.13 24" NE 136'-15" STRM @ 0.50% CB C12 RIM 958.52 INV 954.06 15" NW 151'-15" STRM @ 0.50% CBMH C10 RIM 958.74 INV 953.80 15" NW INV 953.30 15" SE INV 953.30 15" NE CB C11 RIM 958.85 INV 954.14 15" SE CBMH C9 RIM 957.89 INV 952.38 15" SW INV 952.38 15" E CBMH C3 RIM 957.47 INV 952.51 15" E INV 952.51 15" W 140'-15" STRM @ 0.72% 151'-18" STRM @ 0.50% CBMH C7 RIM 957.80 INV 953.20 15" E INV 953.00 18" N 154'-15" STRM @ 0.60% CBMH B3 RIM 956.28 INV 950.83 24" SE INV 947.93 15" S INV 947.33 24" NE 220'-24" STRM @ 2.41% 223'-24" STRM @ 0.60% 167'-24" STRM @ 0.60% 55'-18" STRM @ 1.00% 72'-15" STRM @ 1.20% 85'-15" STRM @ 1.20% CBMH D10 RIM 965.07 INV 960.46 15" NE INV 960.46 15" SW 29'-12" STRM @ 1.17% CBMH D12 RIM 967.32 INV 962.66 12" N INV 962.46 15" SW CB D8 RIM 964.28 INV 959.95 12" SE 134'-15" STRM @ 2.40% 263'-24" STRM @ 0.40% 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% 113'-24" STRM @ 0.50% 149'-24" STRM @ 0.40% 30'-15" STRM @ 1.01% 67'-15" STRM @ 0.90% 127'-15" STRM @ 0.40% 54'-15" STRM @ 0.99% 237'-15" STRM @ 0.50% CB C8 RIM 959.35 INV 954.39 15" W CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 29'-12" STRM @ 1.17% 12 11 9 8 10 7 5 6 4 OUTLOT I 29'-12" STRM @ 1.01% 30'-12" STRM @ 0.51% 28'-24" STRM @ 0.50% 30'-15" STRM @ 1.00% 28'-30" STRM @ 0.61% 29'-12" STRM @ 1.01% 32'-12" STRM @ 0.99% 27'-12" STRM @ 0.48%>>>>>>>>>>>>l l l l lllllllll 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>>ll>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>l>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>lllllllllllllllllllllll l l l l l l>>llll> > l >>>>>>> > >l>>ll>>llll>>>>ll>llll>>l> >l>>>>ll>>l>>l>>>>ll>>llllll>>>>>>>>>>>> > >> >>llllll40'-15" STRM @ 1.09%CBMH B13 RIM 962.62 INV 958.16 15" N INV 958.16 15" SW CBMH A2 RIM 969.64 INV 964.92 15" SW CB A1 RIM 969.82 INV 965.41 12" NW 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: 10/19/2020 - 4:36pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.02 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.04 SEE SHEET C5.03 SEE SHEET C5.01 SHORELAND DISTRICT BOUNDARY PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY lllllll >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>>l>>>>>>>>>>>>>> >> > > > > > > > > > > > > l l l l llllllllllllllllllllllllll>> > >>>lllllllllll>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllll>SS >>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M WETLAND 3 WETLAND 4 WETLAND 4 DRAINAGE BOUNDARY (TYP) DRAIN TILE (TYP.) DRAIN TILE (TYP.)ROADAR O A D B ROAD D ROAD D R O A D D ROADDR O A D E ROAD E ROAD G>>>>>>>>>>>>>>>>>>>>>>>>>>> > 950.89 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 4 6 5 9 8 7 7 3 2 2 1 3 15 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 2 CBMH A21 RIM 961.91 INV 957.53 12" SE INV 957.33 15" N 35'-12" STRM @ 2.16% CB A20 RIM 962.58 INV 958.28 12" NW 123'-24" STRM @ 1.40% 130'-18" STRM @ 1.60% 54'-30" STRM @ 0.87%MH F33 RIM 952.66 INV 949.29 30" E INV 948.84 30" W 125'-30" STRM @ 1.07%FES F35 RIM 949.79 INV 947.50 30" E 28'-12" STRM @ 1.00% CBMH D25 RIM 956.50 INV 951.37 12" N INV 951.17 15" W 112'-15" STRM @ 2.00%CBMH D26 RIM 954.43 INV 948.93 15" E INV 948.93 15" W 79'-15" STRM @ 1.00% 28'-12" STRM @ 1.00% CB E4 RIM 958.97 INV 953.86 12" E CBMH E3 RIM 957.81 INV 953.58 12" W INV 953.19 15" N 75'-15" STRM @ 1.00%CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE CBMH A3 RIM 966.42 INV 961.71 15" NE INV 961.71 15" W CBMH E1 RIM 961.30 INV 949.71 24" W INV 948.31 30" E CBMH E2 RIM 961.30 INV 948.14 30" W INV 952.44 15" S INV 948.14 30" E MH E3 RIM 962.64 INV 948.02 30" W INV 948.02 30" E CBMH D3 RIM 954.96 INV 950.30 15" NW INV 944.07 24" SE INV 943.67 30" NE CBMH D5 RIM 954.96 INV 943.56 30" SW INV 943.56 30" NE CB D24 RIM 956.49 INV 951.65 12" S CBMH D2 RIM 961.00 INV 956.87 12" N INV 956.67 15" SE CB D1 RIM 961.49 INV 957.19 12" S FES F32 RIM 952.05 INV 949.76 30" W FES F38 RIM 949.14 INV 946.85 30" NE 133'-30" STRM @ 0.50% MH F37 RIM 950.90 INV 947.52 30" E INV 947.51 30" SW 75'-30" STRM @ 0.51% FES F36 RIM 950.19 INV 947.90 30" W CB D36 RIM 952.87 INV 948.68 12" NE 28'-12" STRM @ 1.00% CBMH D35 RIM 952.88 INV 948.40 12" SW INV 948.00 18" NW CBMH D37 RIM 950.89 INV 945.92 18" SE INV 945.92 24" N C3 57.47 52.51 15" E 52.51 15" W 134'-15" STRM @ 2.40% 28'-30" STRM @ 0.39% CB D27 RIM 953.41 111'-30" STRM @ 0.50% 182'-15" STRM @ 3.49% 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% 113'-24" STRM @ 0.50% 237'-15" STRM @ 0.50% CB C8 RIM 959.35 INV 954.39 15" W CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J 28'-24" STRM @ 0.50% 28'-12" STRM @ 1.00% 28'-30" STRM @ 0.61% 24'-30" STRM @ 0.49% 29'-12" STRM @ 1.01% 32'-12" STRM @ 1.01%>>>>lllllll l llllllFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM>>>>>> >>>l>>ll>>ll>>l>l>ll>>ll>>l>lll>>ll>>>>llll>>ll>>l>>>>>>>>>>>>> > > > > >>>>>>>>>> > > > > >>>>>>>>>>>>>llllllll >>>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMllllll>>>>>>lll>>>>>>>>>>>>>>>>SS l>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>>>llll>>>>lll>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>lllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > CBMH D4 RIM 953.41 INV 945.24 18" S INV 948.14 15" E INV 948.34 12" N INV 944.84 24" NW MH D7 RIM 950.25 INV 946.69 18" W INV 946.69 18" N 35'-18" STRM @ 0.87% OS P9 RIM 950.25 INV 947.00 18" E 155'-30" STRM @ 0.36% FES D6 RIM 945.96 INV 943.00 30" SW MH E4 RIM 960.00 INV 947.47 30" W INV 947.47 30" E FES E5 RIM 950.72 INV 947.25 30" W OS P11 RIM 946.25 INV 943.00 18" NE FES P11 RIM 944.33 INV 941.60 18" SW 30'-18" STRM @ 1.01% CBMH A2 RIM 969.64 INV 964.92 15" SW CB A1 RIM 969.82 INV 965.41 12" NW 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: 10/19/2020 - 4:39pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.03 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. NSEE SHEET C5.02 SEE SHEET C5.01 SEE SHEET C5.05 WETLAND (TYP) PHASE 1 PHASE 3 PHASE 2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY >>>>>>>>>>>>> > > > >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 ll ll>>>ll>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>l l l l l l l llllllllllllll>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >>>>l>>l>>l>>l>>l >>l >>l l>ll>llll>ll>>>>>>>>>>>llllllllllllll l l l l l llllllllll l l l lllllllllllllllllllllllllllllll> >llll> >>>l l >>l l >>l l l l>>>l>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>ll>>l >ll>ll>ll>ll>>l>>l>>l>>l >>l>>l>>l>>l>>l>ll>ll>ll>ll>>>>>> >>>>>>>> > > > > > > >>>> > >>>>> > > > > >>>>>>>>>>>l 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 E E PROPANE TANK SS ROCK FLAG WELL FO-C FO-C F O - C F O-C F O -C F O - C F O - C F O - C 2 3 6 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) ROADA ROAD B R O A D A ROADBR O A D C ROADC >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>5 6 7 8 9 10 1 2 3 1211 OUTLOT G 3 2 1 4 4 CB A31 RIM 958.50 INV 953.95 12" S 37'-12" STRM @ 1.00% CBMH A32 RIM 958.41 INV 953.58 12" N INV 953.58 12" E 25'-12" STRM @ 1.55% CB B7 RIM 958.12 INV 953.36 12" N 21'-12" STRM @ 0.76% 28'-24" STRM @ 0.50% CBMH A34 RIM 956.07 INV 951.40 15" W INV 943.10 24" E INV 943.10 24" N CBMH A46 RIM 956.07 INV 942.96 24" S INV 942.96 24" N 162'-24" STRM @ 0.50% 30'-24" STRM @ 0.51% FES A48 RIM 0.00MH A47 RIM 948.62 INV 942.15 24" S INV 940.15 24" NE CBMH A45 RIM 949.57 INV 943.58 24" NE INV 943.58 24" W 95'-24" STRM @ 0.49% CBMH A43 RIM 953.65 INV 944.05 24" NE INV 949.05 12" NW INV 944.05 24" SW 129'-24" STRM @ 0.50% CBMH A42 RIM 951.94 INV 944.70 24" NE INV 944.70 24" SW 127'-24" STRM @ 0.50% CBMH A40 RIM 950.72 INV 945.73 18" E INV 946.13 12" N INV 945.33 24" SW CB A41 RIM 950.69 INV 946.41 12" S MH A38 RIM 951.41 INV 946.69 15" E INV 946.89 12" N INV 946.49 18" W 29'-12" STRM @ 1.09% CB A39 RIM 951.48 INV 947.21 12" S 28'-12" STRM @ 1.00% MH A37 RIM 951.91 INV 947.14 15" E INV 947.14 15" W 142'-15" STRM @ 0.60% CB A35 RIM 952.86 INV 948.50 12" SW 28'-12" STRM @ 1.11% CBMH A36 RIM 952.86 INV 948.19 12" NE INV 947.99 15" W CBMH B4 RIM 949.30 INV 944.66 15" SW INV 944.66 15" SE 70'-15" STRM @ 2.00% 153'-18" STRM @ 1.99%FES B6 RIM 941.54 INV 940.00 18" W 151'-15" STRM @ 1.50% CBMH B3 RIM 951.52 INV 946.93 15" S INV 946.93 15" NE 94'-15" STRM @ 1.51% CBMH B2 RIM 952.95 INV 948.54 12" E INV 948.34 15" N 28'-12" STRM @ 1.50% FES PATH N 2 RIM 939.10 INV 937.85 12" SE 20'-12" STRM @ 2.71%FES PATH N 1 RIM 939.65 INV 938.40 12" NW FES P4 RIM 941.08 INV 939.25 24" W 64'-24" STRM @ 1.18% OS P4 RIM 942.29 INV 940.00 24" E CBMH B5 RIM 948.76 INV 943.26 15" NW INV 943.06 18" E MH A33 RIM 958.06 INV 953.20 12" W INV 953.20 12" S INV 953.00 15" E 160'-15" STRM @ 1.00% 95'-24" STRM @ 0.50% MH P5 RIM 947.76 INV 941.76 30" NW INV 941.74 30" E FES B1 RIM 945.38 INV 943.00 24" SW CBMH C5 RIM 957.23 INV 950.68 18" S INV 950.28 24" NWCBMH C4 RIM 957.24 INV 952.00 15" E INV 951.37 15" W INV 952.25 18" S INV 951.17 18" N CBMH C3 CBMH C2 RIM 958.06 INV 953.23 15" N INV 953.23 15" W CB C1 RIM 958.06 INV 953.45 15" S 112'-30" STRM @ 0.22% OS P5 RIM 944.88 INV 942.00 30" SE FES P5 EOF 1 RIM 948.38 INV 946.00 24" E MH P5 EOF 2 RIM 949.85 INV 945.24 24" W INV 945.24 24" E 76'-24" STRM @ 1.00% 90'-15" STRM @ 0.80% 140'-15" STRM 64'-15" STRM @ 0.80% 130'-24" STRM @ 0.70% FES C6 RIM 945.38 INV 943.00 24" S 28'-15" STRM @ 0.79% 162'-24" STRM @ 0.70% CBMH B3 RIM 956.28 INV 950.83 24" SE 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 18 19 17 15 121110 14 138 7 5 4 3 1 9 >>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >>lll>lll>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>???'-???" STRM @ ??? FES P6 RIM 941.83 INV 940.00 18" E 75'-15" STRM @ 0.60%126'-18" STRM @ 0.60% 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: 10/19/2020 - 4:41pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.04 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.02 SEE SHEET C5.05 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 3 PHASE 3 PHASE 3 MAP KEY llllllllllllllll>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> > > >>>>>>>>>>>>>>>lllll>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>>>>>>>>>llllllllllll llllllllllll>>l>>l>>l>ll>ll>ll>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC 4 7 12 PROPANE TANK SS WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 DRAINAGE BOUNDARY (TYP) ABANDON EX. DRAINTILE DRAIN TILE (TYP.)ROADAROADC ROAD DROADFROADF>>>>>>>>>>>>>>>>>>949.32949.31 947.89947.89 945.97 944.46 OUTLOT E 12 1 2 3 4 5 6 7 8 9 9 10 12 11 8 7 5 6 4 2 3 6 7 1 OUTLOT F 7 6 5 4 3 2 1 4 5 4 142'-15" STRM @ 0.60% CB A35 RIM 952.86 INV 948.50 12" SW 28'-12" STRM @ 1.11% CBMH A36 RIM 952.86 INV 948.19 12" NE INV 947.99 15" W 151'-15" STRM @ 2.75% FES D44 RIM 942.45 INV 941.20 24" NW 49'-24" STRM @ 1.57% 85'-30" STRM @ 0.51% FES D45 RIM 942.38 INV 940.00 30" S MH D43 RIM 944.46 INV 940.43 24" SE INV 940.43 24" SW INV 940.43 30" N 139'-24" STRM @ 0.24% CBMH D42 RIM 945.97 INV 941.16 18" S INV 940.76 24" NE 111'-18" STRM @ 1.30% CBMH D40 RIM 947.89 INV 942.60 24" S INV 943.00 12" W INV 942.60 18" N 28'-12" STRM @ 1.00% 114'-24" STRM @ 1.40% CBMH D38 RIM 949.32 INV 944.20 24" S INV 944.60 12" W INV 944.20 24" N 28'-12" STRM @ 1.00% CB F1 RIM 952.12 INV 947.90 12" N 34'-12" STRM @ 1.01% CBMH F2 RIM 952.01 INV 947.56 12" S INV 947.36 15" NE 123'-15" STRM @ 1.21% CBMH F3 RIM 951.24 INV 945.88 15" SW INV 945.88 15" NE 128'-15" STRM @ 1.20% 28'-12" STRM @ 0.99% CB F5 RIM 949.36 INV 944.83 12" W 112'-18" STRM @ 1.21% CBMH F6 RIM 947.62 INV 942.80 18" SW INV 943.20 12" SE INV 942.40 24" NW 28'-12" STRM @ 0.50% CB F7 RIM 947.61 INV 943.34 12" NW 132'-24" STRM @ 0.20% MH F8 RIM 944.93 INV 942.14 24" SE INV 942.14 24" SW 70'-24" STRM @ 0.20% FES I9 RIM 943.83 INV 942.00 24" NE OS P6 RIM 943.75 INV 942.00 18" W FES P5 3 RIM 942.83 INV 941.00 30" W FES P5 EOF 3 RIM 943.99 INV 941.20 24" W MH P5 RIM 947.76 INV 941.76 30" NW INV 941.74 30" E CBMH D39 RIM 949.31 INV 944.88 12" E CB D41 RIM 947.89 INV 943.28 12" E CBMH F9 RIM 944.72 INV 940.49 12" N CBMH F11 RIM 944.72 INV 940.21 12" S INV 939.91 12" N FES F10 RIM 944.25 INV 938.10 3' x 8' BOX SE 159'-3' H x 8' W BOX @ 0.57% RIM 940.66 INV 938.29 24" NW 28'-12" STRM @ 1.00% W C3 CBMH C2 RIM 958.06 INV 953.23 15" N INV 953.23 15" W CB C1 RIM 958.06 INV 953.45 15" S 112'-30" STRM @ 0.22% OS P5 RIM 944.88 INV 942.00 30" SE FES P5 EOF 1 RIM 948.38 INV 946.00 24" E MH P5 EOF 2 RIM 949.85 INV 945.24 24" W INV 945.24 24" E 76'-24" STRM @ 1.00% 296'-24" STRM @ 1.37% 90'-15" STRM @ 0.80% 28'-15" STRM @ 0.79% FES C25 RIM 945.04 INV 943.50 15" WCBMH A24 RIM 956.59 INV 951.92 15" W INV 948.96 15" E 28'-15" STRM @ 1.00% CBMH A23 RIM 956.62 INV 952.20 15" S INV 952.20 15" E 97'-15" STRM @ 1.00% CBMH A22 RIM 957.68 INV 953.17 15" S INV 953.17 15" N 156'-15" STRM @ 3.50% 353'-30" STRM @ 0.21% 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 18 19 17 15 12 14 13 >>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>FMFM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l lllllllllllllllllllllll l l l l l l l l l l l lll l l l >>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FES P12 RIM 942.43 INV 939.50 18" SE 44'-18" STRM @ 1.14% OS P12 RIM 941.75 INV 940.00 18" NW OS P10 RIM 943.75 INV 942.00 18" SE 30'-18" STRM @ 1.01% FES P10 RIM 943.53 INV 941.70 18" NW FES P6 RIM 941.83 INV 940.00 18" E FES F12 RIM 940.62 INV 939.70 12" S 21'-12" STRM @ 1.00% OCS - W RIM 944.50 WEIR 940.00 INV 939.00 3' X 8' BOX NW 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: 10/19/2020 - 4:44pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - 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, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.05 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.03SEE SHEET C5.04 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3PHASE 3 MAP KEY PX PX PX PX PX PX ME E E 11081961.63STREET SIGN11082961.85STREET SIGN E11087961.01 STREET SIGN 11097 961.83 STREET SIGN 11098961.60STREET SIGN 11 1 2 1 96 1 . 5 7 ST R E E T S I G N 11130961.59STREET SIGN E 11144 961.38 STREET SIGN E 11166962.45STREET SIGN 11192 960.91STREET SIGN CE 11197959.22STREET SIGN 11220959.17 STREET SIGN E E M A I L C E11 2 9 8 9 5 6 . 0 0 ST R E E T S I G N 11315 951.50 STREET SIGN E11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11367956.70 STREET SIGN FIBEROPTIC E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E32063951.04NON-TRAFFIC SIGN GAS EE E E E EC E E EE E E E ECHCE E E E EC E E E E 32177966.66NON-TRAFFIC SIGN GAS E E E E SS E SS S CC C 32361969.72BL PDTECCCCCH 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 SIGNNDXXXXXXXMAILE E E CLVT CLVT E 10170 961.44 NON-TRAFFIC SIGN E C XXXXXXXXXXXXXXE E SCONTROL 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 SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMllllllll>>>>>>> > > 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 PX PX PX PX PX PX PX PX PX PX PX PX 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 QTY 5 46 6 3 5 2 33 35 QTY 6 QTY 17 14 22 18 QTY 20 90 38 QTY 76,232 sf 141,715 sf QTY 38,383 sf 39,390 sf 522,476 sf 35,079 sf 137,638 sf 301,354 sf Development Site Plan - TownhouseDevelopment Site Plan - Townhouse TREES CODE BOTANICAL / COMMON NAME CONT QTY GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 25 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 26 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 18 SOD/SEED CODE BOTANICAL / COMMON NAME CONT SPACING QTY SOD Sodding Type Lawn sod 28,127 sf SOD2 Sodding Type Lawn sod 247,083 sf Establishment By Lot Owner TPM Temp Pond Mix seed 31,846 sf UPM Upland Prairie Mix seed 66,925 sf WMM Wet Meadow Mix seed 22,694 sf PLANT SCHEDULE WALN 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 E 79TH A VE 79TH P L 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 TREES AA2 Acer freemanii `Autumn Blaze` / Autumn Blaze Maple 2.5" B&B 5 AS Acer freemanii `Sienna Glen` / Sienna Glen Maple 2.5" B&B 13 GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 31 GK Gymnocladus dioica / Kentucky Coffee Tree 2.5" B&B 5 PG Picea glauca densata / Black Hills Spruce 6` ht 11 PC Picea pungens / Colorado Spruce 6` ht 8 PN Pinus nigra / Austrian Black Pine 6` ht 18 PP Pinus ponderosa / Ponderosa Pine 6` ht 10 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 22 QB Quercus bicolor / Swamp White Oak 2.5" B&B 43 QR Quercus rubra / Red Oak 2.5" B&B 3 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 21 SHRUBS CB Cornus baileyi / Bailey`s Red-twig Dogwood #5 57 EA2 Euonymus alatus / Winged Euonymus #5 11 SM Syringa patula `Miss Kim` / Miss Kim Lilac #5 17 ANNUALS/PERENNIALS EA Echinacea x `After Midnight` / After Midnight Coneflower # 1 14 SH Sporobolus heterolepis / Prairie Dropseed #2 163 TMP Pinus mugo `Tannenbaum` / Tannenbaum Mugo Pine 6` ht. B&B 6 FD Cornus sericea `Bailadeline` / Fire Dance Dogwood #10 14 AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea #5 18 KF Calamagrostis x acutiflora `Karl Foerster` / Feather Grass #3 20 BD Hemerocallis x `Baja` / Baja Daylily #1 90 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 RA Reforestation Area seed 49,805 sf WE Woodlands (Existing) seed 152,399 sf 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 RA Reforestation Area seed 49,805 sf WE Woodlands (Existing) seed 152,399 sf EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME AA2 Acer freemanii `Autumn Blaze` / Autumn Blaze Maple 2.5" B&B 5 AS Acer freemanii `Sienna Glen` / Sienna Glen Maple 2.5" B&B 13 GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 31 GK Gymnocladus dioica / Kentucky Coffee Tree 2.5" B&B 5 PG Picea glauca densata / Black Hills Spruce 6` ht 11 PC Picea pungens / Colorado Spruce 6` ht 8 PN Pinus nigra / Austrian Black Pine 6` ht 18 PP Pinus ponderosa / Ponderosa Pine 6` ht 10 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 22 QB Quercus bicolor / Swamp White Oak 2.5" B&B 43 QR Quercus rubra / Red Oak 2.5" B&B 3 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 21 BOTANICAL / COMMON NAME CB Cornus baileyi / Bailey`s Red-twig Dogwood #5 57 EA2 Euonymus alatus / Winged Euonymus #5 11 SM Syringa patula `Miss Kim` / Miss Kim Lilac #5 17 BOTANICAL / COMMON NAME EA Echinacea x `After Midnight` / After Midnight Coneflower # 1 14 SH Sporobolus heterolepis / Prairie Dropseed #2 163 TMP Pinus mugo `Tannenbaum` / Tannenbaum Mugo Pine 6` ht. B&B 6 FD Cornus sericea `Bailadeline` / Fire Dance Dogwood #10 14 AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea #5 18 KF Calamagrostis x acutiflora `Karl Foerster` / Feather Grass #3 20 BD Hemerocallis x `Baja` / Baja Daylily #1 90 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: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L100.