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2024-05-21 Council Agenda Packet
Corcoran City Council Agenda May 21, 2024 7:00 pm REVISED OIGINAL 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognition a.Proclamation – National Public Works Week b.Oath of Office – Interim Councilor Mark Lanterman 7.Consent Agenda a.May 9, 2024 DRAFT Regular Council Minutes* b.Removed: May 11, 2023 DRAFT Regular Council Minutes* c.Removed: May 25, 2023 DRAFT Regular Council Minutes* d.Financial Claims May 21, 2024* e.Approval for Extra Financial Claims May 30, 2024* f.Rush Creek Reserve 4th FP (City File 24-011)* g.Resolution 2024-47 Memorializing Approved City of Corcoran Organizational Restructure and Impact * h.Resolution 2024-48 Recognizing National Public Works Week* i.Larkin Road Improvements – Bid Award* j.Resolution 2024-49 Charitable Gambling – St. Thomas the Apostle* k.Minnesota Department of Natural Resources Landowner Agreement – Phragmites* l.Water Tower - Pay Request 13* m. Hackamore Road Improvements – Change Order 3* n.NE Trunk Infrastructure Improvements – Material Quote* o.Council Approval for Special Election on November 5, 2024* p.Resolution 2024-60 Approving 2023 Transfers* q.Resolution 2024-61 Approving Temporary Liquor License – St. Thomas Church* r.2024 Corcoran Country Daze – Event Application* s.2024 Hamel Rodeo – Event Application* t.Added: Work Session Schedule for 3rd Quarter* 8.Planning Business – Public Comment Opportunity a.Public Hearing: Rush Creek Reserve Easement Vacation* b.Dominos Concept* c.Oswald Farms Concept* d.Heather Meadows 3rd Addition – OSP PP (City File 24-002)* e.Fairway Shores Villas – CPA, RZ, PP, PUD (City File 24-006)* 9.Unfinished Business -- Public Comment Opportunity a.Added: Request Approval for Conditional and Final Offer for Assistant City Administrator* 10.New Business – Public Comment Opportunity 11.Staff Reports a.Removed: 1st Quarter Financial Report* b.Cropland Weed Control Maintenance* c.Planning Report Update* HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Council meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 845 8754 1654 Video Link and Instructions: https://us02web.zoom.us/j/84587541654 visit http://www.zoom.us and enter Meeting ID: 845 8754 1654 *Please note in-person comments will be taken at the scheduled meeting where noted. Comments received via email to City Clerk Friedrich at mfriedrich@corcoranmn.gov or via public comment cards will also be accepted. All email and public comment cards must be received by the Wednesday prior to scheduled Council meeting. For more information on options to provide public comment visit: www.corcoranmn.gov * Corcoran City Council Agenda May 21, 2024 7:00 pm REVISED 12.Council Reports 13.2024 City Council Schedule* 14.Closed Session a.Closed Session: Real Estate Property 1.Stieg Road Improvements (Tentative) 2.Removed: City Center Improvements (Tentative) 15.Adjournment Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. Corcoran City Council Agenda May 21, 2024 7:00 pm OIGINAL 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Commission Representatives* 5. Open Forum – Public Comment Opportunity 6. Presentations/Recognition a. Proclamation – National Public Works Week b. Oath of Office – Interim Councilor Mark Lanterman 7. Consent Agenda a. May 9, 2024 DRAFT Regular Council Minutes* b. May 11, 2023 DRAFT Regular Council Minutes* c. May 25, 2023 DRAFT Regular Council Minutes* d. Financial Claims May 21, 2024* e. Approval for Extra Financial Claims May 30, 2024* f. Rush Creek Reserve 4th FP (City File 24-011)* g. Resolution 2024-47 Memorializing Approved City of Corcoran Organizational Restructure and Impact * h. Resolution 2024-48 Recognizing National Public Works Week* i. Larkin Road Improvements – Bid Award* j. Resolution 2024-49 Charitable Gambling – St. Thomas the Apostle* k. Minnesota Department of Natural Resources Land Owner Agreement – Phragmites* l. Water Tower - Pay Request 13* m. Hackamore Road Improvements – Change Order 3* n. NE Trunk Infrastructure Improvements – Material Quote* o. Council Approval for Special Election on November 5, 2024* p. Resolution 2024-60 Approving 2023 Transfers* q. Resolution 2024-61 Approving Temporary Liquor License – St. Thomas Church* r. 2024 Corcoran Country Daze – Event Application* s. 2024 Hamel Rodeo – Event Application* 8. Planning Business – Public Comment Opportunity a. Public Hearing: Rush Creek Reserve Easement Vacation* b. Dominos Concept* c. Oswald Farms Concept* d. Heather Meadows 3rd Addition – OSP PP (City File 24-002)* e. Fairway Shores Villas – CPA, RZ, PP, PUD (City File 24-006)* 9. Unfinished Business -- Public Comment Opportunity 10. New Business – Public Comment Opportunity 11. Staff Reports a. 1st Quarter Financial Report* b. Cropland Weed Control Maintenance* c. Planning Report Update* HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Council meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 845 8754 1654 Video Link and Instructions: https://us02web.zoom.us/j/84587541654 visit http://www.zoom.us and enter Meeting ID: 845 8754 1654 *Please note in-person comments will be taken at the scheduled meeting where noted. Comments received via email to City Clerk Friedrich at mfriedrich@corcoranmn.gov or via public comment cards will also be accepted. All email and public comment cards must be received by the Wednesday prior to scheduled Council meeting. For more information on options to provide public comment visit: www.corcoranmn.gov * Corcoran City Council Agenda May 21, 2024 7:00 pm 12. Council Reports 13. 2024 City Council Schedule* 14. Closed Session a. Closed Session: Real Estate Property 1. Stieg Road Improvements (Tentative) 2. City Center Improvements (Tentative) AdjournmentIncludes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. STAFF REPORT Agenda Item: 4. Summary The advisory commission representatives for the May 21, 2024, Council meeting are as follows: • Planning Commission: Corrine Brummond • Parks and Trails Commission: Tom Anderson Financial/Budget N/A Council Action N/A Attachments N/A Council Meeting May 21, 2024 Prepared By Topic Action Required Informational 1 City of Corcoran City Council Minutes May 9, 2024 – 7:00 pm The Corcoran City Council met on May 9, 2024, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person and remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee, Councilor Bottema, Councilor Nichols, and Councilor Vehrenkamp were present. The fourth councilmember seat was vacant. City Administrator Tobin, City Clerk Friedrich, Recreation Supervisor Christensen Buck, and Director of Public Safety Gottschalk were present. 1.Call to Order/Roll Call Mayor McKee called the meeting to order at 7:0 0 pm. 2.Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3.Agenda Approval City Administrator Tobin noted attachment updates to Presentation item 6b Hennepin County Natural Resources, and Consent Agenda items 7b-d include draft minutes from April 25, 2024, and April 27, 2023; and removal of items 7h and 7i. City Administrator Tobin noted Unfinished Business item 9a indicates an update, however noted an update was not made . City Administrator Tobin noted Closed Session item 14aii has been removed and will be added to the May 21 meeting. MOTION: made by Nichols, seconded by Bottema to approve the agenda as modified. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries 4:0) 4.Commission Representatives Mayor McKee noted Planning Commissioner Linda and Parks and Trails Commissioner Christenson were present. 5.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person during Open Forum for items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity. No residents participated in the public comment opportunity. 6.Presentations/Recognitions a.Proclamation – National Police Week Mayor McKee read Resolution 2024 -46 Recognizing National Police Week. City Administrator Tobin noted four police officers were recognized at a recent ceremony for assisting in saving residents’ lives. City Administrator Tobin noted Sergeant Dan Wilcox, Officer Jesse Olson, Officer Darren Bolson, and Reserve Officer Steve Emerson were recognized. b.Updated: Presentation – Hennepin County Natural Resources Council received presentation regarding support of natural resources. Watershed Commissioner Guenthner and Karen Gallus from Hennepin Count y’s Department of Environment and Energy shared comments. Discussion included elevating natural resource roles and ensuring the county remains resilient, healthy, and thriving, and developing a shared vision of challenges and opportunities related to natural resource preservation and future developments. Ms. Gallus commented that the partnership is geared to help rapidly growing communities like Corcoran to preserve natu ral resources. Ms. Gallus outlined the natural resource partner coalition has six main areas and include 1) creating a county-wide natural resources map, 2) builds a collaborative framework that allows people to really focus on their jurisdictional role , 3) incorporating lessons that others have learned to maximize impact, 4) developing tools that can be at the fingertips of partners when opportunities and challenges arise, 5) sharing resources and expertise across different jurisdictional entities, and 6) practicing bold and courageous leadership and advocating for policies that make it easier to protect and preserve natural resources. Ms. Gallus noted Corcoran’s open space and Added Agenda Item: 7a. 2 preservation ordinance and referenced the Heather Meadows development. Council noted the updates to the planned unit development subdivision ordinance, PUDs within a residential development, and permanent conservation of open space. Ms. Gallus noted Hennepin County is still in the process of collecting letters of support and ideas from engagement partners, and noted the decision on the coalition will be finalized the end of June. Council and staff discussed the use of maps to identify natural resource areas and the additional benefit regarding sub watersheds , is identifying projects that may be available for water quality improvement or natural resource enhancement. Council reviewed necessary action to support the natural resources coalition. 7. Consent Agenda a. April 25, 2024 DRAFT Joint Work Session Minutes b. Updated: April 25, 2024 DRAFT Regular Council Minutes c. Updated: April 27, 2023 DRAFT Work Session Minutes d. Updated: April 27, 2023 DRAFT Regular Council Minutes e. Financial Claims May 9, 2024 f. Resolution 2024-45 Hennepin County Natural Resources Partner Coalition/LCCMR Letter of Support g. Water Treatment Plant - Pay Request 12 h. Sound Waiver Corcoran Lions 2024 i. Equipment Purchase – Skid Loaders j. Resolution 2024-46 Recognizing National Police Wee k MOTION: made by Nichols, seconded by Bottema to approve consent agenda items 7a -j as presented. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) 8. Planning Business 9. Unfinished Business (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person during public comment opportunity for items 9a- c. City Administrator Tobin explained the instructions to participate in the public comment opportunity. No residents participated in the public comment opportunity. a. Updated: City Park Planning Recreation Supervisor Christensen Buck reviewed the next steps for city park planning and noted the schematic design phase involves architectural and civil engineering teams to include surveying and Geotech building programming study, along with a wetland deli neation with an estimated cost of $175,020. Recreation Supervisor Christensen Buck noted an update was made to the item and the correct estimated cost is $113,025, and not $175,020 as referenced in the packet. Recreation Supervisor Christensen Buck noted the estimated cost is on page 5 of the packet item. Council noted previous wetland delineation costs and other associated costs with park planning studies, and to consider the cost of the current study, and Council’s intent to move forward with the project once the Geotech building programming study and wetland delineation phase is completed before Council votes on this current expense. City Administrator Tobin noted the city has received $300,000 in a grant, and $500,000 from a federal fund that the City will have to expend that are related to this project. Council and staff discussed the current park design cost, phased construction of the current park design version, and future park dedication funds. City Administrator Tobin noted a recent grant application for the building could be a potential $3.5 million park grant in federal funding. MOTION: made by Bottema, seconded by Vehrenkamp to authorize staff to proceed with Phase 1, Schematic Design of City Park as described in scope of work , to utilize Stantec or subcontractor through HKGi, and to include a) survey and staking, b) geotechnical, c) building programming study, and d) wetland delineation. Friendly amendment made by McKee to not exceed $113,025. Friendly amendment accepted by Bottema, and Vehrenkamp. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) 3 b. Appoint/Fill Council Vacancy MOTION: made by McKee, seconded by Vehrenkamp to appoint Commissioner Mark Lanterman to the vacant Council seat through the canvassing of the General Election in November 2024. Council thanked each candidate for applying for the vacant seat. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) Council and staff discussed Planning Commission seat vacancy and filling the Chair role on the Planning Commission. Council noted sharing the commission liaison between Councilor Vehrenkamp and newly appointed Councilor Lanterman. Council directed staff to post the Planning Commission seat vacancy through June 10, 2024, with a potential appointment discussion for the remaining term for the Planning Commission scheduled for the June 13 Council meeting. City Administrator Tobin noted Mr. Lanterman could re-apply for the Planning Commission after time served on the City Council. Council requested staff to create a policy for responding to vacancies on the Council and Commissions for future reference. City Administrator Tobin noted the commissioner handbook is another item staff is reviewing. c. K-9 Program Discussion MOTION: made by Bottema, seconded by Vehrenkamp to authorize staff to continue the department’s canine program, select a qualified police officer candidate, apply for any available grant funding, and utilize public safety aid funding for the balance of the program costs up to $20,000. Council noted the take home car with limited mileage and being a certain distance away. Director of Public Safety Gottschalk noted when we initially did the program, we looked at the ability for call outs and response, and through practice, we found that we didn't have a lot of callers because we were utilizing other on-duty canines in the county, when possible, as opposed to calling them out. Director of Public Safety Gottschalk added the absolute need for a response from home was reduced. Director of Public Safety Gottschalk noted there is a mileage restriction that that would be applicable and depends on candidate applications if that restriction would apply. Mark McDonald, canine trainer, answered Council question regarding dual-trained canine unit. Council inquired if a policy has been created when a canine unit departs. Council and staff discussed options available for retiring canine units. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) 10. New Business (Public Comment Opportunity) Mayor McKee invited residents to communicate in-person during public comment opportunity for items 10a-b. City Administrator Tobin explained the instructions to participate in the public comment opportunity. No residents participated in the public comment opportunity. a. State Public Safety Funds Plan MOTION: made by Bottema, seconded by Nichols to authorize staff to spend the $292,669 of public safety aid money as outlined: - $65,000- Initiate a 2-year pilot program of Flock ALPR cameras. o Council approved a contract with Flock on April 11, 2024, for $59,850 with public safety aid money as its intended funding source. Staff have included an additional $5,150 in the requested authorizat ion if additional site improvements or unforeseen expenses arise. - $10,000- Fire service Knox boxes. o The City of Corcoran has a standard key lock box for commercial facilities for fire department access. These boxes were purchased and installed by the building owners upon construction. The previous standard was to use a box made by a local company called DAMA. DAMA boxes have become difficult to obtain and the city has now changed the standard to Knox boxes. This allocation would be for the city to purchase and provide Knox boxes for the existing businesses currently equipped with DAMA boxes to ease their expense of converting. 4 - $20,000- Drone program. o The Police Department has been researching options for a drone program. The proposed $20,000 would include funding for one outdoor drone, one indoor drone along with supporting batteries, chargers, equipment, and training. Law enforcement use of drones is tightly regulated under Minnesota State Statute 626.19. This could also be utilized as a citywide resource. - $10,000- Officer wellness and workout equipment. o Due to limited space, police department staff have researched options for stowable workout equipment and racking for the police department garage. Staff have also been researching the feasibility of a workout on du ty policy. - $50,000- Roadside testing equipment for drug impaired drivers. o With the legalization of marijuana in 2023 and recent drug trends, law enforcement has begun seeing polysubstance impairment and additional drug impaired driving. While law enforcement has long used P BTs (preliminary breath tests) in determining if alcohol was the source of driver impairment, tools to identify drug impairment on the roadside are an emerging technology. The Minnesota Office of Traffic Safety has been pilot testing two differe nt devices and is planning to report results and recommendations to the state in early 2025. The devices currently cost between $4,500-$6,000 each and utilize cartridges that cost approximately $30 per test. Staff are requesting the allocation of these fun ds to outfit our patrol vehicles with roadside drug testing devices, cartridges, and training when the guidance is provided by the state. - $7,000- Police department weapon storage. o With the 2023 implementation of the state’s extreme risk protection orders (ERPOs) the department has increased responsibilities for firearms storage in our property room. This allocation would be for additional weapons storage lockers in the property room and additional weapons lockers in the police department to support our growing agency. -$50,000- Funding the existing Police Department recruitment and retention health insurance severance payment fund. In February 2023, the City Council approved a health insurance severance payment to retain police officers starting in 2025. This plan included ongoing budget allocations to support the fund. This $50,000 allocation of state aid would be used to fund the pending liability and as seed funding for that health insurance severance payment fund thereby reducing the pressure for city allocations. -$20,000- Police personnel costs. Funds to facilitate early hiring of police officer candidates to avoid staffing shortages. -$60,669- Long-range public safety fund. Approximately 20% of the aid funding to be allocated to a fund to address one-time unbudgeted public safety needs resulting from community growth. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) b. Police Department Staffing MOTION: made by Nichols, seconded by Bottema to authorize staff to continue the hiring process with the third candidate and authorize staff to extend conditional and final job offers to the candidate, when appropriate. Council thanked the police department for their service. Council noted the police department’s dedication and investment in community relationships and noted the community’s commendations for treating citizens with respect and being visible within the community. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols (Motion carries: 4:0) 11. Staff Reports City Administrator Tobin noted Council would receive the first quarterly financial report at the May 21 Council meeting. Council thanked City Administrator Tobin for his time and efforts with the annual audit . 12. Council Reports Council noted lack of programs for fire fighter or police reserve volunteer positions within the City who are hurt while volunteering at a city emergency. Council and staff reviewed possible options, policy considerations, and availability of resources for volunteer services. Council requested staff gather information and present it to Council at a future meeting. Council thanked Council for Corcoran Clean Up day . 13. Updated: 2024 City Council Schedule Council requested the Firearms Ordinance discussion be moved to June 27. Council noted the Council 5 meeting scheduled on May 23, was rescheduled to Tuesday, May 21. 14. Closed Session a. Closed Session 1: Real Estate Property 1. Stieg Road Improvements 2. Removed: City Center Improvements 3. Strategic Land Acquisition Mayor McKee stated: “City Council is going into closed to consider an offer for real estate. Under the authority of Minnesota Stat. § 13D.05 subd. 3(c)(3) the City is permitted to close a meeting to consider offers and counteroffers for the purchase or sale of real or personal property. The city council is going into closed session to consider an offer for real estate or personal property. The city council is going into closed session to consider an offer for real estate. The following properties are the subject of the closed meeting PID 01 -119-23-31-0002 and PID 23-119-23-43-0008.” Mayor McKee recessed the Council meeting at 8:33 pm. Mayor McKee reconvened the Council meeting at 8:57 pm. Mayor McKee stated: “In the closed session, the City Council discussed an offer for real estate and personal property; staff was provided direction.” 8. Adjournment MOTION: made by Vehrenkamp, seconded by Bottema to adjourn. Voting Aye: McKee, Bottema, Vehrenkamp, and Nichols. (Motion carries 4:0) Meeting adjourned at 8:58 pm on May 9, 2024. Michelle Friedrich – City Clerk STAFF REPORT Agenda Item: 7a. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Draft Regular Council Minutes – May 9, 2024 Action Required Informational Summary The draft Council Regular Minutes for May 9, 2024, will be emailed on Monday, May 20, with hard copy provided to Council the evening of the May 21 meeting. Attachments (Hard copies will be provided May 21, 2024) 1. 2024-05-09 Draft Regular Council Minutes STAFF REPORT Agenda Item: 7b. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Draft Regular Council Minutes – May 11, 2023 Action Required Informational Summary The draft Council Regular Minutes for May 11, 2023, will be emailed on Monday, May 20, with hard copy provided to Council the evening of the May 21 meeting. Attachments (Hard copies will be provided May 21, 2024) 1. 2023-05-11 Draft Regular Council Minutes STAFF REPORT Agenda Item: 7c. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Draft Regular Council Minutes – May 25, 2023 Action Required Informational Summary The draft Council Regular Minutes for May 25, 2023, will be emailed on Monday, May 20, with hard copy provided to Council the evening of the May 21 meeting. Attachments (Hard copies will be provided May 21, 2024) 1. 2023-05-25 Draft Regular Council Minutes Agenda Item 7d. Council Meeting Date:5/21/2024 Prepared By:Jodie Peterson Amount Project name $0.00 -$ $854,321.74 $854,321.74 167,818.98$ 1,022,140.72$ Date Paid to Amount Description 5/6/2024 POSTALIA 800.00$ Postage 5/6/2024 EMPOWER 5,656.35$ Employee Deferred Comp/Healthcare Savings 5/6/2024 Optum Bank 4,266.89$ Employee HSA 5/6/2024 MN PERA 25,393.87$ Employee Pension 5/8/2024 RevTrak 764.40$ Credit Card Processing Fee 5/8/2024 INVOICE CLOUD 1,279.11$ Credit Card Processing Fee 5/8/2024 EMPOWER 7,192.89$ Employee Deferred Comp/Healthcare Savings 5/10/2024 ADP PAYROLL FEES 724.84$ Payoll Processing Fee 5/16/2024 ADP WAGE PAY 121,740.63$ Net Payroll and Taxes Total 167,818.98$ TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements ALL OTHER FINANCIAL CLAIMS Check Register (See attached Check Detail Registers) Total Checks Total of Auto Deductions Total Total Fund #500 = (See attached Payments Detail) FINANCIAL CLAIMS CHECK RANGE FUND #500 ESCROW CLAIMS Paid to SEE THE REGISTER FOR #500 CLAIMS CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35401 3540156,180.70 05/21/24489428AUDIT PREPERATION/FINANCIAL ASSISTABDO LLP04/30/24100-41500-50300 3540127,350.00 05/21/24489082APRIL HR AND PAYROLL CONSULTINGABDO LLP04/30/24100-41900-50300 83,530.70 Total For Check 35401 Check 35402 35402820.00 05/21/2412744841WEATHER GUARD SADDLE BOXACME TOOLS05/07/24100-43100-50220 820.00 Total For Check 35402 Check 35403 35403171.57 05/21/24I19462ADAPTER AND BRACKETACTION RADIO & COMMUNICATION05/09/24100-43100-50210 171.57 Total For Check 35403 Check 35404 3540417.99 05/21/241PJK-LJQQ-HCFHOFFICE AND BUILDING SUPPLIESAMAZON CAPITAL SERVICES04/28/24100-41410-50210 3540418.00 05/21/241PJK-LJQQ-HCFHOFFICE AND BUILDING SUPPLIESAMAZON CAPITAL SERVICES04/28/24100-41900-50200 3540412.11 05/21/241DKV-6LLL-9KRROFFICE AND BUILDING SUPPLIESAMAZON CAPITAL SERVICES04/27/24100-41900-50200 3540484.92 05/21/241R47-LYVV-J4XHCLEANING SUPPLIESAMAZON CAPITAL SERVICES04/28/24100-41900-50210 35404546.29 05/21/241PJK-LJQQ-HCFHOFFICE AND BUILDING SUPPLIESAMAZON CAPITAL SERVICES04/28/24100-41900-50210 35404110.68 05/21/241L67-16PP-K7C7OFFICE SUPPLIESAMAZON CAPITAL SERVICES04/28/24100-42100-50200 3540420.99 05/21/241YVX-6TWJ-QKMYPHONE SCREEN PROTECTORSAMAZON CAPITAL SERVICES05/06/24100-42100-50223 3540487.98 05/21/241NRR-PLMP-NVRNPHONE CASE AND CAR MOUNTAMAZON CAPITAL SERVICES05/11/24100-42100-50321 3540416.82 05/21/241YVX-6TWJ-QKMYPHONE SCREEN PROTECTORSAMAZON CAPITAL SERVICES05/06/24100-42100-50321 3540439.62 05/21/241739-N4MF-K31LFAST CHARGING CABLESAMAZON CAPITAL SERVICES04/28/24100-42100-50321 3540428.78 05/21/241DPT-GQ1H-3P1XCLEAN UP DAY SUPPLIESAMAZON CAPITAL SERVICES04/30/24100-43201-50210 3540451.95 05/21/241HGQ-MD1P-LV11PUBLIC WORKS STARTERAMAZON CAPITAL SERVICES05/10/24100-45100-50210 1,036.13 Total For Check 35404 Check 35405 35405170.18 05/21/2405142024TRAINING MILEAGE REIMBURSEMENTAMELIA FADDEN05/15/24100-42100-50207 170.18 Total For Check 35405 Check 35406 35406482.36 05/21/24138905FLOW SWITCHAMERICAN PRESSURE12/22/23100-43100-50223 482.36 Total For Check 35406 Check 35407 35407358.00 05/21/24121123CIP SQUAD ANTENAANCOM COMMUNICATIONS04/25/24416-42100-50210 358.00 Total For Check 35407 Check 35408 354082,191.50 05/21/2487777FIREARM SAFETY SHIRTSARCON SOLUTIONS05/09/24204-42100-50210 2,191.50 Total For Check 35408 Check 35409 354091,172.00 05/21/24215288SPRING COOLING MAINTENANCEB & D PLUMBING HEATING & AC04/24/24100-43100-50223 1,172.00 Total For Check 35409 Check 35410 354109,783.00 05/21/246184258CITY HALL WATER LINE INSTALLATIONB & D PLUMBING HEATING & AC05/03/24601-49400-50430 9,783.00 Total For Check 35410 Check 35411 3541137.75 05/21/242631034UNLEADED 87BEAUDRY OIL COMPANY05/01/24100-41900-50212 354111,717.45 05/21/242631034UNLEADED 87BEAUDRY OIL COMPANY05/01/24100-42100-50212 35411132.11 05/21/242631034UNLEADED 87BEAUDRY OIL COMPANY05/01/24100-43100-50212 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35411 354111,094.69 05/21/242631033ULS DYED KODIAKBEAUDRY OIL COMPANY05/01/24100-43100-50212 2,982.00 Total For Check 35411 Check 35412 35412432.39 05/21/24093P13874BATTERYBOYER FORD TRUCKS INC05/08/24100-43100-50220 35412(118.26)05/21/24093P13904CREDIT ON BATTERYBOYER FORD TRUCKS INC05/08/24100-43100-50220 314.13 Total For Check 35412 Check 35413 35413667.00 05/21/245435LEGAL SERVICES - APRIL 2024CARSON, CLELLAND & SCHREDER04/30/24100-00000-22205 3541372.50 05/21/245435LEGAL SERVICES - APRIL 2024CARSON, CLELLAND & SCHREDER04/30/24100-00000-22205-056 3541311,000.00 05/21/245435LEGAL SERVICES - APRIL 2024CARSON, CLELLAND & SCHREDER04/30/24100-41600-50300 354132,685.55 05/21/245435LEGAL SERVICES - APRIL 2024CARSON, CLELLAND & SCHREDER04/30/24100-42100-50304 14,425.05 Total For Check 35413 Check 35414 354141,271.00 05/21/2474056714500 3/4 AG, AECEMSTONE PRODUCTS COMPANY04/15/24411-43100-50520 35414532.50 05/21/247408850CURE AND SEALCEMSTONE PRODUCTS COMPANY04/19/24411-43100-50520 1,803.50 Total For Check 35414 Check 35415 3541517.10 05/21/2405062024GAS BILL APRIL 2024CENTERPOINT ENERGY 05/06/24100-41900-50381 3541556.95 05/21/2405062024GAS BILL APRIL 2024CENTERPOINT ENERGY 05/06/24100-43100-50381 74.05 Total For Check 35415 Check 35416 35416146.37 05/21/244191339401CITY HALL FLOOR MATSCINTAS - 47005/01/24100-41900-50400 3541670.10 05/21/244191339447SMALL SHOP TOWELSCINTAS - 47005/01/24100-43100-50400 354166.60 05/21/244191339406UNIFORM/DISPOSABLE BATHROOM MATCINTAS - 47005/01/24100-43100-50400 3541625.52 05/21/244191975405SMALL SHOP TOWELSCINTAS - 47005/08/24100-43100-50400 3541628.89 05/21/244191975437UNIFORMS/DISPOSABLE BATHROOM MATSCINTAS - 47005/08/24100-43100-50400 35416212.99 05/21/244188472848UNIFORMSCINTAS - 47004/03/24100-43100-50417 3541664.12 05/21/244191339406UNIFORM/DISPOSABLE BATHROOM MATCINTAS - 47005/01/24100-43100-50417 35416180.75 05/21/244191339563UNIFORMSCINTAS - 47005/01/24100-43100-50417 3541652.47 05/21/244191975437UNIFORMS/DISPOSABLE BATHROOM MATSCINTAS - 47005/08/24100-43100-50417 35416208.10 05/21/244191975489UNIFORMSCINTAS - 47005/08/24100-43100-50417 995.91 Total For Check 35416 Check 35417 354171,472.50 05/21/24BP24-0008 4/24BP24-0008 STAFF TIME 4/24-FAIRWAY CITY OF CORCORAN05/09/24100-00000-22205 35417363.70 05/21/24BP24-0009 4/24BP24-0009 STAFF TIME 4/24-FAIRWAY CITY OF CORCORAN05/09/24100-00000-22205 3541781.25 05/21/24BP24-0007 4/24BP24-007 STAFF TIME 4/24-SCHARBER CITY OF CORCORAN05/09/24100-00000-22205 3541765.00 05/21/24BP24-0026 4/24BP24-026 STAFF TIME 4/24-ERICKSON CITY OF CORCORAN05/09/24100-00000-22205 3541765.00 05/21/24BP24-0029 4/24BP24-0029 STAFF TIME 4/24-UPWARD ACITY OF CORCORAN05/09/24100-00000-22205 35417178.75 05/21/24BP23-0006 04/24BP23-0006 STAFF TIME 4-2024 KWIK TCITY OF CORCORAN05/09/24100-00000-22205 354171,040.00 05/21/24BP24-0005 04/24BP24-0005 STAFF TIME 4/24 HEATHER CITY OF CORCORAN05/09/24100-00000-22205 35417308.75 05/21/24BP23-0053 04/24BP23-0053 STAFF TIME 4/24-WOODLAND CITY OF CORCORAN05/09/24100-00000-22205 3541797.50 05/21/24BP23-0046 04/24BP23-0046 STAFF TIME 4/24-HOPE COMCITY OF CORCORAN05/09/24100-00000-22205 35417698.75 05/21/24BP24-0001 4/24BP24-0001 STAFF TIME 4/24-CHASTEK CITY OF CORCORAN05/09/24100-00000-22205 3541716.25 05/21/24BP24-0015 4/24BP24-0015 STAFF TIME 4/24-KVAM CUPCITY OF CORCORAN05/09/24100-00000-22205 35417113.75 05/21/24BP23-0038 4/24BP23-0038 STAFF TIME 4/24-MINKS PRCITY OF CORCORAN05/09/24100-00000-22205 3541732.50 05/21/24BP23-0036 4/24BP23-0036 STAFF TIME 4/24-S.FORK VCITY OF CORCORAN05/09/24100-00000-22205 3541727.53 05/21/24043024UTILITY BILLING 20200 CO RD 50CITY OF CORCORAN04/30/24100-45200-50382 3541727.53 05/21/244.30.24UTILITY BILLING 6620 CO RD 116CITY OF CORCORAN04/30/24100-45200-50382 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35417 4,588.76 Total For Check 35417 Check 35418 3541816.25 05/21/24041950169 2024TAB RENEWAL FORD EXPEDITIONCITY OF DELANO04/01/24100-42100-50403 16.25 Total For Check 35418 Check 35419 35419274.18 05/21/2405052024CITY HALL/POLICE INTERNETCOMCAST - 002320205/05/24100-41900-50321 35419274.17 05/21/2405052024CITY HALL/POLICE INTERNETCOMCAST - 002320205/05/24100-42100-50321 548.35 Total For Check 35419 Check 35420 35420299.48 05/21/24201452129INTERNET MAY 2024COMCAST - 93089903505/01/24100-43100-50380 299.48 Total For Check 35420 Check 35421 35421128.32 05/21/2405052024PHONE SERVICES 05/10/24-06/09/24COMCAST 004489305/05/24100-43100-50321 128.32 Total For Check 35421 Check 35422 354223,768.04 05/21/24374907CONFERENCING CAMERACOMPUTER INTEGRATION TECH05/10/24100-41900-50401 354222,277.04 05/21/24374881NETWORK POWER PROTECTIONCOMPUTER INTEGRATION TECH05/10/24100-41920-50221 354224,222.75 05/21/24374708BILLABLE TIME FOR MANAGED SERVICESCOMPUTER INTEGRATION TECH04/30/24100-41920-50300 354222,600.00 05/21/24374825MANAGED SERVICES FOR MAY 2024COMPUTER INTEGRATION TECH05/08/24100-41920-50300 12,867.83 Total For Check 35422 Check 35423 35423104.60 05/21/2420242024 ANNUAL SUBSCRIPTIONCROW RIVER NEWS05/13/24100-41900-50210 104.60 Total For Check 35423 Check 35424 35424100.00 05/21/24114X96798707OFFICE WATERCULLIGAN BOTTLED WATER04/30/24100-41900-50210 3542486.00 05/21/24100X08089109OFFICE WATERCULLIGAN BOTTLED WATER04/30/24100-42100-50210 186.00 Total For Check 35424 Check 35425 35425(163,667.82)05/21/241175982976R 215 TRACTORDEERE & COMPANY04/30/24416-00000-39101 35425266,904.33 05/21/241175982976R 215 TRACTORDEERE & COMPANY04/30/24416-43100-50580 103,236.51 Total For Check 35425 Check 35426 354261,300.00 05/21/24426PUBLIC WORKS BUILDING TANK DRAIN LE J MAYERS INC04/26/24411-43100-50520 1,300.00 Total For Check 35426 Check 35427 35427134.56 05/21/24995764ORDINANCE NO. 2024-521ECM PUBLISHERS INC04/25/24100-41130-50350 35427284.94 05/21/24996898CORCORAN TRUNK INFRASTRUCTUREECM PUBLISHERS INC05/02/24100-41130-50350 3542787.07 05/21/24997937MAY 23 RUSH CREEK RESERVE PO 24-01ECM PUBLISHERS INC05/09/24100-41900-50350 506.57 Total For Check 35427 Check 35428 35428114.00 05/21/24EE1836LEAN TOOESS BROTHERS & SONS INC.04/17/24411-43100-50520 114.00 Total For Check 35428 Check 35429 35429625.00 05/21/243422BCLEAN UP DAY 2024 - MATTRESS DISPOEVERGREEN RECYCLING LLC05/06/24100-43201-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35429 625.00 Total For Check 35429 Check 35430 35430130.12 05/21/2418266SELECT GRANULARFEHN COMPANIES04/29/24100-43122-50224 130.12 Total For Check 35430 Check 35431 3543132,850.00 05/21/24INV-39498FLOCK SAFETY FALCON LICENSE PLATE FLOCK GROUP INC05/03/24416-42100-50580 32,850.00 Total For Check 35431 Check 35432 354322,100.00 05/21/24311298GASB 75 VALUATION REPORT PREPERATIGALLAGHER BENEFIT SERVICES I04/23/24100-41500-50300 2,100.00 Total For Check 35432 Check 35433 354333,266.91 05/21/2442820251COMPRESSOR REPAIRGEOTHERMAL CONCEPT04/28/24100-41900-50401 3,266.91 Total For Check 35433 Check 35434 35434135.68 05/21/244040316APRIL 2024 SUPPORT SERVICESGOPHER STATE ONE CALL04/30/24601-49400-50380 35434135.67 05/21/244040316APRIL 2024 SUPPORT SERVICESGOPHER STATE ONE CALL04/30/24602-49450-50380 271.35 Total For Check 35434 Check 35435 35435963.10 05/21/2405132024DEPENDENT CARE REIMBURSEMENTMATT GOTTSCHALK05/13/24100-00000-21710 963.10 Total For Check 35435 Check 35436 35436750.00 05/21/2405152024SPRING BASEBALL JAMBOREEHANOVER YOUTH BALL05/15/24100-45100-50300 750.00 Total For Check 35436 Check 35437 3543720,103.27 05/21/24061520242024 2ND QUARTER FIRE PROTECTIONCITY OF HANOVER01/17/24100-42200-50300 20,103.27 Total For Check 35437 Check 35438 35438360.00 05/21/2405022024ANNUAL MEMBERSHIP DUES/TRAININGHENNEPIN COUNTY CHIEF05/07/24100-42100-50207 35438280.00 05/21/2405022024ANNUAL MEMBERSHIP DUES/TRAININGHENNEPIN COUNTY CHIEF05/07/24100-42100-50433 640.00 Total For Check 35438 Check 35439 35439333.36 05/21/241000226048RADIO FLEET FEEHENNEPIN COUNTY TREASURER05/02/24100-43100-50323 333.36 Total For Check 35439 Check 35440 35440750.00 05/21/2400445572FACILITY USAGE FOR FIREARM SAFETYHENNEPIN TECHNICAL COLLEGE05/09/24100-42100-50207 750.00 Total For Check 35440 Check 35441 3544160.00 05/21/24003401052400CAR WASH APRIL 2024HOLIDAY COMPANIES05/01/24100-42100-50403 60.00 Total For Check 35441 Check 35442 35442790.00 05/21/24664335CHILD ID SOFTWAREIDENTISYS INC.04/26/24416-42100-50210 354423,952.50 05/21/24664226CHILD ID PRINTERIDENTISYS INC.04/25/24416-42100-50210 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35442 4,742.50 Total For Check 35442 Check 35443 3544317,929.70 05/21/24040420242024 WORKER'S COMPENSATION COVERAGLEAGUE OF MN CITIES INSUR.TR02/06/23100-41900-50430 17,929.70 Total For Check 35443 Check 35444 354442,236.00 05/21/2405072024LABOR RELATION SERVICES APRIL 2024MADDEN, GALANTER, HANSEN LLP05/01/24100-41600-50300 2,236.00 Total For Check 35444 Check 35445 354451,250.00 05/21/2416065PUBLIC SAFETY ASSESSMENTMARTIN-MCALLISTER04/30/24100-42100-50300 1,250.00 Total For Check 35445 Check 35446 354464.98 05/21/2431338PVC CLEANOUT PLUGMENARDS MAPLE GROVE04/24/24100-43100-50210 4.98 Total For Check 35446 Check 35447 3544729,677.65 05/21/244114FINALIZED PERMITS APRIL 2024METRO WEST INSPECTION SERVIC04/26/24100-42400-50300 29,677.65 Total For Check 35447 Check 35448 3544823,413.36 05/21/240001172531WASTE WATER SERVICES FOR JUNE 2024METROPOLITAN COUNCIL ENVIRO05/01/24602-49450-50312 23,413.36 Total For Check 35448 Check 35449 3544982,005.00 05/21/2404-2024APRIL 2024 SAC CHARGESMETROPOLITAN COUNCIL05/10/24602-00000-20800 35449(820.05)05/21/2404-2024APRIL 2024 SAC CHARGESMETROPOLITAN COUNCIL05/10/24602-00000-36200 81,184.95 Total For Check 35449 Check 35450 3545057.23 05/21/24183115FILTERSMILLER CHEVROLET03/12/24100-42100-50220 35450187.00 05/21/241836732024 GMC SIERRA MAT PACKAGEMILLER CHEVROLET04/30/24100-43100-50220 244.23 Total For Check 35450 Check 35451 354514.84 05/21/2419298UB refund for account: 20019298-15MILLER, MIRANDA/TONY05/09/24601-00000-22200 4.84 Total For Check 35451 Check 35452 354521,099.99 05/21/24204078FULL PORT ELECTRIC VALVEMIMBACH FLEET SUPPLY INC04/10/24100-43100-50220 1,099.99 Total For Check 35452 Check 35453 35453250.00 05/21/2412511BATTERIESMINNESOTA DISCOUNT BATTERIES05/08/24100-43100-50220 250.00 Total For Check 35453 Check 35454 354541,299.00 05/21/24457145EMPLOYMENT PHYSICALMN OCCUPATIONAL HEALTH04/30/24100-42100-50300 1,299.00 Total For Check 35454 Check 35455 354559.19 05/21/24536411INSTANT