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.00 OVERALL LANDSCAPE PLAN ---- MINNESOTA. N 0 150 300 NOTE: 1. SEE SHEET L1.06 FOR PLANT SCHEDULE. WETLAND 2 WETLAND 1 M E E E E E E C E CC C 32361 969.72 BL PDTECCCC 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE 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 OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8 T H P L A C E 78TH PLACEC 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 THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 518.60 SW CORNER OF THE SE1/4 CENTER LINE OF COUNTY ROAD #10 8756 5 5 9 13 16 14 15 17 18 19 20 9 8 7 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 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: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.01 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28' ROAD (TYP.)50' ROW (TYP.)STREET LIGHT (TYP.) SEE SHEET L1.02 MAP KEY 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 WALNUT LAN E X Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH P L A C E 79TH PL A C E 79TH AVE 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 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 12 11 9 8 10 7 6 4 OUTLOT I PX 5 9 2 3 4 65 OUTLOT C 2 1 3 987 6 5 4 2 2 4 3 4 6 5 9 8 7 7 10 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 17 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.02 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK STREET LIGHT (TYP.)50' ROW (TYP.)28' ROAD (TYP.)2 8 ' R O A D ( T Y P . ) 5 0 ' R OW ( T Y P . )28' ROAD (TYP.)50' ROW (TYP.)50' ROW (TYP.)28' ROAD (TYP.)2 8 ' R O A D ( T Y P . ) 5 0 ' R OW ( T Y P . ) 10' WIDE TRAIL 8 0 ' R O W ( T Y P . ) FUTURE TURN LANES TO BE DESIGNED BY OTHERS SEE SHEET L1.04 SEE SHEET L1.03SEE SHEET L1.01 50' ROW (TYP .) MAP KEY LANDSCAPE BERM PX PX WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F MWALNUT LANE7 8 T H P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL 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 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J PX PX PX PX 65 6 5 9 8 7 7 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 17 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.03 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.)28' ROAD (TYP.)50' ROW (TYP.)28' ROAD (TYP.)60' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.) 5' WIDE SIDEWALK 10' WIDE TRAIL 10' WIDE TRAIL 5' WIDE SIDEWALK STREET LIGHT (TYP.) 28 ' R O A D ( T Y P . ) 60 ' R O W ( T Y P . ) 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK WETLAND PROTECTION SIGN (TYP.)STREET LIGHT (TYP.)SEE SHEET L1.02SEE SHEET L1.01 SEE SHEET L1.05 MAP KEY RETAINING WALL PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 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 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 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 18 19 17 15 121110 14 138 7 5 4 3 1 9 PX PX PX PX PX PX 2 3 1211 3 2 1 4 4 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: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.04 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.) 28 ' 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 L1.02SEE SHEET C1.04MAP KEY PX PX PX PX WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS WALNUT LANE79TH PL A C E 79TH AVE80TH AVE80TH AVEVIRGIL 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 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 18 19 17 15 12 14 13 PX PX 12 OUTLOT F 7 6 5 4 3 2 1 4 5 4 FUTURE 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.05 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28 ' R O A D ( T Y P . ) 5 0 ' R O W ( T Y P . ) STREET LIGHT (TYP.) 5' WIDE SIDEWALK 10' WIDE TRAIL 12' WIDE TRAIL 8' WIDE TRAIL TEMPORARY TURN-AROUND 12' WIDE TRAIL 28' ROAD (TYP.) 50' ROW (TYP.) STREET LIGHT (TYP.) 5' WIDE SIDEWALK STREET LIGHT (TYP.) STREET LIGHT (TYP.)28' ROAD (TYP.)50' ROW (TYP.)SEE SHEET L1.04SEE SHEET L1.03 MAP KEY SOD/SEED Upland Prairie Mix Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Restoration / Reforestation Area Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Woodland Restoration Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Oats / Avena sativa Wet Meadow Mix Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Emergent Marsh MixEmergent Marsh Mix American Slough Grass / Beckmannia syzigachne Tall Manna Grass / Glyceria grandis Rice Cut Grass / Leersia oryzoides River Bulrush / Bolboschoenus fluviatilis Bristly Sedge / Carex comosa Lake Sedge / Carex lacustris Tussock Sedge / Carex stricta Least Spikerush / Eleocharis acicularis Marsh Spikerush / Eleocharis palustris Torrey's Rush / Juncus torreyi Three-Square Bulrush / Schoenoplectus pungens Soft Stem Bulrush / Schoenoplectus tabernaemontani Woolgrass / Scirpus cyperinus Sweet Flag / Acorus americanus Common Water Plantain / Alisma triviale Marsh Milkweed / Asclepias incarnata Broad-Leaved Arrowhead / Sagittaria latifolia Giant Bur Reed / Sparganium eurycarpum Temporary Pond Mix Slender Wheatgrass / Elymus trachycaulus Perennial Ryegrass / Lolium perenne Alfalfa / Medicago sativa Red Clover / Trifolium pratense Seeded Turf Sodding Type Lawn 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: 10/19/2020 - 12:27pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.06 PLANT SCHEDULE ---- MINNESOTA. 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: 10/19/2020 - 12:27pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT 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. PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 25' AVERAGE BUFFER 15' SETBACK - AVERAGE BUFFER WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 10'-0" 9'- 3 " 18'-3" 10'-0" 20'-4"20'-0" 10 ' - 9 " 3'-3" 2'-8"20'-0" 6'-7" 14'-7" 5'-8" 19'-8" 20'-0"20'- 9 "20'-0"10'- 0 "20'-0"20'-0"20'-0"20'-2"17'-9"20'-4" 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 C 32361969.72BL PDTECCCCCH 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 SIGNNDXXXXXXXMAILE E E CLVT CLVT E E C XXXXXXXXXXXXXXE E SCONTROL 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 SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMllllllll>>>>>>> > > 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 PX PX PX PX PX PX PX PX PX PX PX PX 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 M CBF WALN 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 E 79TH A VE 79TH P L 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 POINT OF CONNECTION SYMBOL MANUFACTURER/MODEL/DESCRIPTION IRRIGATION BY DEVELOPMENT 2,145 s.f. PERMANENT IRRIGATION IRRIGATION BY OWNER 2,622 s.f. PERMANENT IRRIGATION Febco 825Y 1-1/2" Reduced Pressure Backflow Preventer Baseline BL-3200P Two-wire controller in 16-gauge stainless-steel pedestal enclosure. Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. BF C IRRIGATION SCHEDULE 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: 10/19/2020 - 12:29pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L200.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNITHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT 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. WETLAND 2 WETLAND 1 M E E E E E E E CC C 32361969.72BL PDTECCCC 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE 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 OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 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 5 PX PX 12 8 11 10 7 6 5 9 13 16 14 15 21 17 18 19 20 6 9 8 10 12 11 16 14 112 1.6 0.7 4.1 2.9 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 4.4 3.5 2.4 1.4 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 3.3 3.2 2.8 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.0 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.6 0.6 0.4 0.9 1.2 0.9 0.7 1.2 1.9 2.0 1.4 1.0 0.7 1.7 2.5 3.1 2.8 1.9 1.3 0.8 1.5 2.9 3.8 3.6 3.0 2.5 0.8 1.7 2.9 3.8 5.2 4.0 2.9 0.8 1.6 3.3 4.7 6.1 6.3 4.6 0.8 1.9 2.9 3.9 6.1 6.4 5.6 0.7 1.6 3.0 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.9 1.6 2.5 3.0 3.1 0.2 0.3 0.4 0.7 1.2 1.7 2.3 0.1 0.1 0.2 0.3 0.5 0.9 1.2 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.2 0.1 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.6 0.6 0.3 0.2 0.1 1.2 0.9 0.5 0.2 2.1 1.9 1.3 0.8 0.3 2.8 3.2 2.8 2.0 1.0 3.7 4.0 3.3 1.9 1.2 5.2 4.5 3.7 2.7 1.3 0.7 5.8 6.1 6.0 3.9 2.5 6.1 6.0 5.7 6.0 7 8 T H P L A C E 78TH PLACC O U N T Y R O A D 1 0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:03pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.01 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY 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 12 11 9 8 10 7 5 6 4 OUTLOT I PX PX PX PX PX PX PX PX PX PX PX 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 3 4 65 OUTLOT C 4 3 4 6 5 9 8 7 2 7 10 3 2 1 3 1 3 2 112 17 2 0.7 0.5 0.3 0.7 0.4 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 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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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:04pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.02 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.04 SEE SHEET E1.03SEE SHEET E1.01 MAP KEY PX PX WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M 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 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 OUTLOT J PX PX PX PX PX PX PX 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 65 OUTLOT C 4 6 5 9 8 7 7 3 2 2 1 3 OUTLOT F 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 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: 10/19/2020 - 2:04pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.03 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.02SEE SHEET E1.01 SEE SHEET E1.05 SEE SHEET E1.05MAP KEY PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 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. 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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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.04 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) 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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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 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 0.2 0.3 0.4 0.7 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.5 1.8 1.9 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 0.0 0.0 0.0 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 0.2 0.4 0.7 1.1 1.5 2.4 3.2 3.2 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.1 1.7 2.9 3.3 3.8 4.5 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.2 0.3 0.6 1.1 2.0 2.6 3.3 4.5 5.4 6.0 5.1 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 0.1 0.1 0.2 0.2 0.4 0.8 1.4 2.2 3.3 4.2 5.2 6.3 6.4 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 2.0 3.0 3.5 4.4 5.3 6.3 WALNUT LANE79TH PL A C E 79TH AVE80TH AVE80TH 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 LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.05 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY 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: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E106 PHOTOMETRIC DETAILS ---- PROFESSIONAL ENGINEERMINNESOTA. SHORELAND DISTRICT BOUNDARY SHORELAND DISTRICT BOUNDARY FLOODPLAIN BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND DELINEATED WETLAND DELINEATED WETLAND FUTURE PHASE WETLAND BUFFER WETLAND SETBACK WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 M PROPANE TANK WELL C C C CHC C S CC CCCCCCH AC MAIL C PROPANE TANK TRAN XX1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 QTY 5 46 6 3 5 2 33 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 PHASE 1 PHASE 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 1:26pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V100.dwgXrefs:, 193804970XBRD, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNF-PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 103.0 Acres+/- Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 V1.01 PRELIMINARY PLAT SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. O H P XXX X SHORELAND DISTRICT LINE SHORELAND DISTRICT LINE WALNUTLANE XYLOID LANEWALNUTLANEW A L N U T L A N E X Y L O I D L A N E 7 9 T H PLA C E ROADB 7 9 T H A V E 7 9 T H P L A C E 79T H AVE 79TH AVE R O A D E 79TH PLACE ROAD G80THAVECOUNTY ROAD10 C O U N T Y R O A D 1 0 C O U N T Y R O A D 10 SHORELAND DISTRICT LINE 17 18 1 15 16 3 2 4 13 14 6 5 7 8 12 11 9 10 6 2 9 7 9 8 10 1211 84 7 6 5 1 2 3 5 6 4 2 3 1 2 3 4 6 1110 9 8 12 16151413 5 7 1 9 6 8 10 5 7 1 2 1 3 4 5 6 7 8 9 10 2 3 1 12 11 9 8 10 7 3 4 5 6 2 1 7 6 4 5 2 3 1 9 8 12 8 4 32 1 1110 76 15 1089756 6 1 2 3 3 5 4 2 1 5 6 3 4 2 1 10 11 13 17 18 19 21 20 2322 2 3 4 5 15 14 16 12 OUTLOT 1 OUTLOT D OUTLOT A OUTLOT F OUTLOT G OUTLOT HOUTLOT I 1 3 5 8 9 5 6 7 67 3 4 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 1:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V101.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N 0 200 400 SURVEY OF RUSH CREEK RESERVE Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 103.0 Acres +/- E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119 R23 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF SEC. 23, T119, R23 NE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (BROKEN PK NAIL) E. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) S. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SW CORNER OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 CENTER LINE OF COUNTY ROAD #10 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 VICINITY & ZONING MAP C.S.A.H.10 C.S.A.H.50 SITE ZONED RMF-3 V4.00 OVERALL SURVEY MM REH LHB LHBSURVEYORMINNESOTALINDA H. BROWN23682O U T L O T A A O U T L O T J Legend DENOTES IRON MONUMENT SET DENOTES HENNEPIN COUNTY CIM AND CAPPED "STANTEC 23682" FO-B OHP TREE LINE WETLAND FIBER OPTIC QUALITY LEVEL B OVERHEAD POWER BOUNDARY CENTERLINE EXISTING EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE EXISTING RIGHT-OF-WAY SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE E CTV C E AC CLVT SCONTROL DELINEATED WETLAND POWER POLE LIGHT POLE TRAFFIC SIGN OUTLET CONTROL STRUCTURE CABLE TV PEDISTAL COMMUNICATION PEDISTAL ELECTRIC PEDISTAL AIR CONDITIONING UNIT CULVERT X X X X WOOD RAIL FENCE WIRE BOX FENCE BARB WIRE FENCE WETLAND SETBACK WETLAND BUFFER DENOTES FOUND MONUMENT SHORELAND DISTRICT LINE TYPICAL 55' LOT 51010 5 5 5 5520' FRONT SETBACK 25' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK STREET R.O.W.12012055 DRAINAGE AND UTILITY EASEMENT 55 MINIMUM LOT AREA - 6,500 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 55 FT MINIMUM LOT DEPTH - 120 FT FRONT YARD SETBACK - 25 FT REAR YARD SETBACK - 25 FT SIDE YARD HOUSE / GARAGE SETBACK - 7.5 FT SIDE YARD STREET SETBACK - 25 FT TYPICAL 65' LOT 51010 5 5 5 5520' FRONT SETBACK 25' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK STREET R.O.W.12012065 DRAINAGE AND UTILITY EASEMENT 65 MINIMUM LOT AREA - 7,800 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 65 FT MINIMUM LOT DEPTH - 120 FT FRONT YARD SETBACK - 25 FT REAR YARD SETBACK - 25 FT SIDE YARD HOUSE / GARAGE SETBACK - 7.5 FT SIDE YARD STREET SETBACK - 25 FT NOTE: ALL PONDS WILL BE PLATTED IN OUTLOTS AND DEDICATED AS DRAINAGE AND UTILITY EASEMENTS IN THE FINAL PLAT TYPICAL TWIN HOME LOT STREET R.O.W.808030 MINIMUM LOT AREA - 4,000 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 30 FT MINIMUM LOT DEPTH - 85 FT FRONT YARD SETBACK - 20 FT REAR YARD SETBACK - 20 FT SIDE YARD HOUSE / GARAGE SETBACK - 5 FT (ONE SIDE ONLY) SIDE YARD STREET SETBACK - 5 FT (ONE SIDE ONLY) 30 510DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT 10105 510 DIMENSIONED. SHOWN THUS: BEING 10 FEET IN WIDTH AND ADJOINING STREET RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DRAINAGE & UTILITY EASEMENTS TYPICAL LOT EASEMENT LINES SETBACK LINES LOT LINES 25' FRONT SETBACK25' REAR SETBACK 5' SIDEEASEMENT55 PHASE 1 PHASE 3 PHASE 3 PHASE 2 7.5' SIDESETBACKOwner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello Road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. AND The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. AND That part of the Southeast Quarter which lies North of Hennepin County Road No. 10 which was formerly called the Minneapolis Monticello Road, described as follows: Beginning at the southwest corner of the West 990.00 feet of said Southeast Quarter; thence North 00 degrees 05 minutes 35 seconds East, assumed bearing along the west line of said East 990.00 feet, a distance of 792.03 feet to the north line of the South 792.00 feet thereof; thence South 53 degrees 19 minutes 41 seconds West, 580.83 feet; thence South 46 degrees 26 minutes 24 seconds West, 139.09 feet to the north line of Hennepin County Road No. 10 and there terminating. 1 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 CENTER LINE OF COUNTY ROAD #10 M E E E E E E C E E CC C 32361 969.72BL PDTECCCC 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 E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE 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 lllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 7 8 T H P L A C E C O U N T Y R O A D 1 0 5 685.003 6 . 0 0 85.00130.63125.00125.81135.3718. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 3 8 . 1 8 2 8 . 3 3 2 6 . 3 3 3 6 . 0 085.0085.0085.0085.003 6 . 0 0 2 8 . 3 3 2 6 . 3 3 3 8 . 1 8 3 8 . 1 8 3 8 . 1 8 85.0085.002 6 . 3 3 2 8 . 3 3 2 6 . 3 3 85.0085.002 8 . 3 3 3 6 . 0 0 3 6 . 0 0 85.0038 . 1 8 85.0085.0085.0085.0026 . 3 3 28 . 3 3 36 . 0 0 3 8 . 1 8 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 38.1819.17L=19.0585.00 28.3384.16 28.3328.3336.0084.16 85.00 35.7226.3336.0026.3328.3338.1885.00 85.00 85.00 85.00 85.00 38.1826.3328.3336.0085.00 85.00 85.00 85.00 36.0028.3338.1885.0038.18 26.33 28.33 36.0085.0085.0085.0085.005 9,164 SF 6 7,132 SF 7 8,520 SF 8 8,918 SF 3,060 SF 6 2,238 SF 7 2,408 SF 8 3,060 SF 10 2,238 SF 11 2,408 SF 12 3,060 SF 36.0028.3338.1836.0028.3326.3338.18 38 . 1 8 26 . 3 3 28 . 3 3 36 . 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 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: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 90.4 Acres+/- Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.01 SURVEYMM REH LHB LHBLAND SURVEYORMINNESOTALINDA H. BROWN23682Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY SHORELAND DISTRICT BOUNDARY 3 1 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 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 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 WALNUT LAN E X 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 8 T H P L A C E C O U N T Y R O A D 1 0 4 3 5 2 4 7 5 4 . 2 9 5 1 . 1 8 4 3 . 3 6 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 4 . 5 3 4 3 . 3 4 5 3 . 1 1 53 . 2 0 2 6 . 3 0 4 3 . 3 3 L =1 6 . 6 9 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 3 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 1 4 3 . 3 4 L = 4 3.0 7 L =42.8 5 L = 43.19 L=43.23 L=47.90 127.19122.43120.00120.00123.92120.27120.01120.00120.00120.00120.00120.00120.00120.00120.00120.00120.81120.0048 . 9 0 47 . 2 9 4 3 . 3 4 4 3 . 3 4 87.2055.07L=55.73L=55.731 2 4 . 6 674.6359.461 2 4 . 8 0 1 2 4 . 9 3 1 2 4 . 6 3 1 2 5 . 0 085.0056.41L=39.8224.54L=6 8 .7 5 L =6 6 .3 6 L =6 6 .3 6 L =7 0 .4 1 L =6 6 .8 4 L =6 4.34 125.08125.44125.7054.4256.92 58.01125.8356.12125.8456.12 57.77 54.821 2 5 . 4 7 125.72 1 2 5 . 1 3 54.451 2 5 . 0 0 85.0084.33L=82.6912 5 . 0 067.851 2 5 . 0 0 L=55.55L=55.5567.851 2 5 . 0 0 125.0067.85L = 117.11 25. 0 1 L = 11 6.8 6L=88.31L=79.8880.1952.5355.141 2 5 . 0 0 1 2 5 . 0 0 125.00125.00125.0056.93 56.93 57.72 L=125.00L=112.71 L =7 9.8 8 L =7 9 .8 8 L =7 9 .8 8 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 1 2 8 . 3 5 2 6 . 3 3 88. 8 9 50.7 4 3 8 . 1 8 2 8 . 3 3 2 6 . 3 3 3 6 . 0 085.0085.0085.0085.003 6 . 0 0 2 8 . 3 3 2 6 . 3 3 3 8 . 1 8 3 8 . 1 8 3 6 . 0 2 2 6 . 3 4 L =1 8 . 7 2 L = 3 7 . 5 7 85.003 6 . 0 0 3 6 . 0 0 85.002 8 . 3 3 3 8 . 1 885.002 8 . 3 3 3 8 . 1 8 85.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 3 8 . 3 9 2 8 . 3 3 2 6 . 3 3 3 6 . 0 0 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 0 84.1084.1084.112 8 . 3 5 3 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.0038.1819.17L=19.0585.00 28.3384.16 28.3326.333 6 . 0 0 1 9 . 0 585.003 8 . 1 8 2 8 . 3 3 85.0085.003 6 . 0 0 3 6 . 0 0 2 8 . 3 3 5 5,847 SF 6 5,556 SF 7 5,201 SF 8 5,200 SF 9 5,200 SF 10 5,200 SF 11 5,200 SF 12 5,200 SF 1 5,200 SF 2 5,200 SF 3 5,200 SF 4 5,256 SF 5 5,202 SF 6 5,728 SF 7 5,709 SF 8 5,442 SF 9 5,422 SF 10 7,591 SF 9 7,576 SF7 7,475 SF6 7,475 SF 5 7,475 SF 4 7,475 SF 3 7,475 SF 2 7,475 SF 1 11,195 SF 1 10,625 SF 1 7,596 SF 2 7,592 SF 3 7,644 SF1 9,308 SF 1 3,245 SF 2 2,238 SF 3 2,408 SF 4 3,060 SF 6 2,238 SF 7 2,408 SF 8 3,060 SF 54.42 54.42124.80124.94L=64.34 L=64.34 9.14 L=49.45 125.0032.68 L=60.86 68.10 44.89 81.97 66.14 105.20 125.59L=85.00 L=55.55 L=55.55L=5 5 .5 5 67.85 L =5 5 .5 5 67.85 127.99125.00125.00125.0067.85 L =5 5 .5 5 L =5 5 .5 5 67.85 125.00L=55.55 3 6 . 0 0 3 6 . 0 0 2 8 . 3 3 OUTLOT A 31,957 SF OUTLOT I 14,970 SF OUTLOT 1 9,882 SF OUTLOT D 16,588 SF SH O R E L A N D DI S T R I C T L I N E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 V4.02 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682SHEET 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: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT 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: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N MAP KEY 3 5 1 2 L=57.85BRIAN 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 471.40 CLVT>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXWETLAND 3 WETLAND 4 WETLAND 4 WALNUT LANE7 8 T H P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 5 8 9 7 3 4 125.08125.00125.0056.93 56.93 57.72 L=125.00L=112.71 L =7 9.88 123.645 5 . 0 0 6 5 . 0 0 120.00L =55.1 6 6 5 . 0 0 120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 120.00120.005 5 . 0 0 5 5 . 0 0 120.005 5 . 1 7 120.00L = 6 8.2 2 51. 4 0 L=83.31 120.00L=88.79 58.41 L =8 2 .2 1120.00119.9850.34 54.94 58.68 52.38 120.001 2 0 . 0 052.41L =6 9 .5 2 L=82.161 2 0 . 0 0 L=69.5251.2612 0 . 0 059.25L=81.05L=79.25119.9 451.71L=79.45120.1051.80120.1451.13 120.02 6 7 . 3 6 L=78.4065.03L=55.49119.90 119.84 119.83 65.03L=55.4976.86L=65.60119.8865.05L=55.50119.78L=57.2957.0088 . 8 9 51. 6 5 6 5 . 0 0130.85125.00125.005 7 . 0 0 125.00125.00125.006 5 . 0 0 5 5 . 0 0 123.94129.73130.63125.00125.81135.37154.76186.17 2 3 3 . 0 6 2 1 1 . 8 4 13 6 . 4 4 7 6 . 4 2 5.5 3 93. 5 8 18. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 81.12 92.68 52.00 66.90106.4550.7 4 L = 5 5.2 0 6 5 . 0 0 5 7 . 0 0 6 5 . 0 0 5 7 . 5 0 L = 6 7.6 7 L=72.18 L=70.04 L=55.75 L=55.5 9 31.73 L =2 5 .2 9 L =5 7 .9 2 L =5 5 .6 1 L =5 5 .6 0 L=55.61L=55.61L=55.615 6,600 SF L =6 1 . 4 6 85.003 6 . 0 0 3 6 . 0 0 85.002 8 . 3 3 3 8 . 1 885.002 8 . 3 3 3 8 . 1 8 85.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 3 8 . 3 9 2 8 . 3 3 2 6 . 3 3 3 6 . 0 0 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 0 84.1084.1084.112 8 . 3 5 3 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.0038.1819.17L=19.0585.00 28.3384.16 28.3326.3336.0026.3328.3338.1885.00 85.00 85.00 85.00 38.1826.3328.3336.0085.00 85.00 38.18 85.00 28.33 85.00 36.0085.0085.003 8 . 1 8 2 8 . 3 385.0085.003 6 . 0 0 1 9 . 0 585.0085.003 8 . 1 8 2 8 . 3 3 3 8 . 1 885.0085.003 6 . 0 0 3 6 . 0 0 2 8 . 3 3 3 6 . 0 0 10 7,591 SF 9 7,576 SF 1 7,596 SF 2 7,592 SF 3 7,644 SF 5 7,004 SF17 7,043 SF 16 8,302 SF 15 7,037 SF 14 7,038 SF 13 7,599 SF 12 8,278 SF 11 8,392 SF 10 8,362 SF 6 8,035 SF 3 8,485 SF 2 8,669 SF 1 7,641 SF 4 7,800 SF 3 6,600 SF 2 7,800 SF 1 6,659 SF 2 8,475 SF 3 8,125 SF 4 7,125 SF 5 8,125 SF 6 6,875 SF 5 9,164 SF 6 7,132 SF 7 8,520 SF 8 8,918 SF 9 10,762 SF 10 13,766 SF 11 16,570 SF 12 10,960 SF 54.42 54.42124.80124.94L=64.34 L=64.34 9.14 L=49.45 125.0032.68 L=60.86 68.10 44.89 81.97 66.14 105.20 125.59L=85.00 L=55.55 L=55.55L=5 5 .5 5 67.85 127.99125.00125.0065.0055.0057.00125.00 176.93176.93125.00 176.93125.00 74.35120.00 3 6 . 0 0 2 8 . 3 3 36.0028.3338.18 3 8 . 1 8 L=34.26 OUTLOT G 13,391 SF OUTLOT H 20,775 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: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.03 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) 4 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 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 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 X X X X X X X X 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 7 WETLAND 5 WETLAND 11 WAL N U T L A N E XYLOID LANEWALNUT L A N E XYLOID LANE79.0055.0058.401 3 1 L=66.73 L =66.73L=7 4 .4 6 L=77.49L=55.43L=55.94L=56.0055.00120.0055.00120.00 120.00 55.00120.00 55.00120.0055.00120.00 120.0055.0032. 1 8 L=103.32 55.00120.00 L =6 5 .5 340.54L=14.1 9 76.7055.00111.81L =8 5 .9 2 L=66.73L=86.2255.0055.0055.0081.7461.1953.1052.76 129.11 132. 5 0 138. 1 8 13 0 . 8 0 102.1357.5679.52136.85 18.4612.16 12.75 133.24135. 1 7 132.50146.40146.40132.50 1 3 2 . 5 0 92.12 1 4 4 . 9 5 30.51124.00L =6 8 .4 8 L=31.59L=55.3027.65L=55.30 L =5 5 .3 0 L =5 7 .3 1 L =5 5 .3 0 L =5 5 .2 4 L =5 7 .6 3 L =5 5 .5 8 L=55.58 L=55.58 L=55.58 L=55.58 L=101.06 121.6261.3761.37 63.60 61.61 60.40 67.91 67.78 70.69 124.0170.71 67.7 8 41.0 2 124.00 1 2 4 . 0 0 1 2 4 . 0 0 1 2 4 . 0 0 124.00124.00124.00123.86124.03124.02124.00124.22124.00124.00L=5.2931.20120.05 125.28 L=42.69L=42.75138.99 L=131.21164.89164.8959.11L=42.4643.01L=57.48L =6 2 .4 3 76.87120.94 120.985 9 . 5 9 5 4 . 5 5 4 6 . 7 7 51.33 66.65 66.60 66.5954.73 125.00125.00 125 .00 1 2 5 . 0 0 56.471 2 5 . 0 0 52.5252.52 1 2 5 . 0 0 L =5 6 .5 4 L =5 5 .5 7 L =5 5 .5 3 L=55.53L=58.11L=60.04L=6 0 .0 4 L =6 0 .0 4 L =6 0 .2 1 L =6 8 .0 5 L=68.05 L=68.05 L=68.05 L=68.05 L = 6 8 . 3 752.52 52.67 51.91 48.53 48.53 48.53 48. 4 3 48.074 7 . 5 3 125.00125.00125.00125.00125.00125.00125.00125.00125.00125.00L =5 5 .7 3 L =5 5 .7 3 L =6 0 .0 0 L =6 0 .0 0 L =5 5.7 3 L=55.73 63.1563.15 63.15 63.15 63.15 67.98 67.98 63.15 63.15 124.22124.12124.09124.12124.24124.43124.68125.00L =2 8 .3 3 32.88 L =80 . 1 3 1 9,033 SF 2 6,003 SF 3 6,413 SF 10 7,805 SF9 7,796 SF8 7,241 SF7 7,241 SF 6 7,245 SF 2 8,649 SF 3 10,972 SF 4 7,078 SF 5 7,426 SF 6 7,421 SF 7 7,420 SF 8 7,194 SF 9 7,170 SF 10 7,170 SF 11 7,170 SF 12 7,191 SF 13 7,236 SF 14 7,633 SF 15 7,633 SF 16 7,633 SF 6 7,377 SF 2 7,840 SF 18 9,698 SF 17 6,600 SF 16 6,600 SF 15 6,600 SF 14 11,481 SF 13 10,954 SF 12 11,668 SF 11 11,668 SF 10 12,105 SF 9 13,830 SF 8 10,834 SF 7 7,519 SF 6 8,381 SF 5 7,914 SF 4 6,600 SF 3 6,600 SF 2 6,600 SF 1 11,290 SF 10,859 SF36.46161.28L=55.73 L=55.73 L=40. 63.15 53.60 62.18 128.84125.16125.2163.15 OUTLOT F 436,622 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: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.04 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY SHORELAND DISTRICT BOUNDARY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) 6 7 4 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 CLVT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC CLVT SCONTROL PROPANE TANK SS WETLAND 4 WETLAND 4 WETLAND 11 WALNUTLANEAVE80THAVE7 L=55.58 L=55.58 L=55.58 L=101.06 121.62L=59.18L=59.18L=59.1870.69 70.71 67.78 41.02124.00124.22124.00124.00L=59.17L=59.18L=59.20L=57.34L=57.9380.0154.89L=55.30L=65.31L=65.30L=55.26L=55.25L=55.25L=65.30L=55.1826.66L=97.5811.61L=6 9 .8 0 L=68.05 L=68.05 L=68.05 L = 6 8 . 3 7 48.53 48.43 48.07 4 7.5 3 125.00125.00125.00125.00125.00L=55.73 63.15 125.001 5 6 .6 7 L =89.38 1 2 0 .0 0 74.21L=66.7342.2260.95120.00 38.4033.0255.001 2 0 . 0 0 L=57.12L =6 6 .7 3 120.0038.4033.026 5 .0 0 38.40 33.02 55.00 3 3.0 2 L=57.12 120.001 3 4 .3 3 L=41.60L=57.08121.96 124.80 125.0057.0098.1757.0057.0016 7,633 SF 3 7,124 SF 2 7,048 SF 1 8,919 SF 23 9,717 SF 22 11,387 SF 21 9,717 SF 20 11,360 SF 19 10,234 SF 9 7,710 SF 8 7,045 SF 7 6,907 SF 6 6,907 SF 5 6,907 SF 4 6,907 SF 3 6,907 SF 2 6,907 SF 1 10,859 SF 2 6,599 SF 3 6,793 SF 4 8,064 SF 5 8,071 SF 6 6,836 SF 7 6,835 SF 8 6,835 SF 9 8,071 SF 10 8,839 SF 11 9,767 SF 12 8,833 SF 120.005 7 .8 7120.0050.73120.00 57.84120.00 120.00 71.1960.25120.00 120.00 60.2560.25120.00 71.1912 0.00 71.201 1 9.7 9 51.8395.8745.001 2 0.0 0 1 1 9.8 836.4653.191 2 1.0 0 161.281 2 1.0 053.19121.0053.1953.19121.00 121.0053.19121.0053.1959.82121.00 121.0076.27120.07L=65.99L=55.60L=55.621 2 5.0 0 1 2 5 .0 0 68.3268.141 25.00 L=55.73 L=55.7 63.15 53.60 62.18 128.84125.16125.2163.15 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: 10/19/2020 - 5:03pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.05 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) Drawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG03-09-2020-------COMMUNITY STREET ADDRESS CITY, MN WOODWARD CUSTOMER -- --7FRONT ELEVATION (3 UNIT) AFront Elevation Plan ADrawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG03-09-2020-------COMMUNITY STREET ADDRESS CITY, MN WOODWARD CUSTOMER -- --8SIDE & REAR ELEVATION (3 UNIT) A Rear Elevation PlanSide Elevation PlanSide Elevation Plan Drawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG3-16-2020WPT0900WOODWARD PONDS TBD COTTAGE GROVE, MN WOODWARD BUILDING 9 -- --6FRONT ELEVATION A3/16"=1'-0"1FRONT ELEVATION ADrawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG3-16-2020WPT0900WOODWARD PONDS TBD COTTAGE GROVE, MN WOODWARD BUILDING 9 -- --7SIDE & REAR ELEVATION A 3/16"=1'-0"1REAR ELEVATION3/16"=1'-0"3SIDE ELEVATION3/16"=1'-0"2SIDE ELEVATION DATE PROJ. NO.Plot Date: 10/20/2020 - 3:32pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970EXH_PROPENSPACE.dwgXrefs:, 193802577XSPV - PH 1, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROPOSED OPEN SPACE AREA M/I HOMES RUSH CREEK RESERVE 10/19/20 193804970 FIGURE OS-2 TOTAL AREA = 103.27 AC OPEN SPACE AREA 47.41 AC PERCENT OF OPEN SPACE = 45.9% DATE PROJ. NO.Plot Date: 10/19/2020 - 3:06pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970EXH_PRTREEPRES.dwgXrefs:, 193802577XSPV - PH 1, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSPV - PH 2, 193804970_07-20-2020_trees_gps_survey 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com TREE PRESERVATION COMPARISON M/I HOMES RUSH CREEK RESERVE 10/19/20 193804970 FIGURE OS-2 PROPOSED TREE REMOVAL PLAN APPROVED TREE REMOVAL PLAN OVERLAP AREA OF PROPOSED AND APPROVED TREE REMOVAL East line of the SoutheastQuarter of Sec. 23, Twp. 119,Rng. 231844.37S00°05'35"W1 3 2 .1 2 N 3 6 °1 7 '1 2 "W 471.40 471.40 471.40 E X C E P T I O NE X C E P T I O N E X C E P T I O N 518.60 990.00 E X C E P T I O N West line of the SoutheastQuarter of Sec. 23, Twp. 119,Rng. 23 6 6.0 0 F O O T RI G H T O F W A Y P E R H E N N E PI N C O U N T Y S T A T E AI D H I G H WA Y N O . 1 0, P L A T 8 F O R C .S.A. H . 1 0 ( D O C . N O . 3 8 6 7 0 1 3) SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) Northeast corner of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23 North line of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23 518.62 N89°26'36"W FND 1/2 IP OPEN FND IP RLS 12755 FND IP FND 1" IP FND IP RLS 10938 1 2 3 5 6 7 8 9 10 11 1 2 3 4 65 2 3 4 5 6 16 17 20 12 9 13 5 8 4 3 2 1 1918 1415 1110 76 2 1 87 5 4 3 6 9 OUTLOT A OUTLOT B OUTLOT C 1 OUTLOT F 7 9 T H AV E .4963.885 1 3 .6 7 R = 5 6 9 5. 7 7 Δ = 0 5 ° 1 0'0 2 " 1 0 8 8.0 2 N 4 1 ° 2 7'1 4 "W792.00OUTLOT D OUTLOT E OUTLOT H S89°36'01"E 3385.21 26.87N46°43'16"W499.76 N55°01'54"W 111.43R=1638.52Δ=03°53'48"533.00S00°03'25"E300.00 S89°56'35"W N00°03'25"W849.88776.35S00°05'35"W125.00N68°58'36"W 19.38N29°31'00"E1 0 8 .9 0 N 7 6 °3 4 '3 6 "W 2 .4 5 N 2 9 °2 6 '2 4 "E 226.15 N 47°18'36" W139.09S46°26'24"WN29°31'00"E194.1562.67N 89°28'17"W 514.30 R=3545.77 Δ=08°18'38"121.16R =445.48Δ =15°34'58"CB =S15°34'58"E1700.51125.85 N 00°03 '25"W SEE SHEET 2 OF 5 WET LAND WET LAND WET LAND WET LANDWETLAND WET LAND WET LAND WET LAND WET LAND SW CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM)E X C E P T I O N 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 4 5 3 1 2 6 7 8 O U T L O T G 1150.23 SEE SHEET 4 OF 5 SEE SHEET 5 OF 5 SEE SHEET 3 OF 5511.22XYLOID AVE. 7 8 T H P L A C E W A L N U T L A N E WALNUTLANE80THAVE.Drainage & Utility Easement over all of Outlot D Drainage & Utility Easement over all of Outlot E Drainage & Utility Easement over all of Outlot F RUSH CREEK RESERVE 1ST ADDITION VICINITY MAP C.S.A.H . 