SHUDDER FIXNAPA AUTO PARTS - Corcoran05/08/24100-43100-50210 9.19 Total For Check 35455 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35456 35456192.31 05/21/2405152024DEPENDENT CARE REIMBURSEMENTNATALIE DAVIS MCKEOWN05/15/24100-00000-21710 192.31 Total For Check 35456 Check 35457 3545788.00 05/21/2405142024FIELD RESERVATION REFUNDNAVEEN GADDE05/14/24100-00000-34700 88.00 Total For Check 35457 Check 35458 354582,200.00 05/21/2427161CITY HALL CARPET CLEANINGNORTHWEST CARPET CLEANERS, I05/03/24100-41900-50401 2,200.00 Total For Check 35458 Check 35459 3545944.88 05/21/24PSO102701-1SQUARE NECK SCRESNUSS TRUCK & EQUIPMENT05/07/24100-43100-50220 44.88 Total For Check 35459 Check 35460 354600.97 05/21/24365071828001PAPER TOWELSODP BUSINESS SOLUTIONS, LLC04/26/24100-41900-50200 35460125.44 05/21/24365071828001PAPER TOWELSODP BUSINESS SOLUTIONS, LLC04/26/24100-41900-50210 126.41 Total For Check 35460 Check 35461 354611,744.93 05/21/24050724HRA REIMBURSEMENTJESSE OLSON05/07/24100-00000-21706 1,744.93 Total For Check 35461 Check 35462 35462133.25 05/21/240001584467HSA MAINTENANCDE FEE (JAN-MAR 2024OPTUM04/15/24100-41900-50300 133.25 Total For Check 35462 Check 35463 35463251,146.33 05/21/24227705274 PAY13CORCORAN WATER TOWER STORAGE TANK PHOENIX FABRICATORS & ERECTO05/15/24601-00000-16500 35463(12,557.36)05/21/24227705274 PAY13CORCORAN WATER TOWER STORAGE TANK PHOENIX FABRICATORS & ERECTO05/15/24601-00000-20610 238,588.97 Total For Check 35463 Check 35464 35464240.00 05/21/24INV389864UNIFIED HOME CONSULTING SOFTWAREPOWERSCHOOL GROUP LLC04/24/24100-41920-50300 354641,872.50 05/21/24INV391069CIVICLIVE SOFTWARE SUBSCRIPTIONPOWERSCHOOL GROUP LLC03/29/24100-41920-50300 2,112.50 Total For Check 35464 Check 35465 35465919.23 05/21/240894-006671980CITY RECYCLINGREPUBLIC SERVICES04/30/24100-43201-50300 919.23 Total For Check 35465 Check 35466 35466618.84 05/21/240894-006674439CITY PARK GARBAGE REPUBLIC SERVICES04/30/24100-45200-50380 618.84 Total For Check 35466 Check 35467 354672,716.13 05/21/240894-006674586CITY HALL GARBAGE REPUBLIC SERVICES04/30/24100-41900-50380 2,716.13 Total For Check 35467 Check 35468 35468267.12 05/21/240894-006676479WILDFLOWER PARK GARBAGEREPUBLIC SERVICES04/30/24100-45200-50380 267.12 Total For Check 35468 Check 35469 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 7/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35469 35469168.37 05/21/240894-006675390PUBLIC WORK GARBAGEREPUBLIC SERVICES04/30/24100-43100-50380 168.37 Total For Check 35469 Check 35470 354703,042.50 05/21/242224847WCA PROJECTSSTANTEC CONSULTING SERVICES04/26/24100-00000-22205 354702,529.67 05/21/242222664BELLWETHERSTANTEC CONSULTING SERVICES04/19/24100-00000-22205 354701,937.20 05/21/242224846LARKIN ROAD IMPROVEMENTSSTANTEC CONSULTING SERVICES04/26/24100-00000-22205 35470901.60 05/21/242222684INDUSTRIAL NE PID 01-119-23-1100-0STANTEC CONSULTING SERVICES04/19/24100-00000-22205 35470393.60 05/21/242222660KARINIEMI-MEADOWSSTANTEC CONSULTING SERVICES04/19/24100-00000-22205 354702,095.75 05/21/242222676SCHERBER CR 30STANTEC CONSULTING SERVICES04/19/24100-00000-22205 354701,374.50 05/21/242222677KWIK TRIPSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 354701,769.00 05/21/242222672RED BARN PET RETREATSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470227.60 05/21/242224841SUNRAMSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 354703,920.95 05/21/242222680WOODLAND HILLSSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470427.60 05/21/242222681OSWALD FARMSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470591.80 05/21/242222679CORCORAN STORAGE IISTANTEC CONSULTING SERVICES05/09/24100-00000-22205 354702,590.20 05/21/2422226713019 ADDITIONSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 354701,145.00 05/21/242222678ENGINEERING REVIEW - FAIRWAY SHORESTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470859.50 05/21/242222662CHASTEK FARMSSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 3547060.00 05/21/242222668PIONEER TRAIL INDUSTRIAL PARKSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470778.00 05/21/242224835HOPE COMMUNITYSTANTEC CONSULTING SERVICES05/09/24100-00000-22205 35470115.00 05/21/242224840BASS LAKE CROSSINGSTANTEC CONSULTING SERVICES04/26/24100-00000-22205-008 35470504.06 05/21/242222661BECHTOLD FARMSTANTEC CONSULTING SERVICES04/19/24100-00000-22205-013 354701,413.60 05/21/242222665COOK LAKE HIGHLANDSSTANTEC CONSULTING SERVICES04/19/24100-00000-22205-017 354706,178.57 05/21/242222666TAVERASTANTEC CONSULTING SERVICES04/19/24100-00000-22205-056 35470869.99 05/21/242222663RAVINIASTANTEC CONSULTING SERVICES04/19/24100-00000-22205-058 354708,308.90 05/21/242224853STIEG ROAD IMPROVEMENTSTANTEC CONSULTING SERVICES04/26/24100-00000-22205-087 35470590.40 05/21/242222670AMBERLY (1,2) BELLWETHER (6,7,9)STANTEC CONSULTING SERVICES04/19/24100-00000-22205-087 35470973.26 05/21/242222667RUSH CREEK RESERVESTANTEC CONSULTING SERVICES04/19/24100-00000-22205-098 35470304.37 05/21/242222674GARAGES TOOSTANTEC CONSULTING SERVICES04/19/24100-00000-22205-111 354702,187.11 05/21/242222673ST. THERESESTANTEC CONSULTING SERVICES05/09/24100-00000-22205-117 354703,641.50 05/21/242224855CITY CENTER DRIVE & 79TH PLACE STRSTANTEC CONSULTING SERVICES04/26/24100-00000-22205-130 354701,339.75 05/21/242224858CR 116 & HUNTER RIDGE TURN LANE IMSTANTEC CONSULTING SERVICES04/26/24100-00000-22205-131 354701,645.14 05/21/242222669WALCOTT GLENNSTANTEC CONSULTING SERVICES05/09/24100-00000-22205-132 354702,575.70 05/21/242224851NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/26/24100-42400-50303 35470331.25 05/21/242224854HORSESHOE BEND DRIVESTANTEC CONSULTING SERVICES04/26/24100-43170-50300 354705,263.25 05/21/242224848GENERAL ENGINEERING SERVICESSTANTEC CONSULTING SERVICES04/26/24100-43170-50300 35470420.50 05/21/242224847WCA PROJECTSSTANTEC CONSULTING SERVICES04/26/24100-43170-50309 35470337.50 05/21/242224848GENERAL ENGINEERING SERVICESSTANTEC CONSULTING SERVICES04/26/24100-43170-50309 35470348.85 05/21/24222484966TH STREET DESIGN AND CONSTRUCTIOSTANTEC CONSULTING SERVICES04/26/24408-48005-50530 3547030,260.40 05/21/242224852WATER SUPPLY, TREATMENT & STORAGE STANTEC CONSULTING SERVICES04/26/24601-00000-16500 3547013,686.55 05/21/242224857NE CORCORAN TRUNK INFRASTRUCTURESTANTEC CONSULTING SERVICES04/26/24601-49400-50300 354701,203.55 05/21/242224851NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/26/24601-49400-50303 354708,658.20 05/21/242224856NE CORCORAN WATER TOWERSTANTEC CONSULTING SERVICES04/26/24601-49400-50303 3547075.00 05/21/242224850WATER UTILITYSTANTEC CONSULTING SERVICES04/26/24601-49400-50303 354701,203.55 05/21/242224851NEW CONSTRUCTION INSPECTIONSTANTEC CONSULTING SERVICES04/26/24602-49450-50303 117,080.42 Total For Check 35470 Check 35471 35471283.51 05/21/2405092024TRAINING MILEAGE/LODGING REIMBURSEPAULA STEELMAN05/09/24100-42100-50207 283.51 Total For Check 35471 Check 35472 35472199.90 05/21/24I1698258FORCE ON FORCESTREICHER'S POLICE EQUIPMENT05/08/24100-42100-50207 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 8/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35472 3547289.99 05/21/24I1697244RESERVE SHIRTSTREICHER'S POLICE EQUIPMENT05/02/24100-42100-50209 289.89 Total For Check 35472 Check 35473 35473338.38 05/21/2404.21.2024CELL SERVICE 03/21/2024-04/20/2024T-MOBILE04/21/24100-43100-50321 338.38 Total For Check 35473 Check 35474 35474400.68 05/21/2405012024UNION DUES/TLDF MAY 2024TEAMSTER LOCAL 32005/01/24100-00000-21707 400.68 Total For Check 35474 Check 35475 3547527.96 05/21/24023187REIMBURSEMENTCREDIT CARD PURCHASES04/25/24100-00000-20205 35475491.84 05/21/249004709151ENVELOPESDELUXE05/10/24100-41900-50200 3547577.05 05/21/2432652149STAFF APPRECIATION SUPPLIESHY-VEE 05/01/24100-41900-50210 35475299.00 05/21/24050624AICP EXAM PREP COURSECREDIT CARD PURCHASES05/06/24100-41910-50207 35475119.99 05/21/2404136-66599364CANVA PRO SUBSCRIPTIONCANVAS SOLUTIONS INC04/29/24100-41920-50308 35475479.79 05/21/24902845TRAINING LODGINGCREDIT CARD PURCHASES04/15/24100-42100-50207 35475479.79 05/21/24902844TRAINING LODGINGCREDIT CARD PURCHASES04/17/24100-42100-50207 35475479.79 05/21/24902843TRAINING LODGINGCREDIT CARD PURCHASES04/15/24100-42100-50207 35475155.00 05/21/2404252024MN LEAP SPRING CONFERENCE - FADDENCREDIT CARD PURCHASES04/25/24100-42100-50207 35475155.00 05/21/2442524MN LEAP SPRING CONFERENCE - STEELMCREDIT CARD PURCHASES04/25/24100-42100-50207 35475577.93 05/21/2405072024TRAINING LODGINGCREDIT CARD PURCHASES05/15/24100-42100-50207 35475627.20 05/21/240512024IACP TRAININGCREDIT CARD PURCHASES05/12/24100-42100-50207 3547560.00 05/21/24698827FLEET MANAGEMENT SOFTWARE 05/09/24FLEETIO05/09/24100-42100-50300 3547579.00 05/21/243609221-202404-PD INVESTIGATIONS APRIL 2024TRANSUNION RISK & ALTERNATIV05/01/24100-42100-50300 35475147.39 05/21/24252258PITAKA CAR CHARGER AND PHONE CASECREDIT CARD PURCHASES04/30/24100-42100-50321 35475100.00 05/21/24080215CEMENT PROJECT SUPPLIESCREDIT CARD PURCHASES04/25/24100-43100-50207 3547559.96 05/21/24048974CLEAN UP DAY STAFF MEALCREDIT CARD PURCHASES05/04/24100-43201-50210 35475232.16 05/21/242405040002CLEAN UP DAY STAFF MEALCREDIT CARD PURCHASES05/04/24100-43201-50210 3547571.69 05/21/24017896CLEAN UP DAY STAFF MEALCREDIT CARD PURCHASES05/04/24100-43201-50210 35475306.44 05/21/2413693559BASEBALL MEDALSCREDIT CARD PURCHASES05/09/24100-45100-50210 35475207.03 05/21/2405062024CITY PARK GARBAGE REPUBLIC SERVICES05/06/24100-45200-50380 3547574.65 05/21/244272024FIREARM SAFETY MEALCREDIT CARD PURCHASES04/27/24202-42100-50210 35475479.45 05/21/249093FIREARM SAFETY SUPPLIESCREDIT CARD PURCHASES04/25/24204-42100-50210 35475626.92 05/21/244272024FIREARM SAFETY MEALCREDIT CARD PURCHASES04/27/24204-42100-50210 3547581.76 05/21/2403175762QT COOLERMENARDS MAPLE GROVE04/25/24204-42100-50210 6,496.79 Total For Check 35475 Check 35476 35476210.85 05/21/249962630112PD/CH CELL PHONE SERVICEVERIZON WIRELESS04/26/24100-41900-50321 354761,223.19 05/21/249962630112PD/CH CELL PHONE SERVICEVERIZON WIRELESS04/26/24100-42100-50321 35476480.12 05/21/249962630112PD/CH CELL PHONE SERVICEVERIZON WIRELESS04/26/24100-42100-50323 1,914.16 Total For Check 35476 Check 35477 35477219.00 05/21/24943815TIRE DISPOSALWESTSIDE WHOLESALE TIRE05/06/24100-43201-50210 219.00 Total For Check 35477 Check 35478 35478359.46 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205 35478277.80 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-007 35478822.17 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-056 354781,181.48 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-065 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 9/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 35478 3547863.40 05/21/2435031278819BROCKTON LN/CO RD 10: 150-1698-844WRIGHT-HENNEPIN COOP ELECT04/29/24100-00000-22205-087 35478626.51 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-087 35478217.45 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-098 3547896.30 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-00000-22205-132 354781,761.83 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-41900-50381 35478320.40 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-42151-50381 35478196.59 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-43100-50381 3547879.96 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24100-45200-50381 3547874.55 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24601-49400-50380 35478285.80 05/21/2435031316727UTILITY SERVICESWRIGHT-HENNEPIN COOP ELECT04/10/24602-49450-50380 6,363.70 Total For Check 35478 Check 35479 3547918.81 05/21/248756852509820 CO RD 101 WATER METERXCEL ENERGY05/01/24601-49400-50381 18.81 Total For Check 35479 Check 35480 35480577.68 05/21/24876009395BELLWETHER - STREET LIGHTSXCEL ENERGY05/03/24100-00000-22205 577.68 Total For Check 35480 Check 35481 3548121.53 05/21/248765010379700 CTY RD 19 STREET LIGHTXCEL ENERGY05/07/24100-43100-50381 21.53 Total For Check 35481 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 10/10Page: 05/17/2024 10:58 AM User: jpeterson DB: Corcoran EXP CHECK RUN DATES 05/10/2024 - 05/21/2024 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 297,401.22 Fund 100 GENERAL FUND 74.65 Fund 202 CITY COMMUNITY EVENTS 3,379.63 Fund 204 FIREARMS SAFETY 348.85 Fund 408 PAVEMENT MANAGEMENT 3,217.50 Fund 411 PUBLIC WORKS FACILITY 141,187.01 Fund 416 CAPITAL-EQUIPMENT CERTS 302,489.55 Fund 601 WATER 106,223.33 Fund 602 SEWER Fund Totals: 854,321.74 Total For All Funds: STAFF REPORT Agenda Item: 7e. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Additional Financial Claims Action Required Approval Summary Cities, counties, towns, school districts, and political subdivisions or agencies of local government must pay vendor bills according to the terms of the contract with the vendor. If no contract term applies, the bill must be paid within a “standard payment period” unless there is a good faith dispute over the b ill. See Minn. Stat. § 471.425. If the bill is not paid within the standard payment period, the public entity must pay interest charges. To avoid any late fees or interest, and due to the upcoming three-week period before Council can approve claims due, staff requests Council approve a claims processing run for May 30, 2024, to remain within the state statute requirements for 35 - day payment of claims following receipt of invoice. Staff will include the May 30, 2024 claims report at the next Council meeting on June 13, 2024. Financial/Budget Claims through May 30, 2024. Options Council as the option to wait until the June 13 Council meeting, however, some payables may be past the 35 day requirement. Recommendation Staff recommends Council approval for the additional financial claims on May 30, 2024 Council Action Authorize staff to process financial claims on May 30, 2024, and present the report to Council on June 13, 2024. Attachments N/A Page 1 of 5 STAFF REPORT Agenda Item: 7f. City Council Meeting May 21, 2024 Prepared By Kendra Lindahl, AICP Topic Final Plat and Final Planned Unit Development (PUD) Plan for “Rush Creek Reserve 4th Addition” (City File No. 24- 011) Action Required Approval Review Deadline: June 11, 2024 1. Description of Request The applicant, M/I Homes of Minneapolis/St. Paul, LLC, has submitted a request for approval of a final plat and final PUD plan application for “Rush Creek Reserve 4th Addition”, a development of 51 residential units on 13.5 acres. 2. Background In the Summer of 2014, the Council reviewed a concept plan for the project, formerly known as the Sawgrass development. On December 11, 2014, the Council granted preliminary approvals for 246 homes on 103 acres. These approvals were valid for two years. On February 23, 2017, January 25, 2018, and February 28, 2019, one-year extensions were approved for the project. On February 27, 2020, the Council approved an extension of the preliminary approvals until August 27, 2020. On November 23, 2020, the Council approved phase 1 of Rush Creek Reserve for 80 residential lots and eight outlots on 103 acres. A PUD amendment was also processed with the final PUD for phase 1 and allowed 255 total units. On April 28, 2022, Council approved final plat and final planned unit development (PUD) plan for Rush Creek Reserve 2nd Addition which replatted Outlots D and F of Rush Creek Reserve (1st Addition). On May 26, 2022, Council approved a PUD amendment to allow reduced side yard setbacks for the twin home and townhome portions of the development. On May 11, 2023, the Council approved the final plat and final planned unit development (PUD) plan for Rush Creek Reserve 3rd Addition. Page 2 of 5 3. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. B. Consistency with Ordinance Standards Final Plat The applicant is requesting approval of a final plat for 51 residential lots. The final plat is consistent with the approved preliminary plat and final PUD plan for the entire development. This is the final phase of the development and will bring the total number of platted lots to 255 in the Rush Creek Reserve project. A development contract has been prepared for this phase of the project and will be approved with the final plat. Final PUD Plan Staff finds the final PUD development plan is consistent with the approved preliminary plans, as well as City policies. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans and PUD amendment. However, there are a number of conditions that must be addressed prior to release of the final plat and authorization to begin construction. The 4th Addition will plat 51 villa lots. There is a master association with three sub- associations. Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are consistent with the preliminary plat and preliminary PUD plan. Each street frontage is a corner lot and the plans must show front setbacks on both lot lines. Page 3 of 5 Landscaping Section 1060.070 of the Zoning Ordinance requires one overstory tree for each home. At least two overstory trees, in addition to the required street tree, must be planted on each lot. The submitted landscape plan complies with this requirement. Signage No development signage is proposed with this addition. Easements The applicant has provided 10 ft. drainage and utility easements along the front and rear lot lines and 5 ft. drainage and utility easements along the side lot lines for residential lots. The City Engineer’s memo details areas in which additional easements are needed for utilities. Streets The street layout and design are consistent with the preliminary approvals. The 79th Avenue cul-de-sac will be constructed and will have an emergency vehicle access to 80th Avenue on the north via the trail/fire lane that was constructed in an earlier phase. Grading/Stormwater The City Engineer’s memo includes comments and conditions to ensure compliance with local, watershed and State standards for grading and stormwater. Utilities The City Engineer’s memo provides detailed comments and conditions for the utility plans. Municipal sewer and water are available to serve the site. Off-Site Improvements No off-site improvements are required at this project phase. Lighting The applicant has submitted a lighting plan that shows lighting locations. Streetlights are generally located on the sidewalk side of the street, but their final location will be coordinated with the City and field located during construction. Wetlands The final plans show several wetlands with buffers and buffer setbacks consistent with the preliminary plat. None of these wetlands are in the area being platted as the 4th Addition, however, several wetlands are adjacent to the plan in areas that will be graded. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the Page 4 of 5 buffer, with a maximum spacing of 200 ft. along the wetland buffer edge. Plans must be revised to show these wetland buffer mouments as a condition for approval. The applicant is working with the State to establish a wetland bank in the adjacent wetland area. This banking has no impact on the 4th Addition plat. Parks, Trails and Open Space Park dedication for this phase will be cash-in-lieu of land for the 4th Addition. Park dedication for this phase shall be $245,937.85. All trails were platted in previous phases and were given credit. However, with this plat they will record an amended trail easement for the trail on the north side of the project that was field located outside of the original trail easement area to avoid trees. The amendment will modify the trail easement to fully cover the trail as constructed. There was an error when the fire/lane trail was recorded and the final page showing the trail location was left off of the recorded document. A new easement will be recorded with this phase. Easement Vacation A public hearing will be held at the May 21st Council meeting to vacate the blanket drainage and utility eaesment over Outlot F, Rush Creek Reserve Second Addition so that the outlot can be platted as Rush Creek Reserve 4th Addition. New easements will be dedicated with the plat. Conclusion Staff finds that the proposed final PUD plan and final plat is consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, preliminary PUD approvals and final PUD approvals. The staff report has noted outstanding issues that must be addressed, and staff has included conditions in the attached resolutions to address these issues. 4. Recommendation Move to adopt the following: a. Resolution 2024-57 approving the final PUD plan, b. Resolution 2024-58 approving the final plat and development contract and Attachments 1.Resolution 2024-57 approving the final PUD plan for Rush Creek Reserve 4th Addition 2.Resolution 2024-58 approving the final plat and development contract for Rush Creek Reserve 4th Addition 3.Development Contract Page 5 of 5 4.Site Location Map 5.City Engineer’s Memo dated May 14, 2024 6.Applicant’s narrative dated March 27, 2024 7.Site Map 8.Final Planned Unit Development Plans dated April 12, 2024 9.Final Plat dated March 19, 2023 10. Vacation Exhibit dated April 4, 2024 11. Amended Trail Easement 12. Trail Easement City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-57 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT PLAN FOR “RUSH CREEK RESERVE 4th ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-44-0021) (CITY FILE NO. 24-011) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final planned unit development (PUD) plan for “Rush Creek Reserve 3rd Addition” for 51 new residential units on 13.5 acres of property legally described as: Outlot F, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD plan, subject to the following conditions: 1. A final PUD plan is approved to create 51 residential villa lots for “Rush Creek Reserve 4th Addition” in accordance with the plans and application received by the City on February 22, 2024 and additional information received on March 19, 2024, April 4, 2024 and April 12, 2024, except as amended by this resolution. 2.Approval is subject to the preliminary approvals (Resolutions 2014-72 and 2014-73) in addition to the final PUD approval for the project (Resolution 2020-87). 3.Approval is contingent upon approval of the final plat (Resolution 2024-58). 4.The applicant shall comply with all requirements of the City Engineer’s memo dated May 14, 2024. 5.The wetland buffers north of the 4th Addition are being established as part of a wetland bank application. The establishment of those buffers will be managed through the wetland banking project. 6.Drainage and utility easements exist over the wetland complex and stormwater BMP’s of the Rush Creek development. These easements shall stay in place and not be impacted due to the adjacent wetland bank application. 7.Sheet L1.03 of the Construction plan set shall be revised to use the City of Corcoran landscape details. 8.In addition to the street tree, at least two overstory trees shall be planted on each single family lot. 9.An encroachment and maintenance agreement is required for the retaining wall. 10.The HOA shall be responsible for the maintenance of ponds, sidewalks and all common areas, including lighting and landscaping in those areas. Agenda Attachment Item: 7f1. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-57 Page 2 of 3 11.Lighting shall comply with the requirements of Section 1060.040 of the Zoning Ordinance and generally be placed on the sidewalk side of the street. a.The applicant shall work with City staff to finalize the street locations. 12.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 must be purchased from the City. b.Wetland signs must be installed on treated 4x4 wooden posts. c.Wetland buffer signs must be installed prior to issuance of building permits. d.The installation of the wetland monument buffer signs according the approved plan must be certified by a registered land surveyor. e.Wetland buffers must be planted and inspected by the City prior to issuance of building permits. f.Where buffer areas are not vegetated or have been disturbed within the last 10 years, such buffer areas shall be replanted and maintained according to the standards in Section 1050.010 Subd. 8(C) of the Zoning Ordinance. g.If existing wetland buffers are proposed to remain, the City’s wetland buffer specialist must inspect and confirm existing buffers are undisturbed and in an acceptable condition prior to submittal of the final plat application (if applicant proposing to maintain existing wetland buffers). 13.The future homeowners in the development will benefit from the public trail system in Corcoran. Park dedication for Rush Creek Reserve shall be a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. Park dedication is required at final plat of each phase. a.Park dedication for this phase shall be cash-in-lieu of land as outlined in the development contract. b.The applicant shall record the easement for the fire lane/trail easement on Outlot E, Rush Creek Reserve 2nd Addition. This easement was given with the 2nd Addition but was recorded without the exhibit and must be recorded with this phase. No park dedication credit shall be given with this phase. FURTHER, the following items must be addressed prior to issuance of building permits: 14.Mechanical equipment (including air conditioning units) must be located in the side or rear yard and shown on plans. 15.The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City. 16.Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. 17.Any request for the City to inspect the required pond and wetland buffers in order to reduce financial guarantees must be accompanied by a recertification/verification of field City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-57 Page 3 of 3 inspection by the project Landscape Architect. A letter signed by the Landscape Architect verifying buffers have been correctly seeded in compliance with the plans and specifications will suffice. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-58 Page 1 of 2 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RUSH CREEK RESERVE 4th ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119- 23-44-0021) (CITY FILE NO. 24-011) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of a final plat for “Rush Creek Reserve 4th Addition” for 51 new residential units on 13.5 acres of property legally described as: Outlot F, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for final plat, subject to the following conditions: 1.A final plat is approved to create 51 residential villa lots for “Rush Creek Reserve 4th Addition” in accordance with the plans and application received by the City on February 22, 2024 and additional information received on March 19, 2024, April 4, 2024 and April 12, 2024, except as amended by this resolution. 2.Approval is subject to the preliminary approvals (Resolution 2014-72 and 2014-73) and the final PUD approval for the project (2024-57). 3.Approval is contingent upon approval of the easement vacation (Resolution 2024-59). 4.An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 5.The applicant shall comply with all requirements of the City Engineer’s memo dated May 14, 2024. 6.Park dedication shall be as required by Resolution 2024-57 approving the final PUD development plan. FURTHER, prior to release of the final plat for recording: 7.The following documents must be approved by the City Attorney: a.Development Contract b.Trail Easement c.Amendment to Trail Easement d.Encroachment and Maintenance Agreement e.Homeowners Association documents 8.Letter of credit must be in place and all fees paid. FURTHER, that the following conditions must be met prior to issuance of building permits: Agenda Attachment Item: 7f2. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-58 Page 2 of 2 9.The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 10.Record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 11.The following documents must be recorded at Hennepin County: a. Development Contract b.Trail Easement c.Amendment to Trail Easement d. Encroachment and Maintenance Agreement e.Homeowners Association documents 12.Wetland buffer plantings must be installed. a.A wetland buffer specialist from the City shall be present to observe the seeding of wetland buffer plantings. Seed varieties, amounts, equipment and cover crop species shall be inspected. b.Wetland buffers shall be seeded during the grading process when conditions are appropriate. c.Wetland buffers shall be seeded and/or planted as directed by the Corcoran Buffer Vegetation Establishment Plan. FURTHER, that the following conditions must be met prior to release of remaining escrow: 13.Lot corner monuments shall be installed as required by the Subdivision Ordinance. A financial guarantee shall be required to ensure installations per City requirements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RUSH CREEK RESERVE 4TH ADDITION This DEVELOPMENT CONTRACT (this “Contract”) dated ____________________, 2024, is entered into by and between the CITY OF CORCORAN, a Minnesota municipal corporation (the “City”), and M/I Homes of Minneapolis/St. Paul, LLC, A DELAWARE CORPORATION (the “Developer”) and shall be effective upon full execution by the City and the Developer. The City and the Developer are sometimes collectively referred to herein as the “parties” or each a “party”. This is an amendment to the master Rush Creek Reserve Development Contract dated June 9, 2021. 1)REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Rush Creek Reserve 4th Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in the attached Exhibit A (the “Subject Property”). 2)CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3)RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Administrative Services Director, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has authorized the Developer to proceed, in writing. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4)PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer Agenda Attachment Item: 7f3. -2 – and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5)PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless the initial phase is final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6)CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. Notwithstanding the provisions of this paragraph, in the event that changes to federal or state law prohibit or limit the City’s authority to collect the costs of off-site improvements for this project as contemplated in Section 9 herein and the parties do not mutually agree to remain bound to the terms contemplated in said Section 9, the City shall have the right to substitute off-site improvement cost collection provisions which are: 1) in compliance with applicable law; and 2) which result in reasonably comparable cost contribution from the Developer. 7)DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms herein shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, received March 19, 2024 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated February 20, 2024 (received April 12, 2024) Plan C – Final Sanitary Sewer, Watermain, Storm Sewer, And Streets (PUD Set) dated February 20, 2024 (received April 12, 2024) Plan D – Final Lighting Plan (PUD Set), dated February 20, 2024 (received April 12, 2024) Plan E – Final Landscape Plan (PUD Set), dated February 20, 2024 (received April 12, 2024) 8)IMPROVEMENTS. The Developer shall install and pay for, without limitation, all of the following improvements: a.Streets b. Sanitary Sewer c.Watermain d.Surface Water Facilities (pipe, ponds, rain gardens, etc.) e.Grading and Erosion Control f.Sidewalks/Trails g.Street Lighting h.Underground Utilities i.Street Signs and Traffic Control Signs -3 – j.Landscaping k.Tree Preservation l.Wetland Mitigation and Buffers m.Monuments Required by Minnesota Statutes n.Miscellaneous Facilities In addition to the above-listed improvements, Developer shall be responsible for all other costs necessary to construct the improvements pursuant to the City-approved plans. The Developer shall submit plans which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer or designee. The Developer may instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be performed and completed in the best and most workmanlike manner and in strict conformance with the approved plans and City Engineering Design Standards. No deviations from the approved plans and Standards will be permitted unless authorized by the City Engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans, City Engineering Design Standards and Standard Details. 9)OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make off-site improvements as part of the Rush Creek Reserve subdivision. The developer agrees to fund off-site improvements as noted in this Contract. No off-site improvements are required with Rush Creek Reserve 4th Addition. a.The following improvements were required with the 2nd Addition and a LOC for the improvements was collected with the 1st Addition Development Contract. CSAH 116 Water Looping. Water looping is necessary and is being constructed and being paid for by the developer as outlined in the Development Contract for the 2nd Addition. -4 – Northeast Utility Corridor and Emergency Access. The developer is responsible for the Northeast Utility Corridor and Emergency Access. This project is being completed as part of the 2nd Addition. b.The developer performed the northern offsite stormwater conveyance project with the 1st Addition. Developer established $150,000 in LOC with the 1st Addition for this work. Developer shall be responsible for all financial responsibilities and cash commitments for this work as outlined in the master Rush Creek Reserve Development Contract dated June 9, 2021. c.For the CSAH 116 Water Looping and Northeast Utility Corridor and Emergency Access projects, $450,000 was established as a LOC with the 1st Addition. Developer shall be responsible for all financial responsibilities and cash commitments for this work as outlined in the master Rush Creek Reserve Development Contract dated June 9, 2021. 10) CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 11) PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: City of Corcoran for Building Permits Minnesota Department of Health for Watermain MPCA for Sanitary Sewer Extension 12) TIME OF PERFORMANCE. The Developer shall install all required public improvements in this phase by October 31, 2024, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets in the 4th Addition until 80% of the homes in the 4th Addition have received a certificate of occupancy and the streets have weathered a full winter season. Final wear course placement outside of this time frame must have the written approval of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13) LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14) CONSTRUCTION ACCESS. Haul routes for vehicles used in transport of materials shall be designated by the City Engineer. The City Engineer has discretion to change the designated haul routes at any time in event of unforeseen circumstances. This Agreement may be terminated and all work on the Subject Property may be halted by the City for Developer’s failure to use the designated haul routes or for any other violation of this Agreement. 15) GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. -5 – 16) EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements which the City determines would be beneficial. The City is an MS4 City and all erosion control shall comply with the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. Further, the City shall have the authority to stop work on the Subject Property and/or withhold additional building permits or certificates of occupancy in the event that the Developer fails to comply with the approved erosion control plan. 17)STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets affected by the project are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 18)OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the public improvements lying within public easements or right-of-way shall become City property. This provision shall not apply to private improvements (e.g. private retaining walls) which encroach upon public easement or right-of-way, and such encroachments shall be subject to any applicable and separate encroachment agreement. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: a.Record Drawings b.Certification from the Registered Land Surveyor that land corner monuments and wetland buffer signs have been installed according to the approved plans. c.The warranty/performance financial guarantee 19) PARK DEDICATION. Park dedication for Rush Creek Reserve will be a combination of land, dedication and cash. The Developer shall dedicate to the City the trail easements identified on the preliminary plat, except as modified by the approving resolutions and construct all trails as shown on the plans. The developer shall construct the bituminous trails in the subdivision and shall work with the city. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit for the required dedication shall be given for this work. Credit shall be given for trail paving, if directed by the City. Credit shall be given for the net area of the trail easement area. The remainder of the required park dedication shall be satisfied with cash-in-lieu of land. Park dedication shall be obtained based on the phase being platted. Rush Creek Reserve 4th Addition no park land dedication and will provide cash-in-lieu of land. Prior to release of the final plat, the Developer shall satisfy the park dedication requirements for this phase by a cash contribution of $245,937.85. The charge was calculated in accordance with Section 955 of the -6 – City’s Subdivision Ordinance as follows: 51 single family units x $5,954 per unit ($303,654.00) less an overpayment of $57,716.15 in the 2nd and 3rd Addition. 