1 0 C.S.A.H.50 SITE FLETCHERLANESHEET 1 OF 5 SHEETS KNOW ALL MEN BY THESE PRESENTS: That Corcoran Bay Holdings, LLC, a Minnesota limited liability company, owner of the following described property situated in Hennepin County, Minnesota to wit: That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE 1ST ADDITION and does hereby dedicate to the public for public use forever the public ways and the easements for drainage and utility purposes as shown on this plat. In witness whereof said Corcoran Bay Holdings, LLC, a Minnesota limited liability company, hereunto set his hand this ____________ day of _______________, 20___. ______________________________________________ ________________________its____________________ STATE OF MINNESOTA COUNTY OF _____________________ The foregoing instrument was acknowledged before me this ______ day of ________________, 20_____ by ____________________________, _________________________________its_________________. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I hereby certify that this plat of RUSH CREEK RESERVE 1ST ADDITION is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as of the date of the surveyor's certification are shown and labeled on the plat: that all public ways are shown and labeled on the plat. I further certify that this plat was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. ____________________________________________________________ Linda H. Brown, Licensed Land Surveyor Minnesota License Number 23682 STATE OF MINNESOTA COUNTY OF ____________ The foregoing Surveyor's Certificate was acknowledged before me this _______ day of ___________________, 20__ by Linda H. Brown, Licensed Land Surveyor. Minnesota License Number 23682. ________________________________________(Notary Signature) ________________________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE 1ST ADDITION was approved and accepted by the City Council of Corcoran, Minnesota, at a regular meeting thereof held this _____ day of _________________, 20___. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minn. Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor by__________________________________________________________ City Clerk By___________________________________________________________City Engineer BEARING ORIENTATION BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 119N, RANGE 23W, WITH A BEARING OF SOUTH 89 DEGREES 36 MINUTES 01 SECONDS EAST. PLUG INSCRIBED WITH "STANTEC 23682" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES IRON MONUMENT FOUND GRAPHIC SCALE IN FEET 0 200 400 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT 105 510 BEING 10 FEET IN WIDTH AND ADJOINING STREET RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NTS) RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that the taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ________________, 20_____. Mark V. Chapin, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _____ day of_________________, 20____. Chris Mavis, County Surveyor by _______________________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE 1ST ADDITION was recorded in this office this ______day of _______________ 20_____, at _______o'clock ___M. Mark McCormick, County Recorder by ___________________________________ Deputy N 3 6 ° 1 7'1 2 "W1 3 2 . 1 2 N89°36'01"W 2210.00N89°36'01"W 1175.21N 46°43'16" W 26.87 L =514.30 R = 3545.77 Δ = 8°18'38" N55°01'54"W 449.76 L=111.43 R=1638.52 Δ=3°53'48"S0°03'25"E533.00S89°56'35"W 300.00 S0°03'25"E849.88L = 5 1 3.6 7 R = 5 6 9 5 .7 7 Δ = 5 ° 1 0'0 2 " N 4 1 ° 2 7'1 4 " W 1 0 8 8.7 3 N46°26'24"E 136.78 S47°18'36"E 226.15 S76°34'36"E 108.90 S29°31'00"W 19.38 S68°58'36"E 125.00 S29°31'00"W 194.15 L=121.16R=445.4 8Δ=15°34'5 8 " N89°28'17"W 62.67N0°05'35"E776.35S89°26'36"E 518.62 N0°05'35"E1844.37>>>>>>>>>>>>>>>>O H P XXX X 7 6 5 4 3 2 1 9 8 1 2 3 4 5 2 1 3 1213 6 7 8 9 10 11 14 15 16 17 3 2 1 5 4 20 18 17 19 16 15 1412 13 7 118910 5 6 3 4 21 16 151413 17 12111098 7 6543 2 1 14131211768910 54 3 2 1 1211109876543 2 1 9876543 2 1 65432 1 181716 3 15 14 13 11 12 9 10 8 7 6 5 4 1 2 1 2 3 4 5 7 6 9 8 10 11 13 1412 5 13 12 11 10 1 9 8 2 4 7 3 10 9 12 13 14 15 16 7 6 8 18 17 3 5 2 4 1 7 651423 6 7 8 5 3 4 1 2 9 11 12 10 13 22 23 21 15 16 19 18 17 14 1 2 3 4 2 3 1 5 6 4 9 10 7 8 1 2 3 4 5 6 ROAD A ROAD B ROADC R O A D C ROADDR O A D D R O A D D R O A D E R O A D F ROADCR O A D G R O A D F ROADFROADI85050 50 505050 50 5050 5 0 50 5 0 505050 50 50 50505050 505 0 50 50 R=60 R =6 0 R=604 2.5 4 2.5 8 5 505045 50 4515 78 910 1211 1314 5 6 1 2 43 4 12 3 7 65 8 9 6 60BLOCK 1 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 9622.81 6600.00 8117.32 9414.13 9324.28 9456.06 9927.58 9324.28 18462.07 BLOCK 2 LOTS 1 2 3 4 5 AREA/SQ FT 6888.93 6868.79 6870.00 7228.45 13996.66 BLOCK 3 LOTS 1 2 3 AREA/SQ FT 9577.29 6600.00 6555.77 BLOCK 4 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AREA/SQ FT 12801.12 7800.00 7800.00 7861.22 10191.41 9170.97 9819.64 11036.15 11036.15 11036.15 11036.15 9499.25 11857.04 7800.00 7800.00 7800.00 10688.85 BLOCK 5 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 AREA/SQ FT 8426.57 8408.40 8162.39 8115.36 8116.42 8116.67 8094.75 8434.39 8429.28 8429.28 8429.28 8429.28 11490.94 12254.40 9351.76 9400.74 9400.74 9392.06 9418.47 9593.00 BLOCK 6 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AREA/SQ FT 7800.00 8867.53 11845.96 8099.13 8735.95 8602.50 8213.01 8368.79 8241.59 8264.84 8405.55 8551.72 8542.12 8731.36 8715.49 8731.44 8719.54 BLOCK 7 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AREA/SQ FT 10800.00 7968.97 8214.80 8411.96 8411.96 8178.24 8416.29 8416.29 8178.24 8411.96 8411.96 8178.24 8369.50 10435.31 BLOCK 8 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 AREA/SQ FT 10800.00 7992.67 8167.83 8167.83 8167.83 8167.83 8167.83 8167.83 8167.83 8093.77 8139.34 11768.60 BLOCK 9 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 13529.88 8429.28 8429.28 8429.28 8429.28 8429.28 8429.28 8429.28 13130.78 BLOCK 10 LOTS 1 2 3 4 5 6 AREA/SQ FT 11337.18 8542.12 8542.12 8542.12 8542.12 10972.23 BLOCK 11 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AREA/SQ FT 11827.49 7849.13 8511.08 7430.90 6837.18 6600.00 6600.00 6600.00 6600.00 6600.00 6600.00 6600.00 6625.06 7097.93 7214.24 7031.47 7008.01 7533.22 BLOCK 12 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AREA/SQ FT 6955.94 6694.09 6626.15 6600.00 6600.00 6600.00 6600.56 6995.05 7219.10 7347.32 7282.97 7477.44 7216.39 8881.17 BLOCK 13 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 AREA/SQ FT 14344.11 6598.13 6600.00 7153.05 8635.75 7950.00 6600.00 6600.00 6947.32 7839.14 7302.88 6600.00 11887.02 BLOCK 14 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AREA/SQ FT 10064.92 6608.18 6600.00 7076.20 7626.67 10088.47 8331.71 7381.80 6875.00 6875.00 7631.70 8240.70 6921.30 6875.00 6875.00 6875.00 7003.18 11565.76 BLOCK 15 LOTS 1 2 3 4 5 6 7 8 AREA/SQ FT 12795.84 10528.73 9794.09 10986.54 13501.00 18564.66 20182.26 12943.45 BLOCK 16 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 AREA/SQ FT 9774.33 9000.00 9000.00 9000.00 9714.22 10325.89 10000.58 10032.78 9981.76 9981.76 9981.76 10028.68 10179.53 10210.88 9518.60 9651.07 9872.97 9607.32 14267.07 12005.05 12153.70 12755.28 12755.28 BLOCK 17 LOTS 1 2 3 4 AREA/SQ FT 10864.08 9410.60 9437.60 9719.13 BLOCK 18 LOTS 1 2 3 4 5 6 AREA/SQ FT 9607.31 9151.53 9110.96 9387.14 9766.23 9734.70 BLOCK 19 LOTS 1 2 3 4 5 6 7 8 9 10 AREA/SQ FT 12764.38 9127.69 9514.72 9524.09 9347.32 9347.32 9335.57 9928.06 10760.45 10257.83 BLOCK 20 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 25296.60 BLOCK 21 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AREA/SQ FT 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 86862.68 OUTLOTS OUTLOTS A B C D E F G H I J K L M N AREA/SQ FT 5925.89 40838.20 176255.78 21389.72 29963.80 121212.65 37356.73 43657.01 25210.32 4651.98 3148.77 87208.31 12569.93 599409.89 O P Q R 29140.02 8721.41 4168.36 22166.73 S T U V 3735.93 150350.58 69626.26 1930.08 W 14606.59 X Y Z 566.02 64585.73 51585.74 AA 2666.70 OUTLOTS OUTLOTS AREA/SQ FT OUTLOTS OUTLOTS AREA/SQ FT SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 11/21/2014 - 11:35amDrawing name: V:\1938\miscellaneous\193802577\CAD\Dwg\193802577V401.dwgXrefs:, 193802577XSPV, 193802577XBRD, 193802577XSXV, 193802577XSXT, 193802577V301TOPO, 193802577XSXW, 193802577XSXV200SCALETHE 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.PEACHTREE PARTNERSSAWGRASS, CORCORAN, MN 193802577 N 0 200 400 Legal Description per Title Commitment File No. 37676 Tract A: That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels (Parcels 1 through 7): Parcel 1: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. Parcel 2: The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. Parcel 3: All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. PRELIMINARY PLAT OF SAWGRASS Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: Peachtree Partners David Newman 1521 94th Lane NE Minneapolis, MN 55449763-792-8975 Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development) Total Acreage of Plat = 103.32 Acres+/- E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119 R23 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF SEC. 23, T119, R23 NE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (BROKEN PK NAIL) E. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) S. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SW CORNER OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 CENTER LINE OF COUNTY ROAD #10 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 OUTLOT A OUTLOTBOUTLOT C OUTLOT D O U TLO TEO U TLO TFOUTLOTGOUTLOTH OUTLOT I 11 OUTLOTOO U TLO TPOUTLOT M OUTLOT N VICINITY & ZONING MAP C.S.A.H.10 C.S.A.H.50 SITE ZONED UR ZONED RMF-3 Parcel 4: All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. Parcel 5: All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Parcel 6: Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Parcel 7: Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. Tract B: The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. Tract C: That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. Hennepin County, Minnesota Abstract Property V4.01 PRELIMINARY PLAT MM REH LHB LHBSURVEYORMINNESOTALINDA H. BROWN23682SEE SHEET V4.02 FOR LEGEND OUTLOTK OUTLOT L O U T L O T Z OUTLOT R OUTLOTQOUTLOT S OUTLOT Y OUTLOT T OUTLOT U OUTL OTVOUTLOT W OUTLOT X O U T L O T A A 20 21 O U T L O T J 1 OUTLOT/EASEMENT 11/19/14 NOTE: ALL PONDS, WETLANDS, AND WETLAND BUFFERS WILL BE PLATTED IN OUTLOTS AND DEDICATED AS DRAINAGE AND UTILITY EASEMENTS IN THE FINAL PLAT. Single Family Lots Garage Frontage Total Detached Single-Family: 177 lots Designated lots for Single-Family Product: 46 lots Blue area designated for Premier Single-Family product, which is 26% of the total detached single-family lots. Flexibility is need to have 3-car garages in Single-Family area designated above, otherwise only 2-car garages would be available. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kevin Shay through Kendra Lindahl, Landform DATE: November 17, 2020 for the November 23, 2020 City Council Meeting RE: Final PUD Development Plan and Final Plat for U.S. Home Corporation (dba Lennar) for Ravinia 15th Addition (City File 20-033) 60-Day Review Deadline: November 29, 2020 1.Application Request Lennar submitted a request for approval of a final plat and final PUD development plan with a PUD amendment for “Ravinia 15th Addition” to allow 44 single-family detached home lots. 2.Planning Commission Review The Planning Commission reviewed this item at their November 5th meeting. The applicant was the only one present to speak on the item. The Planning Commission voted 4-0 to recommend approval of the request. 3. Context Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD development plan is limited to whether the proposed plan is in substantial conformance with the approved 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 and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. Background The City Council approved the Ravinia rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. The Final PUD Development Plan and Final Plat for Phase I was approved by City Council on April 24, 2014. Agenda Item: 9b. Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 2 November 23, 2020 There have been fourteen phases of Ravinia granted final approval and several PUD amendments since the 2014 approval. 4. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer’s comments are incorporated into this staff report and resolution and the detailed comments are included in the attached engineering memo dated October 28, 2020. Staff has included a condition that the applicant must comply with the memo. The applicant is requesting approval for 44 65-foot lots for Landmark homes. Final PUD Development Plan Architecture The 15th Addition will feature the Landmark style homes. Each home must be consistent with the previous Ravinia approvals. Streets The streets shown have a 50-foot right-of-way. The streets are continuing the naming from the 13th Addition. Parking will be allowed on one side of these local streets. Street Lights The street lighting plan shows ornamental poles located at each intersection and mid-block. This is consistent with the previous Ravinia phases. Driveway Locations Driveway locations are indicated on the plans submitted. Staff will review the driveway location to ensure that there are no conflicts with planned infrastructure and landscaping. Staff will also review the plans to ensure that there is a minimum of 22 feet between the garage and the right-of-way. Setbacks The previous phases have approved the following dimensional requirements for the 65-foot wide lots: Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 3 November 23, 2020 Approved 65- foot lots Front, From County Road 101* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side 5 feet Rear 25 feet Maximum Principal Building Height 35 feet Sidewalks and Trails The plans show sidewalks on one side of the street as required. Landscaping The applicant’s plans show 103 trees where 44 are required for the residential lots. Each of the single-family homes has one tree per lot. The additional trees provided are planted in the rear yard or side yard of the homes adjacent to Gleason Parkway and surrounding the monument sign. As a condition of approval, no certificate of occupancy will be issued for a home that does not have a street tree planted. Signage A sub-monument sign is proposed at the entrance off Gleason Parkway. This sign is consistent with the master sign plan approved with the preliminary Ravinia submittals. Mail Delivery Two centralized mailbox locations are shown on the landscape plans. The location of mailboxes must be approved by the US Postal Service. The applicant will need to provide proof of the approved location to the City. PUD Amendment The applicant is requesting approval of a PUD amendment for the following: • Elimination of the cul-de-sac on Annabelle Lane to allow an additional lot. Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 4 November 23, 2020 • Remove the landscape median where Annabelle Lane intersects with Gleason Parkway. Staff is supportive of the amendments as they allow increased roadway efficiency and do not conflict with the original plans. Final Plat The applicant is requesting approval of a final plat to create 44 lots. If this subdivision is approved, it would bring the total number of platted lots to 485 of 484 approved (one additional lot created with this approval): • Phase 1 = 38 Units • Phase 2 = 36 units • Phase 3 = 27 units • Phase 4 = 44 units • Phase 5 = 47 units • Phase 6 = 23 units • Phase 7 = 36 units • Phase 8 = 21 units* • Phase 9 = 49 units • Phase 10 = 26 units • Phase 11 = 14 units** • Phase 12 = 0 units • Phase 13 = 47 units • Phase 14 = 33 units • Phase 15 = 44 units Total Units = 485 units (100% of the approved lots) Figure 1-Current Plan Figure 2-Approved Preliminary Plan Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 5 November 23, 2020 *The Ravinia 8th Addition added land and units to the Ravinia project and the total increased from 449 to 470 units and 268.07 gross acres to 274.07 gross acres. **The Ravinia 11th Addition added land and units to the Ravinia project and the total increased from 470 to 484 units and 274.07 gross acres to 279.68 gross acres. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. 