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: 13.5 net acres (based on pre-developable area) $9,318.44 per acre (Watermain & Raw Water TLAC) = $125,798.94, and 13.5 net acres (based on pre-developable area) $12,608.05 per acre (Treatment & Storage TLAC) = $170,208.68. 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 family units x $1,332.82 per unit = $67,973.82. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22) SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 13.5 net acres (based on pre-developable area) x $7,621.91 1 per acre = $102,895.79. 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 family units x $1,318.40 per unit = $67,238.40. 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) BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A.Prior to issuance of building permits other than the model home; utilities, curbing and one lift of bituminous shall be installed on public streets. B.Utilities shall be installed and reasonable access to the lot from a public street shall be provided prior to issuance of a model home permit. One model home will be allowed per product type (single family, twin home, townhome, etc.) per development and shall be on lots acceptable to the City. C.No sewer and water connection permits may be issued until the utilities are tested and approved by the City Engineer. D.The Developer shall comply with the City of Corcoran Engineering Design Standards. E.Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Monument signs shall be purchased from the City. The land -7 – surveyor must certify that the wetland buffer signs have been installed in accordance with the approved plans. F.Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, the halting of all work in the plat, and/or the denial of certificates of occupancy. G.If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 25) STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 26) STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 27) RESPONSIBILITY FOR COSTS. A.Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal (including, without limitation, attorneys’ fees), planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by the 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, -8 – and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C.The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D.The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E.The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. Further, the City shall have the right to access Developer’s posted security to obtain reimbursement for unpaid invoiced amounts. Should Developer’s security be insufficient to cover any amounts owed to the City and unpaid after invoicing, the City may assess such amounts against the Subject Property. Developer, on behalf of itself and it successors and assigns, hereby waives any assessment notice requirements and any right to appeal such assessment pursuant to Minnesota Statute 429. F.In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 28) SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A.Compliance with the conditions of the preliminary approvals (Resolution 2014-72 and 2014- 73), the PUD Amendment (2022-87), the PUD Final Development Plan (Resolution 2024-57) and Final Plat approval (Resolution 2024-58) is required. B.Before the City signs the final plat, the Developer shall convey the Park to the City by warranty deed, free and clear of any and all encumbrances. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City. C.The Developer shall install an eight-foot trail. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed trail easement, in recordable form. D.The Developer shall post a $5,100.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 51 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. E.The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. -9 – F.The Developer shall include the “City of Corcoran’s Standard Detail” (all applicable sections) in the contract documents of their improvement project. 29) MISCELLANEOUS. A.The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract and all posted security correspondingly secures the performance of the assignee. B.Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C.Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D.Third parties shall have no recourse against the City under this Contract. E.If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F.The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G.This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. -10 – H.Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I.The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. J.The Contract may be executed in any number of counterparts, each of which shall be deemed to be an original. K.The laws of the State of Minnesota shall govern all issues relating to this Contract and any action brought to enforce rights or obligations herein shall be brought in Hennepin County, Minnesota. L.All exhibits, plan documents, City approval documents, and City planning or engineering memos referenced herein are hereby incorporated into and shall become a part of this Contract as if attached hereto. M.Upon completion of construction, the Developer shall provide the City with as-built records of all soil corrections and utility infrastructure installations made by the Developer on the Subject Property or within any affected public right-of-way. N.Upon completion of installation of the same (as applicable), any sanitary sewer installed on the Subject Property shall be televised at the Developer’s expense and the Developer shall submit a recording of the same to the City for the City’s records. O.The Developer shall install railings adjacent to slopes on the Subject Property in compliance with the building, as determined by the Building Official. 30) DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property and the Developer, on behalf of itself and its successors and assigns, hereby waives any right to appeal said assessment. 31)WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. -11 – A.The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B.The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wear course is placed during the same construction season as the bituminous base course. In those instances, the Developer shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C.The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the sod, trees, and landscaping was installed in accordance with the approved plans and specifications. 32)SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $2,698,527.19, which represents 100 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the City Engineer may reduce the letter of credit to the amount reasonably estimated by the City Engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the City Attorney and the City Engineer has been provided by the Developer or its subcontractor. -12 – The amount of the security was calculated as follows: ESTIMATED COSTS ITEM City Project (1) Developer Installed (2) Total Sanitary Sewer System $585,950.00 $585,950.00 Watermain System $389,550.00 $389,550.00 Stormwater System $473,000.00 $473,000.00 Street Construction $742,025.00 $742,025.00 Street Lighting $35,000.00 $35,000.00 Grading/Erosion Control $138,453.29 $138,453.29 Landscaping/Tree Preservation $122,558.00 $122,558.00 Setting Iron Monuments $7,000.00 $7,000.00 Installing Wetland Buffer Monuments* $- SUB-TOTAL: $5,100.00 $5,100.00 City Design, Inspection and Administration (8%) $2,498,636.29 $2,498,636.29 Total: $2,698,527.19 $2,698,527.19 Total Project Cost $2,698,527.19 (1)Public Improvement/City Project. City to own and maintain after development complete. (2)Developer Installed Public Improvements. City to own and maintain after development complete. This breakdown is for historical reference; it is not a restriction on the use of the security. If a letter of credit is used to post any portion of the security, the bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this Contract or upon receipt of notice that the security will be cancelled or otherwise lapse prior to the end of the required term and no City- approved replacement security has been provided. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City Engineer or designee that work has been completed and financial obligations to the City have been satisfied, with City Engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the public improvement and landscaping amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City, both actual and anticipated, have been satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. -13 – 33) INSURANCE REQUIREMENTS. Developer shall take out and maintain or cause to be taken out and maintained until six months after the City’s acceptance of the public improvements: A.Commercial general liability insurance (including operations, contingent liability, operations of subcontractors, competed operations and contractual liability insurance) together with an Owner’s Contractor’s Policy with limits against bodily injury, including death, and property damage (to include, but not be limited to damages caused by erosion or flooding) which may arise out of Developer’s work or the work of any of its subcontractors. B.Limits for bodily injury or death shall not be less than $750,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. C.Worker’s compensation insurance, with statutory coverage, if applicable. D.Developer shall file a Certificate of Insurance with the City Administrator prior to commencing site grading. The City and the City Engineer shall be named as Additional Insureds on a primary and non-contributory basis on the Certificate. The Certificate shall be modified to bear the following language: Should any of the above policies be canceled, materially changed, or not renewed before the expiration date thereof, the issuing company shall give thirty (30) days written notice of the same to the Certificate Holder. In the event of cancellation due to non-payment, ten (10) day’s written notice shall be given to the Certificate Holder. Developer shall be responsible for providing the above language to its insurer. The City does not warranty that these amounts will be sufficient to cover all Developer liability related to the work on the Subject Property and Developer shall be responsible for conducting its own analysis of the appropriate levels of coverage. 34)SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Sanitary Sewer Trunk line area charge (TLAC)* $ 125,798.94 Watermain & Raw Water Trunk (TLAC) 170,208.68 Treatment & Storage (TLAC) 102,895.79 Park Dedication 245,937.85 Engineering Escrow 100,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ $744,841.25 -14 – 35)NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. [Signatures on pages to follow] CITY OF CORCORAN: BY: ______________________________________ Tom McKee, Mayor (SEAL) AND _____________________________________ Jay Tobin, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Tom McKee and by Jay Tobin, the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT A (the “Subject Property”) OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION. FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Agreement against the Subject Property. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGEE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the Subject Property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Hennepin County Property Map Date: 5/16/2024 Comments:PARCEL ID: 2311923440021 OWNER NAME: M/I Homes/Mpls/St Paul Llc PARCEL ADDRESS: 52 Address Pending,Corcoran MN 00000 PARCEL AREA: 13.47 acres, 586,740 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2023, PAYABLE 2024 PROPERTY TYPE: Vacant Land-Residential HOMESTEAD: Non-Homestead MARKET VALUE: $191,100 TAX TOTAL: $2,925.70 ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Vacant Land-Residential HOMESTEAD: Non-Homestead MARKET VALUE: $862,500 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2024 1:9,600 Agenda Attachment Item: 7f4. Memo To: Kevin Mattson, PE, Public Works Director City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Rush Creek Reserve 4th Addition Date: May 14, 2024 Exhibits: This Memorandum is based on a review of the following documents: 1.Planset – Rush Creek Reserve 4 dated 03/19/2024 2.Final Plat Draft P2, P3 dated 03/19/2024 3.Wetland Setbacks Rush Creek Reserve 4 dated 03/19/2024 4.Final PUD Rush Creek Reserve 4 dated 03/19/2024 General: 1.Consistent with the review process, a comment response letter shall be provided in which the applicant provides a written response to each of the items below. 2.In addition to engineering comments, the proposed plans are subject to review by planning, zoning, land-use, and shall meet other applicable codes of the City of Corcoran. 3.An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 4.Update Corcoran Standard Detail references to 2024 revisions. Erosion Control/SWPPP 1.The SWPPP should be updated to provide a tabulation of necessary quantities for this phase as well as identify all of the necessary components of the SWPPP. It shall be certified by a profession with the appropriate license through the University of Minnesota. If the work in this phase is already covered under an existing SWPPP please incorporate into the plan set. Site Plans 1.Final street lighting locations will be reviewed by public safety at time of utility permit. 2.Move street light between lots 15 and 16 to be between lots 16 and 17. 3.Install B618 curb adjacent to Outlot B. 4.Move tree from D&U easement in rear yard of lot 8 block 2. 5.Move tree from D&U easement in side yard of lot 16 block 2 Grading /Stormwater 1.Label clearly on grading plans EOF’s for all areas where water will be collected including all low areas in roadways and greenspaces. Agenda Attachment Item: 7f5. May 2024 Rush Creek Reserve 4th Kevin Mattson, PE, Public Works Director City of Corcoran Page 2 of 3 2.All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the city engineer. o L2B3 swale shown to be 0.8%. 3.Label contours on the grading plan. 4.Storm sewer from AD-D18B to AD-D18G shall be at least 10’ from the toe of the wall to allow for access without undermining the wall. The wall has not been constructed yet so if the wall is shifted back to accommodate this, the encroachment agreements may need to be adjusted. 5.Match crown of storm sewer pipe entering CB D10 from CB D10A. 6.Sump to be required on CBMH D38 due to vertical drop greater than 18” across manhole. 7.Sump to be required on MH D42 as last street manhole before outlet flare. 8.Sump to be required in structure AD D18L as last structure before outlet flare. 9.Pipe between MH D42 and MH D44 is to be RCP not C900. 10. The existing 36” storm sewer will need to be removed and reinstalled after the sewer and watermain are installed as it will be undermined with the installation of the utilities. 11. Sump connections and cleanouts along backyards of Lots 10-18 Block 1 to be provided and shown on plans. 12. Street drain tile o Remove cleanout at CBMH D9 and connect drain tile to structure. o Remove cleanout at CBMH D24 and connect drain tile to structure. o Remove cleanout at CBMH D25 and connect drain tile to structure. o Remove cleanout at CBMH D35 and connect drain tile to structure. o Remove cleanout at CBMH 37 and connect drain tile to structure. o Remove cleanout at CBMH 38 and connect drain tile to structure. 13. An existing drain tile exists beneath the 4 th addition. The tile line shall be grouted or filled for the entire length to ensure it doesn’t impact homes in the 4th addition. 14. It is believed that the existing draintile that was routed through the 4 th addition was intercepted and rerouted with the 1st addition plans. Confirm if the draintile was rerouted to Pond 9 or to the outlet of Pond 9 bypassing the pond. Ensure the stormwater model for the development matches. 15. The wetland buffers north of the 4 th addition are being established as part of a wetland bank application. The establishment of those buffers will be managed through the wetland banking project. 16. Drainage and utility easements exist over the wetland complex and stormwater BMP’s of the Rush Creek development. These easements shall stay in place and not be impacted due to the adjacent wetland bank application. May 2024 Rush Creek Reserve 4th Kevin Mattson, PE, Public Works Director City of Corcoran Page 3 of 3 Watermain/Sanitary Sewer 1.Adjust sanitary elevations for SMH D19 to allow for 0.1’ of drop across the manhole. 2.Relocate valve at station 111+00 to end of cul de sac east of station 116+00. 3.Hydrant required at watermain high point near STA 108+25. 4.Call out insulation at watermain lowering(s) for 36” storm sewer. 5.Provide profile for watermain and sanitary sewer as they enter the greenspace outside of the cul-de- sac and connect to existing utilities for review. 6.Show stationing on sheet C4.03 profile view. 7.Show 8x6 tee fittings on profile view. 8.Hydrant at STA 112+00 appear to conflict with storm sewer. 9.Show hydrant lead in storm profile between structures D40 and D42 to ensure adequate cover. End of Comments RUSH CREEK RESERVE 4TH ADDITION Agenda Attachment Item: 7f6. Rush Creek Reserve 4th Addition Page 1 Rush Creek Reserve 4th Addition FINAL PLAN UNIT DEVELOPMENT (PUD) PLAN, FINAL PLAT, AND EASEMENT VACATION NARRATIVE RUSH CREEK RESERVE 4TH ADDITION INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is requesting final plat approval for Rush Creek Reserve 4th Addition. The preliminary plat, rezoning and preliminary planned unit development (PUD) plan was approved in December 2014; the 1st Addition final plat and PUD approval was granted in November of 2020; the 2nd Addition was approved in April of 2022; and the 3rd Addition final plat was approved April of 2023. The 4th Addition will plat a total of 51 villa lots, which will be association-maintained. There is also a drainage and utility easement over all of Outlot F that will need to be vacated in order to plat the 4th Addition. ADHERENCE TO APPROVED PRELIMINARY PLAT The proposed 4th Addition final plat is consistent with the approved preliminary plat as amended with the 1st Addition final plat and PUD approval. The PUD standards that were approved will be adhered to. HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association is structured as a Master Association with three sub-associations, including one for the villas. Supplemental documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. mihomes.com Rush Creek Reserve Site Map M/I builds quality homes in Columbus/Cincinnati, OH; Indianapolis, IN; Chicago, IL; Charlotte/Raleigh, NC; Tampa/Orlando/Sarasota, FL; Austin/Dallas/Ft. Worth/Houston/San Antonio, TX; Minneapolis/St. Paul, MN; and Detroit, MI. Site map is for illustration purposes only. Plat is not to scale and may vary from actual conditions. See New Home Consultant for details. Wetland Wetland Wetland Wetland Wetland Wetland Wetland Corcoran Community Park 23 6 23 7 23 8 23 9 24 0 2 4 1 2 4 2 2 4 3 2 4 4 23 3234 235188 189190191192193194195196197198199200201 20 2 2 0 3 20 4 177178179180160161159106158181176175162174163173164172 1 7 1 165 1 7 0 1 6 6 1041051031 0 2 1 0 1 1 6 9 M O D E LMO D E L 129 128 127 126 12513013113 2 133 134 135 136 137 138 139 140 141 142 143 144 14 5 1 4 6 147148149150151152153154155156157114115116117118119121122 1 2 3 1 2 4 120113112111110109108107187 186 185 184 183 182 23 2 23 1 23 0 22 9 2 2 8 2 2 7 2 2 6 2 2 5 2 2 42452462472482492502512522532542552562 5 7258259 22022122222321921821721621521421321221 1210209208260 207278 279 280 281 282 283 284285286287288289290 2912922932942952962972982991004 MODE L 2002 2003 2101210221032201220222032303 2302 2301 1501 1502 1503 1701 1702 170318011802180319011902190310031002 1001 11041103110211011204120312021201130413031302130114041403140214011601 1602 1603 160424042403240224012504250325022501206205 261 262 263 264 2 6 5 266 26726826927 0 271 272 273 274 275 276 277 7 8 t h P la c e X y l o i d L a n e C o u n t y R o a d 1 0Xyloid Lane7 8 t h Pla c e W a l n u t L a n e 7 9 t h A v e n ue 7 9 t h P l a c e W a l n u t L a ne 80th Avenue7 9 t h A v e n ueBasement Villas Smart Series Lakeside Townhomes Twinhomes Patio Villas N Agenda Attachment Item: 7f7. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:07pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG001.dwgXrefs:, 193805500PUDBRD, HENNEPIN_CountyTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G0.01 TITLE SHEETMM/TA REH KS KSVICINITY MAP STANTEC PROJECT NO. 193806725 THIS PLAN SET CONTAINS 62 SHEETS M/I HOMES RUSH CREEK RESERVE, PHASE 4 CORCORAN, MN INDEX OF SHEETS SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND AND ABBREVIATIONS G1.01 - G1.06 EXISTING CONDITIONS C5.01 - C5.05 STORM SEWER PLAN CIVIL C4.01 - C4.05 SANITARY SEWER AND WATERMAIN PLAN C3.01 - C3.05 GRADING PLAN PROJECT LOCATION G2.01 - G2.07 TREE INVENTORY C2.01 - C2.05 EROSION CONTROL PLAN MARCH 2024 C1.01 - C1.05 SITE PLAN SUBDIVIDER: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 LANDSCAPE OVERALL LANDSCAPE PLANL1.00 ELECTRICAL PHOTOMETRIC PLANE1.01 - E1.05 C. S . A . H . 1 0 C.S.A.H. 50 SITE ZONED RMF-3 VICINITY ZONING AND LAND-USE MAP PARK AGRICULTURAL UNDEVELOPED C5.00 OVERALL STORM SEWER PLAN C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN C3.00 OVERALL GRADING PLAN PHOTOMETRIC DETAILSE1.06 LANDSCAPE PLANL1.01 - L1.05 C1.00 OVERALL SITE AND PEDESTRIAN CIRCULATION PLAN G2.00 OVERALL TREE INVENTORY LANDSCAPE DETAILSL1.06 - L1.07 OVERALL IRRIGATION PLANL2.00 G0.03 G0.04 TYPICAL ROAD SECTIONS TYPICAL SECTIONS Agenda Attachment Item: 7f8. GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>>> >>>>>>>> l l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l FUTURE UTILITY LINES >>>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL. CLASS DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND WETLAND BUFFER FLOODPLAIN SHORELAND OVERLAY BOUNDARY WETLAND SETBACK CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TEST PIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:08pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG002.dwgXrefs:, 193805500PUDBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G0.02 LEGEND AND ABBREVIATIONS---- -2.50%-2.50% 1.5%-2.0% MAX 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% 1.5" TYPE SPWEA340C WEAR COURSE PER MN/DOT 2360 TACK COAT PER MN/DOT 2357 2" TYPE SPWEB330C BASE COURSE PER MN/DOT 2360 8" CLASS 5 AGGREGATE BASE MN/DOT 3138 12" SELECT GRANULAR BORROW PER MN/DOT 3149.B2 GEOTEXTILE FABRIC TYPE V (NON-WOVEN) INSET A 79TH AVE 4" UNDERDRAIN (TYP.). SEE DETAIL STR-4 ON C8.05 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:08pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG003.dwgXrefs:, 193806725BRDTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G0.03 TYPICAL ROAD SECTIONPROFESSIONAL ENGINEERMINNESOTA. 69.0' HOUSE PAD FRONT YARD SETBACK: 20' - NO SIDEWALK 21' - WITH SIDEWALK 25'ROW3.0' HOLD DOWN 10.0' TYPICAL LOT SECTION - VILLA WALK-OUT TYPICAL LOT SECTION - VILLA LOOK-OUT REAR PAD ELEV FOOTING (TYP) 34.0'8.0'0.5'PATIO\DECK 10' MAX LOW FLOOR ELEV. 69.0' HOUSE PAD 25'ROW3.0' HOLD DOWN 5.0' REAR PAD ELEV FOOTING (TYP) 39.0'5.0'PATIO\DECK 10' MAX LOW FLOOR ELEV. TYPICAL LOT SECTION - VILLA SLAB-ON-GRADE 69.0' HOUSE PAD ROW1.5' HOLD DOWN FOOTING (TYP) SUBGRADE CORRECTION SECTIONROW FOOTING (TYP) BOTTOM OF UNSUITABLE MATERIAL EX GROUND FINISHED GROUND FILL MATERIAL TO MEET PAVEMENT OR LANDSCAPING REQUIREMENTS ENGINEERED FILL EXCAVATION OVERSIZING 1:1 SLOPE OR FLATTER EXCAVATION OVERSIZING 1:1 SLOPE OR FLATTEREXCAVATED BACKSLOPE TO OSHA REQUIREMENTS EXCAVATED BACKSLOPE TO OSHA REQUIREMENTS FILL MATERIAL TO MEET PAVEMENT OR LANDSCAPING REQUIREMENTS NOTES: 1. REFER TO GEOTHECHNICAL REPORT FOR FILL MATERIAL REQUIREMENTS. 2. BOTTOM OF EXCAVATION SHALL BE OBSERVED BY GEOTECHNIAL ENGINEER PRIOR TO PLACEMENT OF FILL. BLOCK 1, LOTS 1 - 19 BLOCK 2, LOTS 18-28 BLOCK 3, LOTS 1-5 BLOCK 2, LOTS 1-6, 13-17 BLOCK 2, LOTS 7-12 0.5' TOPSOIL 0.5' TOPSOIL 0.5' TOPSOIL 0.5' TOPSOIL 0.5' TOPSOIL 0.5' TOPSOIL FRONT PAD ELEVATION (GARAGE FLOOR) FRONT YARD SETBACK: 20' - NO SIDEWALK 21' - WITH SIDEWALK FRONT PAD ELEVATION (GARAGE FLOOR) 1.5% 1.5%0.5'FRONT YARD SETBACK: 20' - NO SIDEWALK 21' - WITH SIDEWALK PATIO\DECK 10' MAX FRONT PAD ELEVATION (GARAGE FLOOR)1.5% G0.04 TYPICAL LOT SECTIONSPROFESSIONAL ENGINEERMINNESOTA.FOR REFERENCE ONLY - NOT FOR CONSTRUCTION SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:08pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG004.dwgXrefs:, 193806725XBRDTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748 M E E E E E E C E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 N89°26'36"W 518.62 S0°05'35"W792.03CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 133.40S44°05'37"W373.40N89°26'36"W 99.05 7 8 T H P Ll SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SSll l l l l ll ll lllllllll7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21>>>>>>>>>>S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > > > >>>>>>>>>>>>>>> S 10 11 13 14 15 16 9 10 11 8 12 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:09pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N C S A H 1 0 CSAH 50 G1.01 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY PROEJCT DEVELOPMENT AREA = 103.0 ACRES SEE SHEET G1.03SEE SHEET G1.02 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P L = 5 1 3 . 6 7 R = 5 6 9 5. 7 7 Δ = 5 ° 1 0'0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P Lllllll SSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l >>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSlllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l lllllllllll1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> PX PX PX 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:09pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N G1.02 EXISTING CONDITIONSMM/TA REH LHB LHBMINNESOTA.SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05 SEE SHEET G1.03SEE SHEET G1.01 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N89°26'36"W 518.62 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05WALNUT LN7 8 T H P L SSSSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>llSSSS SS SS l l l l l l ll l l l ll llllllllllllllll11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 S S S SSCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> S PX 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:09pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N G1.03 EXISTING CONDITIONSMM/TA REH LHB LHBSEE SHEET G1.02SEE SHEET G1.01 SEE SHEET G1.06 MAP KEY EX. PHASE 1 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EXISTING WETLAND BOUNDARY (TYP) EXISTING WETLAND BOUNDARY (TYP) M A I L E E E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C MAIL E E E CLVT CLVT O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH PXXX WETLAND 8 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 l l l l l l l l l SS SS SS SS SS SS >>>> > >>>>>>>>>>> > >lll l l l llllllllllllllll>l> >>ll>>l l l l>> >>l l >>l l >>l l >>l l >>l l > > l l l l l l l l l lll l l l >l l l lllllll>>>>>>>>S >>>>PX 1 2 3 4 8.0'PX PX8.0'35.0'8.0'20.0'1 2 3 4 5 6 7 8 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:09pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N G1.04 EXISTING CONDITIONSMM/TA REH LHB LHB SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05MAP KEY EX. PHASE 2 DEVELOPMENT EX. PHASE 3 DEVELOPMENT E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 lllllllllllllllSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>>> > > > > >>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>ll>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l>>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > > l l >l>>>>llll>>> > > l l l l > > l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l llllllllll>>>>>>>>>>>956.69 951.89 951.15 SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:09pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N G1.05 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET G1.02 SEE SHEET G1.06MAP KEY WETLAND BUFFER (TYP)SEE SHEET G1.04WETLAND SETBACK (TYP) EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 3 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 S0°05'35"W1844.37N0°05'35"E1844.3780TH AVE80TH AVE SS SS SSSSSS SS SS SS SS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>>>FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll ll l l l l l l l l l l l lllllllllllllllllll l l l l l l l l l l l ll l l l l ll l l l llllll>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>lllll>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS SS 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>S S CONTROL >>>>SSCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PX PX 12 1 2 3 16 17 18 19 12 13 14 15 16 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193805500PUDXBRD, 193804970XSNO-PH 1, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSST, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNO-PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N G1.06 EXISTING CONDITIONSMM/TA REH LHB LHB FLOODPLAIN BOUNDARY ELEV = 938.5 EXISTING WETLAND BOUNDARY (TYP) SEE SHEET G1.03SEE SHEET G1.05MAP KEY EX. PHASE 1 DEVELOPMENT PROP. PHASE 2 EX. PHASE 2 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP M A I L 11267 958.95 MBOX11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11360 956.54 MBOX PROPANE TANK SS ROCK 11546 960.16 ROCK 4X4 FLAG11555 963.06 FLAG POLE WELL 32063 951.04 NON-TRAFFIC SIGN GAS H 32177 966.66 NON-TRAFFIC SIGN GAS UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND AC20038 958.07 MAIL 10005 948.71 MBOX 10170961.44NON-TRAFFIC SIGN PROPANE TANK TRAN SS lllllll>>>>> > >X72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588 942.79 CLST 72589 942.57 CLST 72590942.13CLST 72591942.32CLST 72592 941.92 CLST 72593 941.96 CLST 72594942.12CLST 72595 941.53 CLST 72596 941.38 CLST 72597 940.12 CLST 72598940.42 CLST 72599 939.81 CLST 72600940.07 CLST72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL WETLAND10 WETLAND9 WETLAND 6 WETLAND8 WETLAND3 WETLAND4 WETLAND11 PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 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4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 50085009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 1697 1698 1699 1700 1701 1546 1548 1549 15501551 1556 1557 1558 1559 1560 1561 15621563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 15991600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 16521653 1654 1655 1656 1657 1658 1659 1660 16611673 16741675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 17891790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 18131814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 7833 7834 7835 7836 7837 7838 7839 78407841 7842 7843 78447845 7846 7847 7848 7849 7850 7851 7852 7853 7854 7855 7856 7857 7858 7859 7860 7861 7862 7863 7864 7865 7866 78677868 7869 7870 7871 78727873 78747875 7876 7877 7878 7879 7880 7881 7882 7883 7884 78857886 7887 78887889 78907891 7892 7893 7894 78957896 7897 7898 7899 7900 7901 7902 7903 7904 7905 79067907 7908 7909 79107911 7912 7914 7916 7917 7918 79197920 7921 79247925 7926 7927 7928 7940 7941 7942 7943 79447945 79767977 80838084 8085 8086 8093 8094 7788 7813 7789 77907791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 78087809 78107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 7935 7936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 7960 7961 79627963 7964 7965 7966 79677968 7969 7970 7971 7972 7973 7974 7975 79787979 7980 7981 7982 7983 7984 7985 7986 7987 7989 7990 7991 7992 7993 7994 79957996 7997 7998 7999 8000 8001 8002 8003 80048005 8006 8007 8008 8009 8010 8011 8012 8013 80148015 8016 8017 8018 8019 8020 8021 8022 8023 8024 8025 8026 8027 8028 8029 8030 8031 80328033 80348035 8036 8037 8038 8039 8040 8041 8042 8043 8044 8045 8046 8047 8048 80498050 8051 8052 8053 80548055 8057 8058 8059 8060 8061 8062 806380648065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 80888089 8090 8091 8092 7988 8056 8072 7760 7761 77627763 7764 7765 7766 WALN U T L A N E XYLOID AVEWALNUT LA N E WALNUT LANEWALNUT LANE79TH AVE N UE 79TH PL A C E 79TH PL A C E 79T H A V E N U E 79TH AVE79TH AVE80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 79TH AVE80TH AVE PXPX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 14.98PX PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 3 2 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.00 OVERALL TREE INVENTORY TNA CWM CWM XM KS KS 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. N 72584 943.50 CLST BL 72585 943.10 CLST 72586 942.84 CLST 72587 942.63 CLST 72588942.79CLST 72589 942.57 CLST 72590 942.13 CLST 72591 942.32 CLST 72592 941.92 CLST 72593 941.96 CLST 72594 942.12 CLST 72595 941.53 CLST 72596 941.38 CLST 72597940.12CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602939.94CLST 72603940.01CLST 72604 941.27CLST WETLAND 3 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 1793 1832 1841 2937 2976 3299 3319 3681 2906 2907 2909 2910 2911 2912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 3313 3314 33153316 3317 3318 3320 3321 3347 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 3692 3693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1623 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 1842 1843 1844 1845 1850 1851 18521853 1854 1855 1856 79TH AVEPX F2 12 13 14 15 16 17 18 19 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.01 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.02 PROP. PHASE 3 PROPOSED PHASE 4 DEVELOPMENT MAP KEY N 72595941.53 72596 941.38 CLST 72597 940.12 CLST 72598 940.42 CLST 72599 939.81 CLST72600 940.07 CLST 72601 939.27 CLST 72602 939.94 CLST 72603 940.01 CLST 72604 941.27 CLST 72605 939.92 CLST 72606 940.65 CLST 72607 939.13 CLST EL 3479 3480 3481 3482 3483 3485 3603 3605 3651 3661 3681 3809 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3283 3284 3285 3287 3288 3289 3290 3489 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 3554 3555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3700 3701 3702 3703 3704 3712 3723 3724 3725 3726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 3750 3751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 37803781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 4064 4065 4067 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 79TH AVEPX 19 20 21 22 23 24 2 3 4 5 F4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.02 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.03 SEE SHEET G2.01 MAP KEY PROPOSED PHASE 4 DEVELOPMENT 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748 WETLAND 4 4291 4293 4295 4296 4361 1869 1870 1871 2414 2421 2442 2480 3809 4092 4491 46404641 2444 2445 2482 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4355 4356 4360 44304431 4434 44354463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 4511 4512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 79TH AVEPX 25 26 27 28 1 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.03 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.04 SEE SHEET G2.02 MAP KEY PROPOSED PHASE 4 DEVELOPMENT N 10 11 12 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4866 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2372 4440 44414442 2126 2127 2128 2129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 24134294 4301 4302 4303 4355 4356 4357 4358 4359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 4378 4379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4481 4482 4483 4484 4569 4570 4571 4572 4573 4574 4576 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 80TH AVE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:10pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.04 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.05SEE SHEET G2.03 EX. PHASE 3 MAP KEY EX. PHASE 1 DEVELOPMENT N WETLAND 11 7 8 9 10 11 8 9 8 7 6 5 4 3 2 2 4797 4802 4803 4804 4866 4945 5142 5180 5242 5245 5247 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5920 5921 5926 5930 1865 1869 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5290 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 5800 5801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 80TH AVESHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:11pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.05 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06SEE SHEET G2.04MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 10 WETLAND 11 7 8 9 10 11 12 1 21 2 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5769 5771 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6558 65796580 6581 6582 6583 6584 6585 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 5380 5413 5467 5518 5596 7109 7297 7308 7620 7729 7754 77587759 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 5643 56445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5750 5751 5752 5753 5754 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 7356 7357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 75077508 7509 7510 7511 7512 7513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 7559 7560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 7739 77407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:11pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.06 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.07SEE SHEET G2.05MAP KEY EX PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N WETLAND 9 WETLAND 6 WETLAND 8 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 7777 7778 7779 7780 7781 7782 6070 6395 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6456 6457 6500 6501 6502 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 XYLOID AVEPX5 6 7 8 9 10 11 12 13 14 F1 8.0'20.0'20.0'8.