5. Recommendation Move to adopt Resolution 2020-89 and Resolution 2020-90 approving the final plat and final PUD plan, subject to the attached conditions. Attachments a. Resolution 2020-89 approving the final PUD development plan b. Resolution 2020-90 approving the final plat c. Location Map d. Engineer’s Memo dated October 28, 2020 e. Site Graphics dated September 4, 2020 f. Final Plat dated September 4, 2020 g. Landscape Plan dated September 14, 2020 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-89 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR “RAVINIA 15TH ADDITION” FOR THE LENNAR CORPORATION (PID 36-119-23-24-0045) (CITY FILE 20-033) WHEREAS, The Lennar Corporation (“the applicant”) has requested approval of a final PUD plan for 44 single family homes on property legally described as: Outlot D, Ravinia 13th Addition WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; 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 final PUD development plan, subject to the following conditions: 1. A final PUD plan is approved to allow the creation of 44 single family lots for Ravinia 15th Addition on 21.92 acres, in accordance with the application materials and plans received by the City on September 4, 2020 and revised materials received on September 15, 2020 and September 30, 2020, except as amended by this resolution. 2. All conditions of the preliminary approvals in Resolutions 2013-60 and 2013-61 remain in place and must be met, except as modified by this resolution. 3. All conditions of the final approvals in Resolution 2014-20, 2014-21 and 2019-33 remain in place and must be met, except as modified by this resolution. 4. Approval is contingent upon City Council approval of the final plat and development contract. 5. The application shall comply with all conditions in the City Engineer’s memo dated October 28, 2020. 6. The following amendments to the General PUD Plan are approved as part of the final PUD plan: a. A total of 44 lots are approved where 43 was initially approved. b. Removal of the landscape median on Annabelle Lane at the Gleason Parkway intersection is approved if the street width is reduced to the standard 50-foot width. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-89 Page 2 of 3 7. The PUD is hereby approved to allow 65-foot wide lots in this plat. All platted residential lots shall comply with the following: 65-foot lots Front, From County Road 101 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side 5 feet Rear 25 feet Maximum Principal Building Height 35 feet 8. All lots must comply with the required wetland buffer and wetland buffer setbacks for all structures, decks and patios. 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans 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, prior to issuance of building permits. 11. The project is subject to the PUD standards, which were amended to allow flexibility in building materials through Resolution 2019-33 and were granted PUD flexibility to allow the face of the garage to exceed 55% of the building face, subject to certain standards as outlined in the PUD approvals. Except: a. The 65-foot lots are approved for all Landmark home types, which are designed with garages flush with the home. 12. Trees shall be planted outside of the right-of-way in the easement to ensure even spacing along the street. 13. All homes must have street trees planted before a certificate of occupancy will be issued. 14. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. 15. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-89 Page 3 of 3 16. The applicant shall provide an encroachment agreement in recordable form for review and approval by the City for the retaining wall in the drainage and utility easement. 17. The applicant shall provide amended HOA documents for City review. These documents shall be recorded with the final plat. 18. The following conditions be met prior to issuance of building permits: a. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 19. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 20. Prior to release of escrow lot monuments shall be installed as required by the Subdivision Ordinance. 21. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been correctly installed and are in compliance with the approved plans and specifications will suffice. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-90 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RAVINIA 15TH ADDITION” FOR THE LENNAR CORPORATION (PID 36-119-23-24-0045) (CITY FILE 20-033) WHEREAS, The Lennar Corporation (“the applicant”) has requested approval of a final plat for 33 single family homes and four outlots on property legally described as: Outlot D, Ravinia 13th Addition NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request for a final plat; and; FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and FURTHER, that the approval is granted based on the following findings and conditions: 1. A final plat is approved to allow the creation of 44 lots and for Ravinia 15th Addition on 21.92 acres, in accordance with the application materials and plans received by the City on September 4, 2020 and revised materials received on September 15, 2020 and September 30, 2020, except as amended by this resolution. 2. Development is subject to the Ravinia preliminary approvals and amendments, except as otherwise amended. 3. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. 4. The applicant shall comply with all requirements of the City Engineer’s memo, dated October 28, 2020. 5. The following conditions must be met prior to release of the final plat for recording: a. The development contract must be executed by the developer and the City and must be filed with the final plat. b. The developer must comply with all conditions in the PUD approvals (Resolution 2020-89). 6. The following conditions be met prior to issuance of building permits: a. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-90 Page 2 of 2 b. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. c. Wetland buffer monument signs must be purchased from the City and installed by the applicant in accordance with the standards in Section 1050.010. d. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 7. The following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee is required to ensure installation per city requirements. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RAVINIA 15TH ADDITION CONTRACT dated ____________________, 2020, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and U.S. Home Corporation (dba Lennar) (the “Developer”). This is an amendment to the Ravinia Development Contract dated June 12, 2014. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Ravinia 15th 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 Exhibit A. 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 Clerk, 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 issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. - 2 – 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within nine (9) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For nine (9) 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. 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 shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated September 4, 2020 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated September 4, 2020 Plan C – Final Tree Preservation and Reforestation Plan, dated October 19, 2019 Plan D – Plans and Specifications for Public Improvements, dated January 2, 2020 Plan E – Final Street Lighting Plan, December 26, 2019 Plan F – Final Landscape Plan, dated December 13, 2019 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall 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 - 3 – 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 done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing 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 specifications 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 and specs. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 11. TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2021, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in phase 15 until 80% of the homes in phase 15 have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. - 4 – 13. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via Gleason Parkway. No construction traffic is permitted on other adjacent local streets. 14. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 15. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they 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. 16. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Contractor’s Certificate • Engineer’s Certificate • Land Surveyor’s Certificate 18. PARK DEDICATION. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling approximately 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 19. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 16.46 net acres (based on pre-developable area) x $6,270.00 per acre = $103,204.20 for Ravinia 15th Addition. 20. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 44 units x $1,195.00 per unit = $52,580.00. The fees shall be paid at the time of building permit. - 5 – The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 21. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 16.46 net acres (based on pre-developable area) x $6,980 per acre = $114,890.80 for Ravinia 15th Addition. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 22. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 44 units x $1,195 per unit = $52,580.00. The fees shall be paid at the time of building permit. 23. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except one model home on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. 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, and the halting of all work in the plat. E. 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. 24. 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. 25. 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 - 6 – 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. 26. 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, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 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. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original approvals, PUD Amendments, including the PUD Final Development Plan (Resolution 2020-89 and Final Plat approval (Resolution 2020- 90), which are attached as Exhibit B. 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 - 7 – C. The Developer shall post a $4,400 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 44 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. D. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. E. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. F. The Developer shall include the “City of Corcoran’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. G. The Ravinia development included multiple undefined FEMA floodplains which required Letter of Map Revisions (LOMR’s). Per LMOR rules, stormwater infrastructure and final grading shall be constructed and documented before finalizing the modeling. Interim floodplain permits have been obtained for individual lots based on elevation (LOMR - F (Fill)). The final step of the process is to formally establish the 100-year floodplains according to FEMA protocols. The developer is responsible for the City costs to facilitate the LOMR and shall provide a $25,000.00 escrow deposit for this effort. 28. 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. 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. - 8 – D. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non-contributory as to any policy maintained by the City. E. Third parties shall have no recourse against the City under this Contract. F. 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. G. 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. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. 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. J. 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. 29. 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 - 9 – 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 land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 30. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider 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. 31. 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 $1,060,584.90 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. The amount of the security was calculated as follows: - 10 – ESTIMATED COSTS City Project Developer ITEM No._______(1) Installed (2) Private (3) Total Street Construction* $473,400.00 $473,400.00 Sanitary Sewer System $153,598.06 $153,598.06 Watermain System $167,127.50 $167,127.50 Storm Sewer System $156,347.50 $156,347.50 Boulevard and Drainage Swale Sod $0 $0 Pond Construction $0 $0 Rain Garden $0 $0 Street and Traffic Control Signs $0 Sidewalk Improvements $0 Trail Improvements $0 $0 Landscaping $31,550.00 $31,550.00 Street Lighting $0 Site Grading & Drainage Imp.** $0 $0 Setting Iron Monuments $0 $0 Tree Preservation and Reforestation $0 Wetland Buffer Monuments $0 SUB-TOTAL: $982,023.06 $982,023.06 Design, Admin, Insp, As-Builts (8%) $78,561.84 $78,561.84 Total: $1,060,584.90 $1,060,584.90 Total Project Cost $1,060,584.90 (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. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 32. This breakdown is for historical reference; it is not a restriction on the use 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 if the security is allowed to lapse prior to the end of the required term. 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 amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) - 11 – iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 33. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Water Supply Trunk line area charge (TLAC) $ 103,204.20 Sanitary Sewer Trunk line area charge (TLAC) 114,890.80 Engineering Escrow 60,000.00 LOMR 25,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ 303,095.00 34. 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. CITY OF CORCORAN: BY: ______________________________________ Ron Thomas, Mayor (SEAL) AND _____________________________________ Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Ron Thomas and by Brad Martens, 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 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. 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 MORTGAGE 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 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as RAVINIA 15TH ADDITION Outlot D, Ravinia 13th Addition EXHIBIT “B” TO DEVELOPMENT CONTRACT APPROVING RESOLUTIONS Hennepin County Property Map Date: 10/28/2020 Comments: 1 inch = 400 feet PARCEL ID: 3611923240045 OWNER NAME: U S Home Corporation PARCEL ADDRESS: 52 Address Pending, Corcoran MN 00000 PARCEL AREA: 21.92 acres, 955,046 sq ft A-T-B: Both SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Vacant Land-Residential HOMESTEAD: Non-Homestead MARKET VALUE: $969,000 TAX TOTAL: $16,737.94 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Vacant Land-residential HOMESTEAD: Non-homestead MARKET VALUE: $1,000 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works From: Kent Torve, PE Nick Wyers Rowdy Schmidt Date: October 28, 2020 Subject: Ravinia – 15th Addition Plan Review Lennar submitted plans for the Ravinia development 15th Addition for City of Corcoran review. Plans dated September 3rd, 2020 have been received September 3rd, 2020 for the proposed Ravinia development. The following comments are regarding the plans submitted and should be considered and addressed. Additional reviews are to be expected as the project moves forward. Please provide written response to this review memo. City is reviewing all previous Developer’s Agreements and EAW, etc. to ensure all requirements of the development are acknowledged since this is the last phase of the development 1.0 Transportation 1.1 Annabelle Lane is wider at entrance to Gleason Parkway. Median is shown shown in preliminary plat, but not in this phase. Coordinate with City staff for final street layout. 1.2 Label curb radii 1.3 Dimension street width in cul-de-sac 1.4 Draintile to be extended on Annabelle Lane and Coach House Lane to be 250’ from low point catch basin. 2.0 Water 2.1 Relocate 12” butterfly valve on Annabelle Lane midblock to the north end of the phase 2.2 Relocate 12” butterfly valve on the south side of Annabelle Lane and Coach. House Lane intersection to the north side of the intersection 2.3 Relocate 8” gate valve on Coach House Lane midblock to the north end og the phase 2.4 Relocate 8” gate valve on Coach House Circle to the north side of the tee at Coach House Cir and Coach House Lane 2.5 Lower watermain on Annabelle Lane to match hydrant elevation at MH 4 (1004.4) 2.6 Install hydrant at high point on Coach House Lane 2.6.1 Hydrant spacing to be reviewed after high point hydrant has been added. Engineer’s Memo October 28, 2020 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20033 - Ravinia 15th FP and FPUD\Rav 15 Plan Review #1_2020_1028.docx 2.7 12” valves on Annabelle Lane to be called out as butterfly valves. 3.0 Grading and Stormwater Storm Sewer 3.1 Show watermain and sanitary sewer crossings on storm sewer profiles. 3.2 Eliminate drops or provide additional justification fall all drop manholes including but not limited to: 3.2.1 CBMH 5 3.2.2 CBMH 7 3.3 Add not to plans that states “invert to be poured in storm sewer structures to connect the upstream and downstream pipe with a straight grade.” 3.4 Show CBMH 11 on profile view 3.5 Provide additional 10’ of easements on Lots 9, 10, and 11 Block 1 to cover deeper storm sewer. 3.6 CBMH 11 and CB 15 rim elevation do not match finished surface in profile. Provide revised profiles. Stormwater 3.7 Submit storm sewer calculations for the south storm sewer. 3.8 Drainage areas in the in the Hydroflow Rational method analysis do not match the drainage areas in the construction plans. Revise drainage areas and calculations to verify pipe capacity is met. Grading 3.9 Provide easements on grading plan. 3.10 Provide EOF elevation for Lots 11-15 Block 1 3.11 Provide swale or berm on Lot 3 and Lot 4 Block 1 to keep drainage on Lennar property. 3.12 Revise grading plan to provide minimum 2% swale on Lot 6 and Lot 7 Block 1. 3.13 Revise Grading at Coach House Circle. Pedestrian ramps are low points in road. 3.14 Provide spot elevations for swale between Lot 3 and Lot 11 Block 1 to ensure minimum drainage. Drainage to be reviewed after spot elevations are provided. 3.15 Center drainage swale in the easement of Block 3 rear yards. 3.16 Center drainage swale in the easement between Lot 7 and Lot 8 Block 3. 3.17 Provide lot corner elevation on Lot 1 Block 1 and Lot 1 Block 3 of Ravinia 13th. 3.18 Provide side yard drainage swale between the following lots to maintain drainage onsite: 3.18.1 Block 1 to be reviewed after spot elevations are provided 3.18.2 Lot 1 Block 3 and Lot 1 Block 3 of Ravinia 13th Addition 3.18.3 Lot 1 and Lot 2 Block 3 Engineer’s Memo October 28, 2020 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20033 - Ravinia 15th FP and FPUD\Rav 15 Plan Review #1_2020_1028.docx 3.18.4 Lot 11 and Lot 12 Block 3. Revise contours and lot corner elevation to ensure minimum drainage. 3.18.5 Lot 17 Block 3 and Lot 4 Block 3 of Ravinia 13th Addition 4.0 Erosion Control 4.1 City of Corcoran is an MS4 city and site visits to be conducted weekly. 5.0 General 5.1 Submit street sign plan to be reviewed by City Staff. 5.2 Lighting plan to be reviewed by City Staff. 6.0 Plat 6.1 Encroachment agreement to be required on retaining wall in drainage and utility easement along west property edge. 6.2 Provide blanket drainage and utility easement over all outlots. 6.3 Revise easements to cover entire drainage swale on Lots 12-15 Block 1. 6.4 Provide easement documentation for Tabor driveway easement, or verification of documented easement. Existing Home 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242526 27 2829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5960 61 62 63 64 65 6667 68 69CARRIAGE WAYBRIDLE PAT H BR I D L E P A T H STEEPLECHASELANECIRCLEBLUESTEMSAGE LAN E GLEASON PARKWAY CAR RI A G E W A Y BIRDLE PATHGALLOWAY CIRCLE ANNABELLE LANE SNOWBERRY COURTME A DOW R U E C O U R T STEEPLE G O L D E N R O D LUPINE L A N E L U P I N E L A N E CHASE L A N E T R A I LSTEEPLECHASELANE LANELAR K S P U R COURTLARKSPURPADD O C K L A N E S O R R E L C T . PENN Y R O Y A L C T . GLEASON PARKWAY SUNFLOW E R PRIM R O S E LANEWIL D F LOW E R TR A I L LARKSPURLANER O A D 2 SEE SHEET 2 PHASELIMIT Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Planting NotesPlanting Details Mailbox Unit (Post Mount) PHASE 15LIMIT PRIOR PHASELANDSCAPING (TYP.) SEE MAILBOXDETAIL (32 BOX) SEE CUL-DE-SACDETAIL (TYP.) SEE SUBMONUMENTDETAILPREVIOUS PHASELANDSCAPING (TYP.) Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phase 15 Final Tree Schedule Phase 15 Final Understory Plant Schedule Mailbox Unit (Typ. of 2) Monument Column Detail (Typ. of 1) · 1"= 20' 1"= 20' · Cul-de-sac Detail (Typ. of 1) 1"= 20' · 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kevin Shay through Kendra Lindahl, Landform DATE: November 17, 2020 for the November 23, 2020 City Council Meeting RE: Preliminary Plat for Tessmer and Weber Properties (PID 07-119-23-22-0001 and 07- 119-23-21-0002) (city file no 20-037) 120-Day Review Deadline: February 11, 2021 1.Application Request Kevin Anderson has submitted a request for a Preliminary Plat to create three lots and one outlot from two existing lots. The proposal is to plat the existing 23825 Tessmer Road and 10005 County Road 19 properties. 2.Planning Commission Review The Planning Commission reviewed this item at a public hearing on November 5th. There was no one present to speak on this items. The Commission voted 4-0 to recommend approval. 3.Context Level of City Discretion in Decision-Making The City’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Comprehensive Land Use Regulations. If it meets these standards, the City must approve the preliminary plat. Zoning and Land Use The subject properties are guided Rural / Ag Residential in the 2040 Future Land Use Plan and zoned Rural Residential. The properties to the south, east and north are guided Rural / Ag Residential and zoned Rural Residential. The property to the west is located in Greenfield. Natural Characteristics of the Site There is a large wetland area on the southern portion of the property. A wetland Delineation has been submitted and requires review and approval from the LGU prior to submittal of a final plat. Agenda Item: 9c. Tessmer Addition (20-037) 2 November 23, 2020 4. Analysis of Request Preliminary Plat The applicant is proposing a preliminary plat that will create three lots and one outlot from the existing Tessmer and Weber parcels. One lot will retain the existing home and associated farm buildings. Two lots will be created for new single-family homes with an outlot for future development. The outlot is currently farmed and the applicant has indicated the owner’s intent to continue to the farm that parcel. The Tessmer and Weber properties have a total of eight development rights. The applicant is proposing to create three lots and one outlot, with each retaining one development right. There are four remaining development rights and the applicant will need to indicate, prior to final plat, where the remaining development rights should be assigned. Access/Streets The proposed homes will have access from Tessmer Road. Each driveway will need to be outside of the side yard drainage and utility easements. Hennepin County has provided a letter requesting additional right of way for County Road 19. Staff is not recommending taking additional right of way at this time and would instead recommend that the right of way be reviewed when development is proposed on the Weber property. Lot Standards The proposed lots on the preliminary plat exceed the minimum lot size, lot width and lot depth standards in the zoning ordinance for the RR district. The proposed home locations comply with the setback standards in the zoning ordinance. The proposed eastern lot line for Lot 1 creates a setback conflict with the existing shed. The lot line should be moved to allow the existing shed to comply with the setback standards or the shed should be removed. Wetlands A wetland delineation report was submitted for proposed Lots 1, 2 and 3, however, that application must be approved by the LGU prior to submittal of a final plat application. Section 1050.010 of the Zoning Ordinance provides standards for wetlands. The wetland on-site is defined as a medium quality wetland on site, which requires a 25-foot average wetland buffer and a 15-foot buffer setback. The wetland buffer on the western side of Lot 1 should be averaged to eliminate the encroachment into the buffer and minimize the encroachment of the existing barn within the wetland buffer setback. Additional buffer monuments are needed to indicate the boundary of the wetland on Lots 1 and 3. Tessmer Addition (20-037) 3 November 23, 2020 A wetland buffer planting plan needs to be submitted for review and approval by the City to ensure the wetland buffer is properly established prior to building permits being released. Wetland buffer monuments must be installed for all three lots prior to issuance of a building permit. Where the City and ECWMC differ in standards, the applicant shall comply with the more restrictive standard. Floodplain The plat needs to be revised to indicate the boundary and classification for the FEMA floodplain area in the southwest corner of Lot 1. Easements The plat needs to be revised to include drainage and utility easements on the perimeter of each lot and over all wetlands, wetland buffers, ponds and outlots. Landscaping Each single-family residential lot is required to have one tree. The applicant needs to provide a depiction of where the required tree will be placed. Utilities This site is located outside of the MUSA boundary and will be served by individual water wells and septic sites. Septic locations were approved on November 10th by the Hennepin County Public Health Department. Park Dedication Requirements Under the current ordinance, park dedication is only taken for newly created lots. The existing Lot 1 of the Tessmer Addition is an existing developed lot and is exempt from park dedication. Therefore, park dedication is due for the two newly created lots with this plat. There is no park land planned on this site, therefore, staff recommends cash-in-lieu of land for this site. For residential developments, the cash in lieu of land fee has been calculated based on the per capita share of park system costs at $4,628 per single family unit (2 x $4,628 = $9,256). Park dedication is due prior to release of the final plat for recording. The fee will be based on the fee schedule in place when the final plat is submitted. Conclusion Staff has reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and Subdivision Ordinance and finds that the plat is consistent with ordinance requirements. Tessmer Addition (20-037) 4 November 23, 2020 5. Recommendation Move to adopt Resolution 2020-91 approving the preliminary plat, subject to the attached conditions. Attachments a. Resolution 2020-91 approving the preliminary plat b. Location Map c. Engineer’s Memo dated October 28, 2020 d. Preliminary Plat dated October 15, 2020 e. Hennepin County Memo dated November 4, 2020 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-91 Page 1 of 3 Motion By: Seconded By: APPROVING PRELIMINARY PLAT FOR JAMES AND RACHEL TESSMER AND KEITH AND JODY WEBER ON THE 76.9-ACRE SITE AT 23825 TESSMER ROAD AND 10005 COUNTY ROAD 19 (PID 07-119-23-22-0001 AND 07-119-23-22-0002) (CITY FILE 20-037) WHEREAS, Kevin Anderson (“the applicant”) has requested approval of a preliminary plat to create 3 lots and one outlot from two existing parcels totaling 76.9-acres and legally described as: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a duly called Public Hearing and recommends approval, and; 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 preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of three lots and one outlot, in accordance with the application materials and plans received by the City on September 21, 2020 and revisions received October 13, 2020, except as amended by this resolution. 2. The applicant shall comply with all conditions in the City Engineer’s memo dated October 28, 2020. 3. A wetland delineation report must be submitted to the LGU and approved prior to submittal of a final plat application. 4. The applicant must comply with all wetland buffer requirements for all three lots: a. The wetland buffer on the west side of Lot 1 should be averaged to eliminate the encroachment of the existing barn in the wetland buffer and eliminate or minimize the impact in the wetland buffer setback. b. A wetland buffer planting plan in compliance with Section 1050.010, Subd. 8C shall be submitted for review and approval. c. Additional wetland buffer monuments shall be included on the plat to indicate the wetland boundary on Lots 1 and 3 as required by Section 1050.010, Subd. 7. Final location must be submitted for review and approval by staff. d. Wetland buffer monuments shall be installed on all three lots prior to issuance of building permit. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-91 Page 2 of 3 e. The developer must install the wetland buffer plantings prior to release of any escrow and prior to issuance of building permits for any of the lots. 5. Drainage and utility easements must be provided on the perimeter of each lot (10-foot front and 5-foot side and rear) and over all wetlands, wetland buffers, ponds and outlots. 6. Prior to final plat the applicant must provide a letter clarifying where the four remaining development rights should be assigned. 7. All driveways must be located outside of the drainage and utility easements on side lot lines. 8. The common lot line between lots 1 and 2 shall be moved to ensure that the existing shed on Lot 1 complies with the setback standards or the shed shall be removed. 9. Park dedication shall be cash in lieu of land in accordance with the park dedication policy in place when the final plat is released for recording. a. Park dedication is due for the two new lots. 10. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-91 Page 3 of 3 ATTACHMENT A Tessmer Parcel That part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northwest Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota, except the following: Commencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing South 00 degrees 32 minutes 07 seconds West, along the east line of said Northeast Quarter, a distance of 171.02 feet to the point of beginning of the line to be described; thence South 89 degrees 46 minutes 12 seconds West 1352.12 feet; thence South 00 degrees 32 minutes 07 seconds West 730.07 feet; thence South 89 degrees 46 minutes 12 seconds West 251.76 feet; thence South 38 degrees 33 minutes 28 seconds West 545.67 feet to the south line of said Northwest Quarter and said line there terminating. Weber Parcel That part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northwest Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota, lying southerly and easterly of the following described line: Commencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing South 00 degrees 32 minutes 07 seconds West, along the east line of said Northeast Quarter, a distance of 171.02 feet to the point of beginning of the line to be described; thence South 89 degrees 46 minutes 12 seconds West 1352.12 feet; thence South 00 degrees 32 minutes 07 seconds West 730.07 feet; thence South 89 degrees 46 minutes 12 seconds West 251.76 feet; thence South 38 degrees 33 minutes 28 seconds West 545.67 feet to the south line of said Northwest Quarter and said line there terminating. Hennepin County Property Map Date: 10/27/2020 Comments: 1 inch = 800 feet PARCEL ID: 0711923220001 OWNER NAME: James M Tessmer PARCEL ADDRESS: 23825 Tessmer Rd, Corcoran MN 55357 PARCEL AREA: 38.21 acres, 1,664,433 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $360,400 TAX TOTAL: $3,387.78 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $378,900 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - ENGINEER’S MEMO To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: October 28, 2020 Subject: Tessmer Weber Preliminary Plat Plans with revisions dated 10-23-2020 show a proposal for 3 rural residential lots on 38 +/- acres on Tessmer Road. Lot 1 is shown as the existing farmstead 1. General Provide documentation from Elm Creek WMO about permitting requirements, or exemption from needing a permit. Provide wetland (WCA) approval. Septic site approvals are under the authority of Hennepin County. Tessmer Road is a local road in the 2040 Comprehensive Plan (see Map 6-2 page 93). The west property boundary of Lot 1 is City of Greenfield and at that point the road name changes to Harff Road. 2. ROW The 40-foot half ROW is acceptable as shown, however lot corners and lots shall be adjusted on the plat to reflect (not include) the ROW. An easement exists, however the County request to formalize can be deferred until develops. Applicant may choose to convert to ROW. 3. Grading and Drainage Final plan shall show side yard drainage swales for proposed grading for Lots 2 and 3. Extreme event road overtopping water elevation for shared wetland across Lots 1, 2 and 3 will occur in ROW north of Lot 1 at elevation 990 (Hennepin County LiDAR). Homes with basement floor of 995 are feasible. Kendra Lindahl City Planner 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20037 - Tessmer PP\Tessmer October 2020.docx o Final plans shall show a surveyed road “spot” EOF elevation for both Lot 1 EOF and the eastern culvert under Tessmer Road. 4. Demolition Plan Additional farmstead structures are visible on Lot 1 of the County aerial and appear to affect Lot 2. Lot lines will need to be adjusted to comply with setbacks, or a separate demolition/removal plan shall be provided. 