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:11pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDG201.dwgXrefs:, 193804970XSXT, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748G2.07 TREE INVENTORYTNA CWM CWM XM KS KS SEE SHEET G2.06MAP KEY EX. PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT N PX PX PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 G-C G-C G-C G-C >>>>>>>>>>>>>>>>13003938.75 13002 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>XYLOID AVEWALNUT L N WALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0PXPX PX F1 PX PX PX PX PX PX 0 150 300 N SIDEWALK 8' W. TRAIL SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:11pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC100.dwgXrefs:, 193804970XSXW, 193804970XSXT, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193805500PUDXBRD, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4, 193804970XSNO-PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748OVERALL SITE AND PEDESTRIAN CIRCULATION PLANC1.00 EX. PHASE 1 EX. PHASE 3 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 10' W. TRAIL FROM CR10 TO END OF 80TH AVE 12' W. TRAIL AND EMERGENCY VEHICLE ACCESS PHASE 4 LEGEND EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING TRAIL PROPOSED TRAIL EX. PHASE 2 EX. PHASE 2 M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 17'F3 11 12 13 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:12pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193806728-XSNO-W, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C1.01 SITE PLAN TNA CWM CWM XM C1.01 KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) FUTURE C.R. 10 REALIGNMENT TO BE DESIGNED BY OTHERS SEE SHEET C1.02 SEE SHEET C1.02 MAP KEY -2.50%-2.50% 2.00% 6" CONCRETE SIDEWALK 6" CL 5 AGGREGATE BASE 1'5'5'14'14'11' 25'25' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 50' ROWA 4.00%4.00% -2.50%-2.50% 2.00% 1.00'10'5'14'14'16' 30'30' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 60' ROWB 4.00%4.00% 3" BITUMINOUS MIX SPWEA240B 6" CL 5 AGGREGATE BASE EAS. 1.5" TYPE SPWEA240B 2" TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 12" SELECT GRANULAR GEOTEXTILE FABRIC (NON-WOVEN) INSET A CR 10 RIGHT TURN LANE IMPROVEMENTS BY OTHERS STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 28' 60' ROW EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 R1-1 (30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)(30x30)R1-1(30x30)1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 820' TYP.20' TYP.2 0 ' 2 0 ' 2 0 ' 2 0 ' 2 0 '22' 2 1 ' 20' TYP.20' TYP.L=118.431 51 . 6 5 88. 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:12pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193806728-XSNO-W, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C1.02 SITE PLANTNA CWM cwm xm KS KS N 0 50 100 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) (PH 1 CONSTRUCTION 60' ROW28'2 8 ' E X 5 0 ' E X28'50' ROW 50' EX28' EX2 8 ' 5 0 ' R OW 10' WIDE TRAIL (PH 1 CONSTRUCTION) 8 0 ' E X SEE SHEET C1.04 SEE SHEET C1.03SEE SHEET C1.01 MAP KEY 1 6 ' E X 2 4 ' E X CR 10 LEFT TURN LANE IMPROVEMENTS BY OTHERS 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 60 ' E X . 28 ' E X . 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 10-STALL PARKING LOT (PHASE 2 CONSTRUCTION) X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN EX. PHASE 2 DEVELOPMENT PX WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7 2 2 ' 2 1 '17'1 9 ' 1 7 ' 20' TYP.20' TYP.F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.306.62 L=182.91L=103.82271.5614.31L=115.05L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 PX PX PX PX PX SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/10/2024 - 10:32amDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193806728-XSNO-W, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C1.03 SITE PLANTNA CWM CWM XM KS KSPROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK28'50' ROW28'60' ROW 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) STREET LIGHT 5' WIDE SIDEWALK (PHASE 2 CONSTRUCTION) 10' WIDE TRAIL (PH 1 CONSTRUCTION) 10' WIDE TRAIL (PHASE 2 CONSTRUCTION) 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) STREET LIGHT (TYP) 28 ' E X 50 ' E X 10' WIDE TRAIL 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 5' WIDE SIDEWALK WETLAND BUFFER MONUMENT SIGN SEE SHEET C1.02SEE SHEET C1.01 SEE SHEET C1.05 EX. PHASE 2 MAP KEY MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT 10-STALL PARKING LOT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. FUTURE PHASE PROP. PHASE 4 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT NO PARKING SIGN EXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP)EXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) WETLAND BANK EASEMENT ONLY PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 R1-1(30x30)R1-1(30x30)1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 R1-1(30x30)20' TYP.20' TYP.20'20'PXPX PX 25' 25' 25'15'16'21'15'25' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 8.0'20.0'20.0'8.0'20'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:12pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193806728-XSNO-W, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C1.04 SITE PLANTNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALKSTREET LIGHT (TYP) 2 8 ' 5 0 ' ROW WETLAND BUFFER MONUMENT SIGN (TYP.) 5' WIDE SIDEWALK 28' 50' ROW 8' WIDE TRAIL (PHASE 2 CONSTRUCTION)8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 EX. PHASE 2 DEVELOPMENT MAP KEY 8' WIDE TRAIL MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. (PHASE 2 CONSTRUCTION) EX. 3 PHASE DEVELOPMENT EX. 3 PHASE DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN NO PARKING SIGN PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 R1-1(30x30)5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98PX SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/10/2024 - 10:31amDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193806728-XSNO-W, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C1.05 SITE PLANTNA CWM CWM XM KS KS N 0 50 100 5' WIDE SIDEWALK (PH 1 CONSTRUCTION) 28 ' E X 50' EX5' WIDE SIDEWALK (PH 1 CONSTRUCTION 10' WIDE TRAIL 12' WIDE TRAIL 10' WIDE TRAIL (PH 1 CONSTRUCTION) 12' WIDE TRAIL 28' 50' ROW STREET LIGHT 5' WIDE SIDEWALK (PHASE 1 CONSTRUCTION) STREET LIGHT (TYP)28' ROAD50' ROWSEE SHEET C1.04SEE SHEET C1.03 PROP. PHASE 3 MAP KEY WETLAND BUFFER MONUMENT SIGN EX LIFT STATION MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT WA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVEEXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>MS MS MS MS MSMSMSMSMSMS MS 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 M S M S M S M S M S M S M S M S M S M S M S M S M S MS MSMSMSMSMS MS MSM S M S MSMSMSMSMSMSMS>>>>>>>>>>SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> S CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 133.40S44°05'37"W373.40N89°26'36"W 99.05 SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>l>>ll>>l>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SS l l l l l lll l lllllllllS SCONTROL>>>>>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> F3 11 12 13 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:13pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNU, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N 0 50 100 SEE SHEET C2.03 C2.01 TEMPORARY SEDIMENT AND EROSION CONTROL PLAN ---- OTHER APPROVED BEST CONSTRUCTION DITCH CHECK - BIOLOG CONCRETE WASHOUT HYDROMULCH TURF REINFORCEMENTMAT (TRM) TEMPORARY DIVERSION AND PIPE DRAIN MACHINE SLICED SILT FENCE WIRE BACKED SILT FENCE BLANKET RIP RAP SOD MULCH HEAVY DUTY SILT FENCE EROSION CONTROL LEGEND TEMPORARY SEDIMENT TEMPORARY SEDIMENT TRAP SANDBAGS FLOTATION SILT CURTAIN BASIN W/ PIPE DRAIN DITCH CHECK - ROCK SUPER DUTY SILT FENCE CONCENTRATED SURFACE FLOW MS HD WB SD INLET PROTECTION CULVERT / PIPE PROTECTION MANAGEMENT PRACTICE HYDROMULCH ENTRANCE / EXIT (BMP) C W SEDIMENT NO SEEDBIOROLLBR XXXXXXX ROCK LOG SHORELAND DISTRICT BOUNDARY SEE SHEET C2.02 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 M S M S MS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS M S M S M S M S M S M S MS MS MS MS M S M S M S M S MSMS>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> L = 5 1 3 . 6 7 R = 5 6 9 5. 7 7 Δ = 5 ° 1 0'0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 >> >> >> >>llllllSSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l >>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSlllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l lllllllllllS >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> S > > > > > > > > > > > > > >>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> > > > >>>>>>>>>>>>>L=118.431 51 . 6 5 88. 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:13pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNU, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N 0 50 100 C2.02 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 C O U N T Y R O A D 1 0 WETLAND 3 XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MS MS MS MS MS MS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7 MSMSMSMSMS MS MS M S MS MS MS MS MS MSMSMSMSMS M S M S MS MS MSMS MS MSMSMSMSMSMS MS MS M S MS MS MS MS MSMSMSMSMSM S M S MS MS MS MS MS MSMS MS MS M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S M S MS MS MSM S M S M S M S M SMSMS M S M SMSMS M SMSMS M S M SMSMS MS MS M S M S M S M S MSMSMS MS MS MSMSMSMS MS MSMSMSMSMSMSMSMSS S S SSCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> S BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N0°05'35"E1844.37S89°26'36"E 518.62 S44°05'37"WN89°26'36"W 99.05SS SSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>lllllllllllllllllllllllll ll llllllll l lllll l llllllllllllllllllllllll l l l l l l l lllllllllllllllllllllllllllllllllllllSSSS SS SS l l l l l l >>>>>>>>>>>>ll l l l ll llllllllllllllll>>>>S S S SS SCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> l l l >>>>>>>>PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.306.62 L=182.91L=103.82271.5614.31L=115.05L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:42pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNU, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N 0 50 100 C2.03 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS RESTORED WETLAND BOUNDARY (TYP) MAP KEY SEE SHEET C2.02SEE SHEET C2.01 SEE SHEET C2.05 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. FUTURE PHASE X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEEX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK ROCK FLAG FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 MSMSMS MS MSMSMS M S M S M S MSMS MSMSMSMS MS MSMSMS M S M S M S MSMS MSMSMSMSMS MS MS MSMSMSMSMSMS MS MS MSMSMSMS MS MS MS MSMS MS MS MS MS M S MSMSMSMSMS MS MS MSMS MS MS MS MS MSMSMS5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 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7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 M S MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 PXPX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 14.98lllllllllllllllSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>>> > > > > >>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>ll>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l>>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > > l l >l>>>>llll>>> > > l l l l > > l l l l l >>>>ll>>>ll>>>>lllllll>SSSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>lllll l l >>llllllllllS SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSMSMS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MSMSMSMS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:13pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNU, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N 0 50 100 C2.04 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY SEE SHEET C2.05SEE SHEET C2.02 EX. PHASE 3 DEVELOPMENT EX. PHASE 3 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK CLVT XXXXXXXXXXXXXXXXXXCLVT MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMS MS MSMSMS M S M S MSMSMSMS MS MSMSMS M S M S MS MS MS M S MSMSMS MS MSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMS MSMS MSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMS4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2372 3809 4092 4440 44414442 4491 46404641 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5351 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5375 5394 5395 5415 5417 5418 5419 5420 5422 5423 5424 5425 5426 5433 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 7096 7098 7099 7100 2126 2127 21282129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3559 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4294 4301 4302 4303 4355 4356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 45114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 MSMSMSMSMS MSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMS MS MSMSMSMSMSMSMSMSMSMSMSMSMS MS MS M S MSMSM S MS MS M S MSMSMSMS MSSSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>S S CONTROL >>>>>>>>>>>>>>>>SSCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 N0°05'35"E1844.37SS SS SSSSSS SS SS SS SS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>> > > >>>>>>>>FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll ll l l l l l l l l l l l lllllllllllllllllll l l l l l l l l l l l ll l l l l ll l l l llllll>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>llll l lllllllll l l l l l l l l l l l l l l l l l l lllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lll>>>>>>>>>>>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS S >>>>>>>>>>>>PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 2:35pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC201.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSXV, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNU, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748N 0 50 100 C2.05 TEMPORARY SEDIMENT AND EROSION CONTROL PLANTNA CWM CWM XM KS KS FLOODPLAIN BOUNDARY ELEV = 938.5 RESTORED WETLAND BOUNDARY (TYP) MAP KEYSEE SHEET C2.04SEE SHEET C2.03 EX PHASE 1 DEVELOPMENT EX PHASE 2 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENTWA L N U T L N 80TH AVEEX. PHASE 2 DEVELOPMENT 79TH AVE EEOHPOHPOHPOHPOHPOHPTOC 969.93INV 960.21 ETOC 966.53INV 958.62 E/WFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CFO-CG-CG-CG-CG-CUNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND>> >> >> >> >> >> >>>>1234567891011121314OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHP OHPOHPOHPOHPOHPOHPOHPOHP 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-BG-B 13003938.7513002FMFMFMFM FMl l l llllll l l >>> > > > >>>>XXXXXXXXXXXXXXXXXXX >> >>>>>> >> >> >> >>BRIAN D PURRMAN/KIM I SANDEY7923 CO RD NO 116HAMEL MN 55340TIMOTHY & LISA SMITH7935 CO RD NO 116HAMEL MN 55340HENRY R HALLGREN8001 CO RD NO 116HAMEL MN 55340VIRGIL W SPEARSLOURRIENE L SPEARS8025 CITY RD 116HAMEL MN 55340VIRGIL W SPEARSLOURRIENE L SPEARS8025 CITY RD 116HAMEL MN 55340DANIEL P CARLSON8045 CO RD NO 116HAMEL MN 55340RONALD L RUEHLING8065 CO RD NO 116HAMEL MN 55340DUANE J & JANICE C POPOVICH8101 CO RD NO 116HAMEL MN 55340CHARLES & KAREN LYMANGOOD8105 CO RD NO 116HAMEL MN 55340MR & MRS DAVID FOY8115 CO RD NO 116HAMEL MN 55340THOMAS J & SUSAN STOCK7202 TOPVIEW RDEDEN PRAIRIE MN 55346GREGORY R EBERT20604 COUNTY RD #10CORCORAN MN 55340JOHN C GLEASON20310 CO RD NO 10HAMEL MN 55340JUDITH A SHOULAKJAMES E SHOULAK20439 CO RD NO 10HAMEL MN 55340SCHOOL DIST NO 883BUSINESS MANAGERROCKFORD MN 55373ROBERT & THERESA CROUSE20301 CO RD NO 10HAMEL MN 55340CITY OF CORCORAN8200 CO RD NO 116HAMEL MN 55340JOSEPH ANDRES8220 CAIN RDCORCORAN MN 5534010-50 PROPERTIES LLC4279 HAWKSBURY CIREAGAN MN 55123CITY OF CORCORAN8200 CO RD NO 116CORCORAN MN 55340DALE & PATRICIA PATNODE1200 NICOLLET AVE #209MINNEAPOLIS MN 55403DALE PATNODE1200 NICOLLET MALL #209MINNEAPOLIS MN 55403PERRY W & MARGARET L MILLER20102 COUNTY RD #10HAMEL MN 55340CHURCH OF ST THOMAS20000 CO RD NO 10HAMEL MN 55340ST THOMAS THE APOSTLE CHURCH20020 CO RD NO 10HAMEL MN 55340TONY M BARDEN7909 CO RD NO 116HAMEL MN 55340FORSBERG PROPERTIES LLC20175 CO RD NO 50HAMEL MN 55340HEIDI ANN SHAWD20137 CO RD NO 50HAMEL MN 55340KATHLEEN ROEHL5580 KALLAND AVE NE #11ALBERTVILLE MN 55301SCOTT & MARIE TREPTAU20045 CO RD 10HAMEL MN 55340SCOTT & MARIE TREPTAU20045 CO RD 10HAMEL MN 55340SCOTT TREPTAU5479 DARROW AVE N EBUFFALO MN 55313FRANK WALDRON/DIANE BENSON7000 83RD AVE NBROOKLYN CENTER MN 554454291 4293 4295 429643004304 4305 430643074361 4367 4797480248034804 48664945 5142 518052425245524754215434 543554365503 5507 55955599 56075611 5612 572157245725 5726572757285729573057315732573357345735 5736 57375738 5739 5755 5756 57575758 5759 57605761 576257635764 576557665767 57685769 57705771 57725773 57745775 57765777 5811 5812 5819 5820582158225823582458255826 5837 58385841 58425854 58575858 58595860 5909 5920 5921 5923 592459255926592759285929 5930595459555959 5960596759695970 630563076308 6309 6310 632763406341634263436344 6352 63786423 6499655865596560656465656566656765686569657065716572657365746575657665776578 65796580 65816582 6583658465856586658765886589659065916592659365946595659665976598 72447245 733373357336733773397340734173427343734573467347734873597468747174747479748074847485748774897522752475267527753075387540754175437551755275537554 75717572 75747575 7583 7584 7585758675877588 759575967615 766476657666 7667 768976907691 770214051406 14111425 158815891590 1642 1646166416651668166916701671 1861186218631864186518661867186818691870 1871 1872187318741875 1876 18771878 1879 1880 1882 1883 1884188518861887 188818891890189118921893 1894 189518961897189818991900190119021903190419051906190719081909191019111912191319141915191619171918191919201921 19231924194619471948 194919501951 1952 1953 1956195719612021 2022 20232024 202520282170 2171218221872192231923202323232523262327 232823292340 234523462350 236223882392 2394 23952414 24182421 24422480295629573479 3480 3481348234833485 77777778 7779778077817782 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LNWALNUT LNWALNUT LNXYLOID AVE78TH PLACE7 9 TH A V E 79TH PLACE79TH AVE79TH AVE78TH PLACE80T H A V ECOUNTY ROAD 10COUNTY ROAD 10PXPXPX1234567 89101112131415161718F1942941942942943944 949947 944 943942 942 942941944942940 940 941 943 9 4 0 9 4 894995094394 4 939 9469569599639 7 7974959 950960961 950953 950945943944945 940 937938 950 954945950948980 975 971967 9 7 7 970 950945952955965 964963964962962 963963965970 961960955 960962 960 9 6 5 9 4 5 9 5 0 9 5 5 940 9 6 5 968 9679639 6 8 94093794593794094595095095095094 5955950 955955960958958958960970965 9609 6 5 97 0 965 965965965965955 960 965 955 9 55 960 9 6 0 95 5 950 9 4 5 946951 945 953954 950951 950955 950 945965970970 965 936940 945 950 9459459409 4 5 95 0 950 950 9 5 0955 93 5 94094 5 9509409459 4 59459 5 0955 9529 5 0 960 955955 950945945 950 945 940 940 945 945 940941945946945950 PXPXPXPXPXPXF2F34567891011121314151617181234567891011121314151617181920212223242526272812345F4321POND 4NWL940.0HWL943.29POND 6NWL942.0HWL943.19POND 10NWL942.0HWL943.33POND 5NWL942.0HWL945.70POND 12NWL940.0HWL942.38EX. WETLANDNWL940.0HWL941.74EX. WETLANDNWL940.0HWL941.74POND 9NWL947.0HWL951.50SHEET 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 04/11/2024 - 2:43pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC300.