5. Easements Driveways and turnarounds (Lots 2 and 3) shall be outside of the 5-foot side yard drainage and utility easements. Show drainage and utility easements over delineated wetland boundaries. Show drainage and utility easements (blanket) over Outlot A. Show and identify the FEMA classification for the floodplain in southwest corner of Lot 1. Applicant shall document that no existing easements need to be vacated. 6. Wetlands All lots shall show wetland buffer signage locations. Lot 1 may have structures within the wetland setback. Review with City Planner. 7. Individual Lot Constraints City will require that individual lot grading/site plans be submitted and approved that show the septic, well, and building setback constraints. This includes driveway culverts. o This clarifies lot constraints for the homeowner at the building permit stage. o Potential private well locations shall be shown with the MDH required setbacks identified. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us November 4, 2020 Ms. Kendra Lindahl, AICP Principal Consultant City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Preliminary Plat Review – Tessmer/Weber properties (Received 10/21/20) County State Aid Highway (CSAH) 19 Hennepin County Plat Review ID #3885 (Reviewed 10/27/20) Dear Ms. Lindahl: Please consider the following county comments in your review of this preliminary plat proposal to subdivide the Tessmer parcel into two single family lots and realign the property boundaries. Access: No access is proposed on CSAH 19. We support the lot configuration in the revised plat, transferring 1,361 feet of frontage from the Tessmer parcel to the Weber parcel. This will ensure any future access for the Weber parcel be directed to Tessmer Road. Should future redevelopment occur, we will request the existing farm access to the Weber parcel be removed. Right-of-way: We request a 10-foot dedication (right of way preferred) along CSAH 19, consistent with the parcels to the north. In addition, we request the existing drainage/utility easement in the southwest quadrant of CSAH 19/Tessmer Road be revised as right of way dedication to provide space for future roadway infrastructure and preserve intersection sight distance. Permits: Please inform the developer that all construction within county right of way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, trail development, and landscaping. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or michael.olmstead@hennepin.us Please contact Jason Gottfried: 612-596-0394, jason.gottfried@hennepin.us for any further discussion. Sincerely, Carla Stueve, PE, PTOE County Highway Engineer 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kevin Shay through Kendra Lindahl, Landform DATE: November 18, 2020 for the November 23, 2020 City Council Meeting RE: Minor Subdivision for St. Therese at 8200 County Road 116 (PID 24-119-23-23-0001) (city file no 20-041) 60-Day Review Deadline: December 21, 2020 1.Application Request Calvin Shelangoski has submitted a request for a Minor Subdivision to create three parcels from one existing parcel. The proposal is to subdivide the existing 8200 County Road 116 property. The City is currently the owner of the property and the minor subdivision will create Parcel A that St. Therese will be purchasing for future development. 2. Context Level of City Discretion in Decision-Making The City’s discretion in approving a minor subdivision is limited to whether or not the minor subdivision meets the standards outlined in the Code. If it meets these standards, the City must approve the subdivision. Zoning and Land Use The subject property is guided Mixed Use in the 2040 Future Land Use Plan and zoned Downtown Mixed Use. The property to the south is guided Mixed Use and zoned Downtown Mixed Use, north and east are guided Low Density Residential and zoned Urban Reserve and west is guided Medium Density Residential and zoned Medium Density Residential. Natural Characteristics of the Site There is a large wetland area on the northern portion of the property. A wetland exemption has been approved for the areas outside of Parcel A, which are not proposed for development. The South Fork Rush Creek runs through the northern portion of the property. Agenda Item: 9d. St. Therese Minor Subdivision (20-041) 2 November 23, 2020 3. Analysis of Request Minor Subdivision The applicant is proposing a minor subdivision that will create three parcels from the existing 8200 County Road 116 property. The northern parcel (Parcel B) will be retained by the City and includes the existing city hall building. The western parcel (Parcel C) will be for creation of a park. The remaining parcel will be created for future St. Therese development. Access/Streets The minor subdivision will provide right-of-way for future roadways to surround the St. Therese site. However, because this is not plat, the applicant will need to provide the right-of-way by a separate recordable document. Lot Standards The proposed parcels created by the minor subdivision exceed the 2 ½ acre minimum lot size requirement to qualify for a minor subdivision and comply with the zoning ordinance standards for the appropriate zoning district. Wetlands A wetland exemption was approved by the City, waiving the requirement for a wetland delineation on proposed Parcels B and C. Future development in the area will require a wetland delineation to be done at that time. Floodplain The minor subdivision needs to be revised to indicate the boundary and classification for the FEMA floodplain area in the northern portion of the existing parcel. Easements A blanket drainage and utility easement must be provided over Parcel A. When development is proposed, the applicant may request vacation of the easement and provide new easements as required for development. Utilities This site is located inside of the MUSA boundary and will be served by sewer and water. Park Dedication Requirements Under the current ordinance, park dedication is only taken for newly created parcels. The newly created Parcel A is subject to the park dedication requirements and is recommended for a cash-in- St. Therese Minor Subdivision (20-041) 3 November 23, 2020 lieu of land. Park dedication will be due with the development of Parcel A according to the fee schedule in place at that time. Conclusion Staff has reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and Subdivision Ordinance and finds that the minor subdivision is consistent with ordinance requirements. 4. Recommendation Move to adopt Resolution 2020-92 approving the minor subdivision, subject to the attached conditions. Attachments a. Resolution 2020-92 approving the minor subdivision b. Location Map c. Engineer’s Memo dated November 13, 2020 d. Minor Subdivision dated October 22, 2020 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-92 Page 1 of 4 Motion By: Seconded By: APPROVING MINOR SUBDIVISION ON THE 78.9-ACRE SITE AT 8200 COUNTY ROAD 116 (PID 24-119-23-23-0001) (CITY FILE 20-041) WHEREAS, Calvin Shelangoski (“the applicant”) has requested approval of a minor subdivision to create 3 lots one existing parcel legally described as: See Attachment A 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 three lots, in accordance with the application materials and plans received by the City on October 22, 2020, except as amended by this resolution. 2. The applicant shall comply with all conditions in the City Engineer’s memo dated November 13, 2020, 3. A blanket Drainage and Utility Easement should be provided over all of Parcel A. a. The easement must be provided in recordable form and submitted for City review and approval. b. The applicant shall apply for vacation of the easement when development is proposed. New easements shall be provided as part of the development. 4. The plans shall be revised to show boundary and classification for the FEMA floodplain area in the northern portion of the existing parcel. 5. The dedication of the public streets must be provided in recordable form and submitted for City review and approval. 6. Park dedication shall be cash in lieu of land in accordance with the park dedication policy in place when Parcel A develops. 7. The applicant must record the subdivision and the associated documents at Hennepin County and provide proof of recording to the City. 8. 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 November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-92 Page 2 of 4 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-92 Page 3 of 4 ATTACHMENT A DESCRIPTION OF PROPERTY SURVEYED (Per Certificate of Title No. 821472) Par 1: All that part of the following described tract: The Southwest quarter of the Northwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, except the North 152 feet of the West 161 feet as measured along the North and West lines thereof, and except the West 339.11 feet thereof lying South of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter, thence North along the West line of said Southwest Quarter of the Northwest Quarter a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly deflecting 77 degrees, 18 minutes, 13 seconds right, a distance of 347.61 feet to the East line of said West 339.11 feet and said line there terminating. which lies East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. Par 2: That part of the Northwest quarter of the Southwest quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota, lying East of a line drawn parallel with and distant 40.0 feet Easterly of the West line of said Section 24. AND (Per Certificate of Title No. 1150838) That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. AND (Per Certificate of Title No. 1150839) The West 339.11 feet of the Southwest Quarter of the Northwest Quarter of Section 24, Township 119, Range 23, Hennepin County, Minnesota lying south of the following described line: Commencing at the Southwest corner of said Southwest Quarter of the Northwest Quarter; thence North along the West line of said Southwest Quarter of the Northwest Quarter, a distance of 382.47 feet to the point of beginning of the line to be described; thence Easterly City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-92 Page 4 of 4 deflecting 77 degrees 18 minutes 13 seconds right, a distance of 347.61 feet to the East line of said West 339.11 feet of the Southwest Quarter of the Northwest Quarter and said line there terminating. which lies East of a line drawn parallel with a distant 40.0 feet Easterly of the West line of said Section 24; except that part thereof described as follows: Commencing at the southwest corner of said Southwest Quarter of Northwest Quarter; thence northerly, along the west line of said Southwest Quarter of Northwest Quarter 330.17 feet; thence easterly, deflecting 90 degrees right 231.20 feet to the actual point of beginning of the parcel to be described; thence northeasterly, deflecting 12 degrees 35 minutes 13 seconds left 60.00 feet; thence southeasterly, deflecting 90 degrees right 63.00 feet; thence southwesterly, deflecting 90 degrees right 60.00 feet; thence northwesterly, deflecting 90 degrees right 63.00 feet to the point of beginning. Hennepin County Property Map Date: 9/16/2020 Comments: 1 inch = 800 feet PARCEL ID: 2411923230001 OWNER NAME: City Of Corcoran PARCEL ADDRESS: 8200 Co Rd No 116, Corcoran MN 55340 PARCEL AREA: 78.88 acres, 3,436,132 sq ft A-T-B: Torrens SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Commercial-Preferred HOMESTEAD: Non-Homestead MARKET VALUE: $0 TAX TOTAL: $0.00 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Commercial-preferred HOMESTEAD: Non-homestead MARKET VALUE: $0 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 St. Therese Development Area Legend Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works, From: Kent Torve, PE Steve Hegland, PE Date: November 13, 2020 Subject: St. Therese Minor Subdivision Application – Plan Review Comments Exhibits Minor Subdivision by Sunde Land Surveying Dated 9/15/2020, Revision dated 10/15/2020 Hydrology Calculation for St. Therese Corcoran by BKBM Engineers Dated 10/9/2020 1.0 General 1.1 A blanket Drainage and Utility Easement should be provided over all of Parcel A. At the time of site plan approvals, the easement can be vacated and adjusted for the requirements of the site plan. 1.2 The ROW width were appropriate and are consistent with the Town Center Concept Plan requirements. 1.3 The POB for Line A is shown being 29.73’ south of the section line. This should be adjusted to be 30.00’. 1.4 A complete stormwater management plan shall be provided for the site at the time of the site plan application. Additional comments on hydrology calculations are included in the attached. End of Memo Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To:Kevin Mattson, PE, Public Works Director From:Kent Torve, PE, City Engineer Date:November 11, 2020 Subject:Existing Conditions Stormwater Review Background St. Therese has submitted documentation for a minor subdivision on City property south of City Hall. As part of this submittal, a technical summary titled Hydrology Calculations (October 9, 2020) was submitted. A full stormwater review will be performed as the development moves through the City process and WMO approval will be required. Findings A review of the existing conditions stormwater summary is as follows: Report states all D soil types, however a review of Hennepin County data shows 60% D soils and 40% C soils for the property. Subwatersheds are truncated at the property lines, however the next submittal shall show the off-site subwatersheds that contribute drainage to the site (from the south) City prefers a NURP pond/ filtration shelf BMP configuration and these have been approved by the WMO. Efficiencies in model and design iterations for both WMO and City approvals can be achieved by following the City’s Stormwater Guidelines (attached) as the development plan proceeds. Hydrologic Soil Group—Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/11/2020 Page 1 of 449939904994050499411049941704994230499429049943504994410499447049939904994050499411049941704994230499429049943504994410457240457300457360457420457480457540457600 457240 457300 457360 457420 457480 457540 457600 45° 6' 8'' N 93° 32' 36'' W45° 6' 8'' N93° 32' 19'' W45° 5' 52'' N 93° 32' 36'' W45° 5' 52'' N 93° 32' 19'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 15N WGS84 0 100 200 400 600 Feet 0 35 70 140 210 Meters Map Scale: 1:2,370 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. 2 C:\Users\TorKC0063\Documents\Corcoran Offsite\3_City Projects\5_TLAC\2017 Water Revision\2016 TLAC Water Memo.docx Attachment A Stormwater Guidelines for Development March 2019 Issue Cities changing from rural to urban development are challenged by the additional stormwater generated due to construction of impervious surfaces, along with the offsite infrastructure, or lack thereof, to manage effectively. To standardize the modeling and review process, the guidelines below were created for efficiency. Note: A watershed approval is required per Elm Creek WMO rules, which also reviews flow rates, water quality and volume management. Modeling Watershed Information Provide an aerial photo of the development that includes the overall watershed and subwatershed boundaries Provide a summary of the acreage to each discharge point leaving the site. Any increase (or decrease) shall be identified. Show any floodplain adjacent to project or within the project Show downstream water bodies and flow paths o Downstream flow paths and water bodies typically need to have elevations, inverts, and condition identified. Subwatersheds A HydroCAD model (typically used) has inputs that can vary by user. To minimize resubmittals, review time and effort, the following data shall be utilized. Electronic model shall be submitted Hydrologic Soil Group (HSG) shall be lowered one category due to the mass grading and compaction of the soils. For example, an existing B soil, shall be modeled as a proposed C soil (unless it remains undisturbed) Wetlands, filtration basins, and ponds shall be modeled at CN of 98 Identify peak rates for storm events and proposed shall be equal or less than existing rates. o Note: There are certain conditions where at City’s discretion the off-site conditions require a reduction in flow rate from existing rates. SWMM (i.e. EPA-, XP-, or PC-) models can be submitted for review, however these increase review time. Model Setup for Outlet Control Structures, NWLs and Infiltration The model’s flow control structures (OCS, culverts, etc.) shall match the construction plan information. During the plan and model review both may be modified and revised Individual detail plates are required for each OCS, and individual plates shall have inverts identified A pond or wetland NWL (and model starting elevation) shall be set at the constructed outlet control elevation. o No live storage shall be utilized below the controlling OCS elevation. o No live storage shall be used for filtration shelves on ponds below controlling OCS elevation 2 T:\2294-Corcoran\33-Pulte Homes\Stormwater Modeling Guidelines for Development.docx If a pond or wetland has an NWL (wet surface), infiltration shall not be used in flood routing. If a pond has filtration BMP causing drawdown below the NWL, this drawdown elevation shall not be used as the NWL for flood routing. (Filtration has a slower release time and during wet periods is not available as live storage). Construction Plans Catch Basins Street drainage shall be sufficient to manage the 10-year event Typical a CB inlet capacity is 2 to 2.5 CFS, and CBs shall be spaced accordingly Three inches (0.25 feet) of head on a CB will inundate a street centerline (2% slope). Spacing is 200 to 250 feet using longitudinal street dimensions of 40 feet from road centerline to half the house footprint (assumes rear half of house drains to rear yard). Dimensions equal 10,000 SF. CBs may be required on both sides of ped ramps to capture flows Natural Drainage Features Waterbodies receiving urban drainage (wetlands, ditches, gullies) may need to have OCS installed, erosion protection, or reduced flow rates to allow the feature to function over the long term due to more consistent flows from increased impervious via development Offsite work may be necessary and City will assist with coordination, easements, etc. HWLs and EOFs The freeboard requirements are: o Low Opening is a minimum of two feet above the HWL o Low Opening is a minimum of two feet above the EOF EOFs shall be accurately shown and as builts are required. The highest point shall be the EOF (for example top of curb) since this is the controlling elevation o In certain instances, channel calculations of the swale may be required to show the EOF has capacity to manage estimated flow Overland EOFs are preferred, however if a second pipe serves as an EOF then modeling will include a 100-year event using the second pipe (EOF) as the only outlet (primary outlet plugged). Rear Yards Rear yards or swales less than 2% shall have draintile. Typically, every two to three lots will require rear yard CBs. Sump Connections Houses adjoining a wetland or pond do not need individual sump connection Others will have access to rear yard stormsewer. Offsite Impacts Adjacent Parcels City will review adjacent parcels (downstream and upstream) for impacts from volume, point discharge, etc. and may require off site improvements. City will assist in coordination of any off site work. Off site water quality improvement projects may be determined by the City for assistance with compliance with City’s TMDL approach of implementing improvements upon development. FEMA modifications may be necessary due to development and implemented by City. STAFF REPORT Agenda Item 10a. Council Meeting: November 23, 2020 Prepared By: Brad Martens Topic: City Hall Remodel Action Required: Approval Summary: Construction on the City Hall remodel project began on Monday, November 9th. The project includes a variety of projects outside of the scope of the approved construction contract. In order to ensure the project stays on budget and time, staff is requesting the authority to approve the remaining items in the scope of the construction project as outlined in the approved finance plan. Requested authorization to approve items in the following categories: Technology: $120,000 budgeted* 1. City Hall Camera Update: $32,218.23 plus required electrical o An update to the interior/exterior security camera system has been included as a component of the remodel project. The existing camera system is out of license and some cameras are failing. o Included in the quote is $7,000 to increase the storage capacity to accommodate cameras in other parts of the City. This could include park buildings, lift stations, etc. IT upgrades storage capacity from 16 TB to 48TB. This portion will be paid out of the Emergency Communications Systems fund. o Staff is additionally requesting authorization to proceed with electrical outlet installation as required for the project which is outside of the scope of this quote. 2. 48 Port Switch: $2,072 o Additional switch required to accommodate new office area in north City Hall 3. Battery backup: $1,500 estimated o Additional battery backup required for system 4. On-site assistance for moving equipment: $5,000 estimated o Staff anticipates the need for contract IT support to assist the move and setup of IT equipment related to the remodel 5. Council Chamber electrical: $425 o Two additional outlets are required to be installed in the City Council Chambers in order for the audio vision technology installation to be completed. *Items already approved from this budgeted amount Card readers system: $45,903.41 Furniture: $120,000 budgeted 6. Staff is finalizing items based upon state contract pricing. In order to obtain furniture in time for the move, the order must be placed by the end of November. Due to the City Council scheduled next meeting not taking place until December 10th, staff requests authorization to place the furniture order. Soft Costs: $90,000 budgeted 7. Dumpster/trash removal: $2,000 estimated o Staff has arranged for a dumpster to be on-site for items to be discarded as needed in preparation for phase two of the remodel. o This item has already been approved by the City Administrator and is on- site. 8. Temporary restrooms: $5,000 estimated o No public restrooms exist during phase one of the remodel. o This item has already been approved by the City Administrator and is on- site. 9. Temporary Storage: $3,650 estimated o Temporary storage space is needed to store equipment from each phase of the remodel during construction. o This item has already been approved by the City Administrator and is on- site. 10. Door re-keying: $5,000 estimated o Some doors at City Hall will require locks to be re-keyed as part of the project. It is requested that the City Council approve the 10 items as outlined in this report. Additional items will be brought forward for consideration throughout the project. Financial/Budget: As of the time of this report the projected budget for the City Hall project remains unchanged. Budget Category Approved Amount Projected Amount 11/19/20 Construction $396,500 $396,500 Technology $120,000 $120,000 Furniture $120,000 $120,000 Soft Costs $90,000 $90,000 Total $726, 500 $726, 500 Staff will provide regular updates at future City Council meetings as the project proceeds forward and additional expenditures are finalized. Options: 1. Authorize the approval of expenditures for the items as presented. 2. Authorize the approval of expenditures for the items with amendments. Recommendation Authorize the approval of expenditures for the items as presented. Council Action: Consider a motion to authorize the approval of expenditures for the items as presented. Attachments: 1. Camera Quote – Integrated Protection Systems, Inc. 2. Electrical Quote – Liberty Electric Co. Inc. Integrated Protection Systems, Inc. 14200 Lincoln St NE Suite 100 Ham Lake, MN 55304 Tel. 763-250-9779 accounting@ipssec.com QUOTE NO. 28108 City Of Corcoran 8200 County Road 116 Corcoran MN 55340 Site:City Of Corcoran (City Hall) Site Address:8200 County Road 116 Corcoran MN 55340 Salesperson:John West Created Date:10/26/2020 Valid Until:11/25/2020 IP camera system upgrade Scope of Work: IPS (Integrated Protection Systems Inc.) to supply and install the camera system in accordance with all state and local codes, and as defined with the customer during the site review on 10/26/2020. This is a turnkey solution. Everything required for the proper installation and operation of the proposed equipment / system is included. All cameras will be IP, high definition. The NVR (network video recorder) will be able to record a minimum of 4 weeks. All equipment will be commercial grade. (Additional storage is available as an upgrade if required) IPS proposes to replace all of the existing analog cameras with new IP high resolution cameras. IPS will run new Cat5 cable to all new locations. IPS will install the viewing and control software on those devices required by the customer to include phones, PC's, Laptops and tablets. This solution will be expandable in storage as well as camera count. IPS has built in a minimum of 30% head space for future growth. We will create a "security LAN" to keep all of the security device (access control and camera system) traffic/bandwidth off of the customer existing network. Camera systems are very useful tools with the fight against the spread of Covid 19. Below are a few of the ways our systems can help. 1.Cameras will verify the traffic of employees/visitors through city offices and buildings. 2.Cameras can assist in contact tracing of those employees/visitors that have been found to have the illness. 3.The "suspect tracking feature" of the NVR can assist in contact tracing with video as to who and what the have interacted with. 4.Temperature reading cameras can be added to the system at key locations, such as lobbies. 5.Video records of all areas where visitors and staff gather. 6.Cameras are used as a notification source for "drive up vetoing" and other drive up / drop off needs Warranty: IPS provides a 1 year warranty on all products installed and provided by IPS. IPS also provides a 1 year warranty for all labor associated with the installation of the IPS supplies products and wire. IPS will provide a service agreement option for the proposed system after the warranty period ends Camera Types and Locations: 1.4 x 20MP 4 head multi sensor 2.5 x 12MP 360 Fisheye 3.4 x 3MP Mini dome 4.1 x 8MP Outdoor Dome Page 1/3 Integrated Protection Systems, Inc. 14200 Lincoln St NE Suite 100 Ham Lake, MN 55304 Tel. 763-250-9779 accounting@ipssec.com QUOTE NO. 28108 IPS will provide Camera locations on a drawing prior to installation. Equipment List: 01 x NVR, ExacqVision NVR with 48TB of storage, RAID 5 02 x 24 Port POE + Network Switch (Security LAN) 14 x IP camera License 04 x 3MP Indoor Minidome American Dynamics 01 x 8MP Outdoor Dome American Dynamics 05 x 12MP 360 Fish-eye camera American Dynamics 04 x 20MP Outdoor 4 head multi sensor Arecont 01 x Audio Omni Mic and NVR interface for existing locations 01 x 24 port pass through punch down block Wire Installation Programming Software Smart Device App Customer Training Customer is required to provide AC power outlets in those areas as defined during the site walk, or where control / head-end equipment is required. Customer to provide an internet connection, static IP, or domain address for the optional remote connection of the above proposed system. (Without a static or domain address the above equipment can lose it addressing and may need to be reprogrammed at the customers expense.) Customer to provide a lift if required for the installation of the system components proposed above. If a lift "rental" is required, IPS can coordinate the delivery and pick of said lift if requested by the customer. IPS charges a set 15% over lift charges for this service. (all IPS field employees are certified, and have lift certification cards for your records.) Sub-Total ex Tax $32,218.23 Tax $0.00 Total inc Tax $32,218.23 Thank you for the opportunity to quote this project.Sub-Total ex Tax $32,218.23 Tax $0.00 Total inc Tax $32,218.23 Page 2/3 27582 246th Avenue Albany, MN 56307 Phone: 320.548.3775 Fax: 320.548.3776 E-mail: libertyelectric@hotmail.com To: City of Corcoran Attn: Brad Martens Subject: Council Chambers TV Receptacles Quote includes the following: -Add (1) duplex receptacle for TV on east wall of the Council Chambers to the right of Cat 6 jack -Add (1) duplex receptacle for TV on west wall of the Council Chambers to the left of Cat 6 jack Material=$125.00 2 Hours LaborX$110/hour=$220.00 TOTAL=$345.00 Liberty Electric Co. Inc. Josh Linn 11/17/2020 Liberty Electric Co. Inc. Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE November 16, 2020 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects/Comments in blue italics are new Project marked with an * have moved from active to approved The following is a summary of project status for current, active projects: 1.Final Plat and Final Planned Unit Development Plan for “Rush Creek Reserve” for the Property located at 20400 County Road 10 (PID 23-119-23-42-0004) (city file no. 20-030). M/I Homes has applied for a final plat and final PUD development plan for phase 1 of the 257-unit residential development. The item was reviewed at the November 5th Planning Commission and is scheduled for the November 23rd City Council meeting. 2.Final Plat and Final PUD Development Plan for Ravinia 15th (PID 36-119-23-24-0045) (city file 20- 033). Lennar has applied for the final phase of the Ravinia development with this 44 lot plat. The item was reviewed at the November 5th Planning Commission and is scheduled for the November 23rd City Council meeting. 3.Final Plat for Karineimi Addition at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33-119- 23-22-0004 and 33-119-23-21-0001) (PID 36-119-23-24-0045) (city file 20-036). The applicant has requested final plat approval, but has not addressed the preliminary plat conditions regarding the wetland delineation. The application is currently incomplete, but will be scheduled for City Council action upon receipt of a complete application. 4.Preliminary Plat for the Property located at 23825 Tessmer Road (PID 07-119-23-22-0001) and 10005 CR 19 (PID 07-119-23-21-0002) (city file no. 20-037). The request is to plat the property to create three lots and one outlot from the two existing parcels. The plat would create two new developable lots. The item is was reviewed at the November 5th Planning Commission public hearing and is scheduled for the November 23rd City Council meeting. 5.Certificate of Compliance for the Orht property located at 20600 County Road 30 (PID 11-119- 23-23-0004) (city file no. 20-038). The request is to allow ground mounted solar on the residential property. The application is currently incomplete pending a certificate of survey/site plan, but may be administratively approved if the ordinance standards are met. 6.Rezoning for the property located at 23240 County Road 30 (PID 07-119-23-13-0003) (city file no. 20-040). The request from T. Scherber Demolition & Excavating is to rezone the property from Transitional Rural Commercial to Rural Commercial. The applicant would initially use the existing accessory structure for vehicle storage as allowed by the existing CUP and would transition the home to office space. Staff is currently reviewing the application for completeness, but this is tentatively scheduled for the December Planning Commission and City Council meetings. Agenda Item 12a. MEMORANDUM 2 7. Minor Subdivision for St. Therese at 8200 County Road 116 (PID 2411923230001) (city file no. 20-041). The applicant is requesting approval of a three parcel subdivision that will create one parcel for city hall, one parcel for St. Therese to purchase and one parcel to be retained by the City for the linear park adjacent to County Road 116. The item is scheduled for City Council action on the November 23rd meeting. The following projects were recently acted upon and will be closed out: 1. *City-Initiated Ordinance Amendment Regarding Non-Residential Uses in Residential Districts (city file 20-028). The City Council asked staff to present options to consider changes to these standards. Staff presented options in the July 23rd Council meeting. The City Council directed staff to schedule a work session where the item could be discussed in more detail. The item was discussed at the October 22nd Council work session and staff was directed to work with the new Council in 2021. 2. *Certificate of Compliance for the Ebert property located at 22080 County Road 10 (PID 16-119- 23-21-0001) (city file no. 20-039). The request is to allow construction of an agricultural building on the residential property. The application was administratively approved. City of Corcoran 2020 City Council Schedule Agenda Item 13. December 10, 2020 • Public Hearing – 2021 Proposed Budget and Property Tax Levy • 2021 Full-time, Part-time, and Seasonal Wage Schedule • 2021 General Fund Budget and Property Tax Levy • 2021 Fee Schedule • 2021 Water and Sanitary Sewer Budget • Appaloosa Woods Feasibility Study Presentation • Job Description – Permit Technician • Resolution Honoring Tom Anderson – City Council • Parks and Trails Commission Appointment – Tom Anderson • Resolution Honoring Dorothy Theis – Charter Commission • Financial Performance Report December 21, 2020 (Monday) • Active Corcoran Planning Applications • Financial Performance Report • 2020 Year in Review • Closed Session – City Administrator Performance Evaluation • Downtown Utility and Street Improvement Project Closeout • Resolution Honoring Ron Thomas • Resolution Honoring Brian Lother • Sergeant Appointment • 2021 Polling Location Resolution • Corridor Planning Grant Application • Scherber Rezoning