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSST, 193804970XSPV - PH 2, 193804970XSPV - PH 1, 193804970XSNF-PH 3, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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 193806725733 Marquette Ave Minneapolis, MN 55402 www.stantec.com FINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke 02/20/2024 42748C3.00OVERALL GRADING PLAN ---- N050 100SHORELANDDISTRICTBOUNDARYRESTORED WETLANDBOUNDARY (TYP) F3 11 12 13 89 . 4 4 99.05 10 . 6 9 82.67 57.00 79.12 74.03 952 964964962 9 6 2 968968960967.80968.80TOWN968.30967.80968.80TOWN967.80967.20968.70TOWN968.20967.20968.70TOWN968.20966.40967.40TOWN966.90966.40967.40TOWN966.90965.65966.65TOWN966.15965.62966.65TOWN966.159419459509559599 6 6 1. 1% 1. 1 % 1.1%3.0%3.6%5.6%6.6%7.0%5.8%3.6%7.8%6.5%5.1%3.5%7.2%5.7%3.7%2.4%2.4%2.9%3.1% 2. 0 % 2. 6 % 9 6 8 . 3 0 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU964.40TOWN964.90964.22TOWN964.40964.90964.22964.92TOWN965.42964.74TOWN964.92965.42964.74963.62TOWN964.12963.35963.62TOWN964.12963.351.0%964.20965.77964.11964.95966.16965.51966.68965.75967.12967.30965.84967.83965.78965.51967.99966.33967.53964.22 963.67 963.73 963.20 964.00 963.41 963.20 962.82 962.26 963.01963.71 963.38 963.57 963.85 955.01956.23959.13 963.08968.84H P 9 6 7 . 5 3 2. 0 % 2.0% 3.1 % 2. 0 % 2. 0 % 96 1 . 6 6 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21>>>>>>>>>>SCONTROL> > > > > >>>>>>>> > > > > > > > > >>>>>>>>>124+00125+00126+00127+0 0 127 + 6 744+006 9 + 0 0 7 0 + 0 0 7 1 + 0 0 72+ 0 0 73+0074+0074+867+ 0 0 7+ 0 5 0+00 1+00>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S M E E E E E E BSBS E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5.6% 4.1% 2.9% 5.1% 4.7% 3.5% 5.4% 5.7% 7.3%0+001+00 959.51956.71 956.90 958.81958.06 BW 957.17 TW 961.08 BW 958.00 TW 966.46 N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/12/2024 - 12:21pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSPV - PH 1, 193804970XSST, 193804970XSXT, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNZ-Ph 4, 193804970XSNO-PH 4-Pad-ElevTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748GRADING PLANC3.01 POND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 G957.92 4% 65'/LO 950.25 956.45956.45956.45956.45953.45 16 2 15 LOWEST FLOOR ELEVATION PAD WIDTH & HOUSE TYPE DRIVEWAY SLOPE TO R.O.W. GARAGE FLOOR ELEVATION GARAGE SIDE, RT OR LT FINISH GROUND AT REAR OF PAD LOT NUMBER BLOCK NUMBER LOT CORNER ELEVATION LOT LINE PAD BOUNDARY REAR LOT LINE RIGHT OF WAY (R.O.W.) GUTTERLINE OF CURB CENTERLINE OF STREET PAD DATA LEGEND NOTES: 1. FB = FULL BASEMENT. 2. LO = LOOK-OUT. PAD IS GRADED TO HAVE 4.47' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. 3. WO = WALK-OUT. PAD IS GRADED TO HAVE 7.67' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. MAP KEY SEE SHEET C3.03SEE SHEET C3.02 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT SHORELAND DISTRICT BOUNDARY SEE SHEET C3.01A FOR DETAIL GRADING L=118.431 51 . 6 5 88. 8 9980970 960965.80966.80TOWN966.30965.80966.80TOWN965.80967.80968.80TOWN968.30967.80968.80TOWN967.80968.70TOWN968.20967.20968.70TOWN968.209 6 5 978970 960950970 963 966.00958.5040' FB966.50967.00959.5040' FB967.50963.80960.8040' LO968.80965.00962.0040' LO970.00966.20963.2040' LO971.20966.50964.0040' LO972.00961.40958.4040' LO966.40961.70958.7040' LO966.70960.45960.9540' WO 968.95960.50 961.00 40' WO 969.00 961.00 961.50 40' WO 969.50 961.50 962.00 40' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 962.60959.6040' LO967.60965965966 9 6 4 96096 0 956 2.0%2.3%2.3% 2.3% 2.3%0.7% 1.3% 1.3%1.3%1.3% 2 . 7% 1. 3 % 1. 3% 1. 3 % 2 . 0% 2 . 0% 2. 0% 1. 1% 1. 1 %4.0%4.4%4.6%4.4%4.6%5.1%5.8% 8 . 3% 5 . 4% 4. 2 % 5. 9 % 5. 3 % 5. 1%7.7%7.8%7.9%6.9%7.5%6.7%6.8%8.5%6.0%7.2%8.7%6.1%3.9%7.1%4.8%2.8%3.0%3.6%5.6%7.2%5.7%3.7%2.4%2.4%2.9%3.1%6.4%2.8%4.4%4.9%7.6% 2.0% 2. 0 % PX PX PX 968.05TWIN968.55967.55967.70TWIN968.20967.20966.40TWIN966.90965.909 6 5 . 0 0 9 6 6 . 5 0 9 6 6 . 0 0 TOWN 9 6 5 . 0 0 9 6 6 . 5 0 TOWN 9 6 6 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 9 6 5 . 0 0 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77960.52TWIN961.02960.02959.12TWIN959.62958.62959.72TWIN960.22959.22961.51TWIN962.01961.01963.12TWIN963.62962.62965.42TWIN965.92964.929.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%3.4%6.5%5.7%7.5%5.5%6.7%6.1%7.3%6.6%4.7%6.0%961.4140' FB953.41960.91961.1140' FB953.11960.61960.5140' FB952.51960.01960.4140' FB952.41959.91960.3240' FB952.32959.82959.9240' FB951.92959.42959.5240' FB951.52959.02959.4240' FB951.42958.92959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.91959.71 960.0140' WO952.01960.3140' WO952.31951.81960.6140' LO952.61955.61960.9140' LO952.91955.919 5 9 . 1 2 4 0 ' S L A B 1 2 13 12 11 1098 1 2 3 4 5 6 7 13 12 11 10985 16 15 14 13 12 11 10 9 6 8 7 6 5 6 . 1% 8 . 1% 5 . 6% 3 . 7% 8 . 9%6.9%4.6%5.3%6.5%5.8%4.3%3.2%3.6%3.1%3.1%4.6%4.2% 7 . 4% 7 . 6%3.8% 2. 5% 0.9%1.6% 1.0% 3. 4% 2 . 5% 1. 8%967.30965.84967.83965.78966.43966.35965.51963.80965.04964.17965.91964.82965.96966.98967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.98969.07966.13967.87967.76965.50963.00964.74962.72965.64963.40966.66965.82963.50961.89962.89960.75959.49957.18959.21954.29957.77952.57958.78953.92 970.19965.44963.70963.00 9 6 3 . 0 0 9 6 1 . 0 3 9 6 2 . 8 6 9 6 5 . 5 7 96 3 . 7 0 9 6 6 . 6 7 967.82969.01970.20972.12971.53965.06971.04959.94959.26970.39969.75969.11959.41960.01958.91968.46967.82958.45957.85967.18 9 6 6 . 5 3 9 5 8 . 5 1 9 5 9 . 6 1 9 6 5 . 8 9 96 5 . 2 4 95 9 . 7 1 96 6 . 6 3 96 4 . 5 6 9 5 8 . 6 1 9 6 4 . 5 8 9 5 8 . 3 1 9 5 7 . 8 0 957.71957.41957.11956.81957.01956.71957.51957.91960.54960.08959.45958.82958.20957.71958.14958.86959.09 EO F 9 5 8 . 2 3 9 5 8 . 5 6 9 5 9 . 4 4 9 6 0 . 4 8 9 6 0 . 0 5 9 5 9 . 5 0 9 5 8 . 6 2 9 5 8 . 5 6 959.04 9 5 1 . 4 4 9 5 2 . 7 7 9 5 7 . 8 3957.93972.26972.09H P 9 6 7 . 5 3 H P 9 6 6 . 3 9 L P 9 5 7 . 4 0 HP 972.50LP 960.13LP 957.94 HP 958.82 LP 959.89EOF 957.802. 0 % 2. 0 % 2 . 0% 9 5 8 . 4 5 958.565. 7 % 7. 5 % 5. 1 %965.95963.22964.34959.39963.19955.40955.242 . 4% 5 . 2% 6 . 6% 2 . 6% 3 . 1% 8 . 5% 3 . 0% 6. 0% 2 . 2%964.470 . 9% 2 . 1% 2.0%956.70 2.0% 2.0%3.7%954.57954.50 956.5 3 3. 6 %962.275.0%3.3% 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>89+7590+0091+0092+00 93+00 94+00 95+00 96+ 0 0 1 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 035+0036+0037+0038+00 39+00 40+00 41+0042+0043+0044+005 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 63 + 0 0 64 + 0 0 65 + 0 0 6 6 + 0 0 6 7+ 0 0 6 8 + 0 0 6 9 + 0 0 7 0 + 0 0 7 1 + 0 0 > > > > 0 + 0 0 1 + 0 0 2 + 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6+ 0 0 7+ 0 0 7+ 0 5 0+001+000+001+000 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 6+ 2 579+7580+0081+0082+00 83+00 84+00 88+00 89+00 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001+001+680 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 4 + 1 1 >> >> > > >> 0+00 1 + 0 0 2 + 0 0 2 + 6 5 >>SSSSSS SSSSSSSSSS SS SSSSSS SS SSSS SSSS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>> > > > > > > > >> > > > C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P 5.4% 5.7% 7.3% 50' S L A B 5 0 ' S L A B 5 0 ' S L A B 97 2 . 8 2 97 1 . 8 2 N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:17pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSPV - PH 1, 193804970XSST, 193804970XSXT, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNZ-Ph 4, 193804970XSNO-PH 4-Pad-ElevTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748GRADING PLANC3.02SEE SHEET C3.03SEE SHEET C3.01 SEE SHEET C3.04 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 SHORELAND DISTRICT BOUNDARY PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.306.62 L=182.91L=103.82271.5614.31L=115.05L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 WETLAND 3 942 942 9429449449429809709 5 0 952960 968.70TOWN968.20968.20958.40958.9050' WO966.90960.50961.0050' WO969.00953.45953.9542' WO961.95978978970 970 941945950955959965.00966.20963.2040' LO971.20966.50964.0040' LO972.0040' WO 970.00 962.10 962.60 40' WO 970.60 962.80 963.30 40' WO 971.30 963.40 963.90 40' WO 971.90 964.00 964.50 40' WO 972.50 955.55956.0540' WO964.053.0%4.4%4.4%2.0%2.3%2.3% 2.3% 1.3% 1.3% 1. 1% 1. 1 % 6.7% 6.9% 7.2% 4.5%4.0%4.4%4.6%4.4%4.6%7.9%6.9%4.8%2.8%3.0%3.6%5.6%3.5%7.2%5.7%3.7%2.4% 2.0% PX 9 6 5 . 0 0 9 6 7 . 7 0 9 6 8 . 7 0 9 6 8 . 2 0 T O W N 9 6 7 . 7 0 9 6 8 . 7 0 T O W N 9 6 8 . 2 0 9 6 8 . 0 0 9 6 8 . 8 0 9 6 8 . 3 0 T O W N 9 6 8 . 0 0 9 6 8 . 8 0 T O W N 9 6 8 . 3 0 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340964.40TOWN964.90964.22TOWN964.40964.90964.229 6 7 . 7 0 T O W N 9 6 8 . 2 0 9 6 7 . 5 2 T O W N 9 6 7 . 7 0 9 6 8 . 2 0 9 6 7 . 5 2 TOWN964.92965.42964.749 6 3 . 5 0TOWN9 6 4 . 0 0 9 6 3 . 3 2TOWN9 6 3 . 5 0 9 6 4 . 0 0 9 6 3 . 3 2 9 6 5 . 0 0 T O W N 9 6 5 . 5 0 9 6 4 . 8 2 T O W N 9 6 5 . 0 0 9 6 5 . 5 0 9 6 4 . 8 2 966.25TOWN966.75966.07965.75TOWN966.25965.57969.45TOWN969.95969.27968.95TOWN969.45968.77963.62TOWN964.12963.35963.62TOWN964.12963.359.9%6.8%5.8%4.5%9.4%6.7%4.8%3.5%8.4%2.6%5.2%7.2%3.9% 3.8% 3.7%959.7240' FB951.72959.22960.0240' FB952.02959.52960.7340' FB952.73960.23961.2240' FB953.22960.72961.4140' FB953.41960.9113 12 11 10 13 12 11 104.3%3.2%3.6%3.1%3.1%3.9%4.4%4.9%3.7%3.3%3.5%3.8%7.0%7.7%7.9%6.5%7.8%7.7%7.0%6.5% 6 . 3% 6 . 2%6.1%4.5% 4.1% 4.8% 4.2% 4.2%4.8% 7.6% 2.8% 5.5% 7.5 % 7. 7 % 7. 4%6.7%7.2%5.6%6.3%6.0%5.3%5.1%7.7%5.0%6.9%4.9%1.0%2. 5% 3. 6% 1.4%3.4%1.2%1.5%967.30964.82967.99966.00966.33967.53964.22 963.67 963.73 963.20 964.00 963.47 963.69 963.02 962.68 963.41 963.20964.55964.29964.90965.73966.55965.54967.98969.07966.13967.87967.76966.41965.50963.74963.61962.23 963.58 962.82 962.26 963.01963.71 963.38970.19965.44963.70969.01970.20972.12971.53965.06971.04959.94959.26970.39969.75969.11959.41960.01956.71957.51957.91961.17960.54960.08959.45958.82968.70 956.41 954.80 966.08 951.80 963.25 961.12 951.50 968.85957.28955.61966.98964.63953.43951.63962.65960.30949.43948.22958.31955.96948.34948.40954.5 5 949.42955.61956.53950.55951.44958.029 5 0 . 3 9 9 5 9 . 3 1 9 6 0 . 6 0 9 5 0 . 7 4 96 1 . 8 5 95 1 . 4 4 952.8 9 962.5 3 959.93 948.81 956.49 947.34947.31 953.55 948.31 952.42 947.70 951.80 951.17 947.00 946.29 950.43 949.96 950.79 943.40 96 1 . 2 8 967.56 9 6 0 . 5 5 9 5 9 . 8 2 959.09958.36957.63956.90956.07955.21954.70955.14956.20958.24960.23962.21964.27966.62969.70972.26972.09964.11961.91960.11958.21956.33956.12955.13955.01956.23959.13 963.08968.84973.37973.749 7 3 . 1 9 971.72 9 7 0 . 2 7 H P 9 6 7 . 5 3 LP 961.61HP 972.50LP 95 4 . 3 7 HP 962.35EOF 962.02 EOF 954.423. 2% 943.27 958.56956.5 3 5.0%3.3%WALNUT LN7 8 T H P L PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 S S S SSCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>94+00 95+00 96+0 0 97+ 0 0 98 + 0 0 9 9 + 0 0 1 0 0 + 0 0 1 0 1 + 0 0 102 + 0 0 103+00 104+00 105+00 106+00107+00108+00109+00110+00111+00112+00113+00114+001 1 9+ 7 0 1 2 0+ 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3+ 0 0 124+00125+0032+0033+0034+0035+0036+0037+0038+00 7 0 + 0 0 7 1 + 0 0 74+0074+860+00 1+002+003+004+004+0689+00 90+0090+03 >>>>>>>>>>>>>>>>>>>>>>>>0+00 1+00 1+78 0+00 1+00 1+79 >>>>4+34>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>0+001+002 + 0 0 3 + 0 03+930+000+43 4+005+006+006+63 0+000+36 0+ 0 0 1+ 0 0 2+00 3+003+26S TS TS TS TS CLVT TS FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX XWETLAND 3 5.6% 4.1% 2.9% 5.1% 4.7% 5.4% 5.7% 7.3%0+001+00 2+00 3+00 4+004+12 9 6 9 . 3 2 4 0 ' W O 9 6 1 . 3 2 9 6 0 . 8 2 9 6 5 . 0 2 4 0 ' W O 9 5 7 . 0 2 9 5 6 . 5 2 9 6 0 . 7 2 4 0 ' W O 9 5 2 . 7 2 9 5 2 . 2 2 9 5 8 . 7 2 4 0 ' W O 9 5 0 . 7 2 9 5 0 . 2 2 956 . 4 2 40' L O 948 . 4 2 951 . 4 2 9 6 7 . 4 2 5 0 ' W O 9 5 9 . 4 2 9 5 8 . 9 2 9 6 3 . 2 2 5 0 ' W O 9 5 5 . 2 2 9 5 4 . 7 2 960.22 40' LO952.22 955.22 962.9140' WO954.91954.41963.8540' WO955.85955.35963.3040' WO955.30954.80959.0040' LO951.00954.00956.9240' LO948.92951.42954.0540' SLAB954.55953.55957.42 40' LO 949.42 952.42 953.0940' SLAB953.59952.59952.4640' SLAB952.96951.96951.0640' SLAB951.56950.56956.42 40' LO 948.42 951.42 961.5140' LO953.51956.51951.5040' LO943.50946.50959.01 50' LO 951.01 954.01 951.8250' SLAB952.32951.3240' SLAB40' SLAB40' SLAB962.81963.31962.3140' SLAB40' SLAB40' SLAB962.11962.61961.6140' SLAB40' SLAB40' SLAB961.41961.91960.9140' SLA B 4 0' S L A B 4 0' S L A B 960.71 961.21 960.21 40' SLAB40' SLAB40' SLAB 960.01 960.51 959.51 4 0 ' S L A B 4 0 ' S L A B 4 0 ' S L A B 9 5 8 . 4 1 9 5 8 . 9 1 9 5 7 . 9 1 4 0 ' S L A B 4 0 ' S L A B 4 0 ' S L A B 9 6 2 . 3 2 9 6 2 . 8 2 9 6 1 . 8 2 50' S L A B 5 0 ' S L A B 5 0 ' S L A B 97 2 . 3 2 97 2 . 8 2 97 1 . 8 2 5 0 ' S L A B 5 0 ' S L A B 5 0 ' S L A B 9 6 6 . 9 2 9 6 7 . 4 2 9 6 6 . 4 2 50' SLA B 5 0 ' S L A B 5 0 ' S L A B 957.21 957.71 956.71 50' SLAB50' SLAB50' SLAB 957.40 957.90 956.90 40' SLAB40' SLAB40' SLAB 959.31 959.81 958.81 40' SLAB40' SLAB40' SLAB 958.56 959.06 958.06 40' S L A B 4 0 ' S L A B 4 0 ' S L A B 957 . 2 5 957 . 7 5 956 . 7 5 4 0 ' S L A B 4 0 ' S L A B 4 0 ' S L A B969.52970.029 6 9 . 0 2 40' S L A B 4 0 ' S L A B 4 0 ' S L A B 95 7 . 8 1 95 8 . 3 1 95 7 . 3 1 4 0 ' S L A B 4 0 ' S L A B 4 0 ' S L A B 9 6 4 . 5 2 9 6 5 . 0 2 9 6 4 . 0 2 4 0 ' S L A B 4 0 ' S L A B 4 0 ' S L A B 9 6 0 . 4 2 9 6 0 . 9 2 9 5 9 . 9 2 BW 957.17 TW 961.08 BW 958.00 TW 966.46 BW 958.00 TW 968.92 BW 958.07 TW 969.32 TW 957.85 BW 957.39 TW 949.09 BW 948.69 TW 959.51 BW 952.49 TW 953.88 BW 950.90 TW 956.56 BW 950.49 TW 952.55 BW 949.03 N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:17pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSPV - PH 1, 193804970XSST, 193804970XSXT, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNZ-Ph 4, 193804970XSNO-PH 4-Pad-ElevTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748GRADING PLANC3.03 EXISTING WETLAND BOUNDARY (TYP) EX. WETLAND 3 ·NWL 945.2 ·HWL 946.3 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.6 BOULDER RETAINING WALL BY OTHERSSEE SHEET C3.02SEE SHEET C3.01 SEE SHEET C3.05 MAP KEY EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. PHASE 4 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPOND 9 (EXISTING) ·BOTTOM POND 941.0 ·BOTTOM BENCH 946.25 ·NWL - OUTLET 947.25 ·HWL 953.3 ·EOF 954.69 EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) EOF BOULDER RETAINING WALL BY OTHERS 15' CITY WETLAND SETBACK (TYP) WETLAND BANK EASEMENT ONLY EXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 950 948 960949.82955.32938 940 942 9449469489 5 0 960962950 955955940 945 970950937 940 940 945 938 940 945 945 945 1 . 3% PX PX PX PX PX PX PX BP: 0+00.00EP: 1+65.57PI: 0+64.79 PC: 1+3 8 . 8 3 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 959.82TWIN960.32959.32960.42TWIN960.92959.92960.52TWIN961.026.0%4.5% 3.8% 4.8% ??? ??? 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 959.32 40' WO 951.32 950.82 958.82 40' WO 950.82 950.32 958.82 40' WO 950.82 950.32 959.12 40' WO 951.12 950.62 959.62 40' WO 951.62 951.12 960.2240' WO 952.22 951.72 959.7140' WO 951.71 951.21 960.0140' WO952.01951.51952.31951.81956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.74953.7440' SLAB954.24953.24953.2440' SLAB953.74952.74952.7640' SLAB953.26952.26952.3540' SLAB952.85951.85952.7040' SLAB953.20952.20953.1140' SLAB953.61952.61953.9140' SLAB954.41953.41954.7840' SLAB955.28954.28955.4640' SLAB955.96954.96956.1140' SLAB956.61955.61956.8140' SLAB957.31956.31957.4140' SLAB957.91956.91959.7140' SLAB960.21959.219 6 0 . 7 2 4 0 ' S L A B 9 6 1 . 2 2 9 6 0 . 2 2 9 5 9 . 1 2 4 0 ' S L A B 9 5 9 . 6 2 9 5 8 . 6 2 16 15 14131211109 84 7 6 5 4 3 25 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 21 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 953.81 40' WO 945.81 945.31 953.51 40' WO 945.51 945.01 952.81 40' LO 944.81 947.81 954.11 40' LO946.11 949.11 954.7140' LO946.71949.71955.4140' LO947.41950.41955.9140' LO947.91950.91952.91 40' FB 944.91 952.41 953.21 42' WO 945.21 944.71 953.51 42' FB945.51 953.01 957.02 42' LO949.02 952.02956.5040' SLAB957.00956.00957.2040' SLAB957.70956.70957.8040' SLAB958.30957.30958.4040' SLAB958.90957.90955.7042' SLAB956.20955.20953.5050' SLAB954.00953.00955.1040' SLAB955.60954.60955.7040' SLAB956.20955.20956.7040' SLAB957.20956.20957.8040' SLAB958.30957.30958.1040' SLAB958.60957.60952.5050' SLAB953.00952.00952.7050' SLAB953.20951.70 952. 9 0 50' S L A B 953. 4 0 952. 4 0 953.3050' SLAB 953.80 952.80 953.7050' SLAB954.20953.20954.4040' SLAB954.90953.90954.0040' SLAB954.50953.506.5%5.8%4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%4.4%4.3%4.1%3.0%3.5%4.6%4. 2%3.8%4.3% 2.8% 7.7% 9.1% 6.9% 6.5% 6.4% 5.7%6.7% 5.1% 4.9% 4.1% 3.2% 3.5 % 3.5 %4. 6%4.9%5.0% 3.9% 3 . 7%7.6%7.3%6.5%6.0% 5 . 4% 4 . 6% 4 . 4%5.6%3.6%3.4%3.1%2.9%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%4.7%4.9%5.0%5.1%7.0%7.1%8.7% 8 . 8% 9 . 4% 8 . 6%9.5% 0.9% 0.9% 1. 8%1.8%1.4%1.0%1.1% 1.1% 0.7% 0.7%958.78953.92 959.76 957.92 958.90 957.62 959.45958.82958.20957.71958.149 5 8 . 5 6 959.04958.97958.46957.94EOF 957.65957.95958.41958.88959.34959.80960.30950.33948.33948.04948.05947.75948.15947.15947.15947.45947.75948.05 9 4 8 . 3 5 9 4 8 . 6 5 9 5 1 . 4 4 957.93949.61950.719 5 2 . 3 8 956.00 959.45 955.73956.72 955.19954.65954.11 9 5 3 . 5 8 9 5 2 . 9 4 9 5 2 . 2 6 951.58EOF 951.27951.62952.08952.62953.17953.71954.26954.81955.58947.01946.18946.24947.41946.08946.00946.33946.41946.41945.35 9 4 5 . 9 9 9 4 6 . 7 7 9 4 6 . 0 5 947.47948.41948.39957.19 955.76958.02 954.25 955.21 954.66950.29 949.07 954.12 953.68 947.11 951. 3 6 953. 2 3 952. 6 6 946. 8 3 94 5 . 9 1 95 1 . 6 9 951.76942.09945.62951.55947.90 9 4 7 . 9 0 9 5 1 . 6 5 9 5 2 . 8 9 9 4 7 . 9 0 948.78954.66 955.21 947.90 951.41955.76 956.30 954.59 955.52956.76 954.96948.45954.09 9 5 3 . 2 7 9 4 7 . 3 9 9 4 6 . 1 4 9 5 2 . 7 0 9 5 2 . 1 4 9 4 4 . 9 2 946.92951.58951.19948.29945.34951.30951.67942.78941.94952.05952.40942.24942.54952.74952.32945.65953.56953.90954.46946.76945.66945.469 4 9 . 9 3 95 4 . 5 6 HP 959 .40 LP 950.65 LP 950.92 HP 958.82 LP 957.382.0%959.20949.54212789.92 456177.62 PX PX PX PX PX PX PX SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>14 + 9 7 15 + 0 0 16+00 17+00 18+00 19+00 20+0021+00 22+00 23+00 24+00 25+00 26+0 0 27 + 0 0 2 8 + 0 049+3950+0051+0052+0053+0054+0055+0056+0057+00 5 8 + 0 0 2+003+003+4884+00 85+00 86+00 87+00 88+00 89+00139+70140+00>>>>0 + 0 0 0+001+002+003 + 0 0 4+00 5+00 5+63 >>>>>>>>>>> > >>>>>>0+390+00SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>>> > > > > >>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 O H P O H P O H P O H P O H P O H P OH P OH P X X X X X X X X WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 8.0'20.0'8.0'20.0'35.00'EOF 951.158.0'8.0'PXPX PX 8.0'8.0'20.0'8.0'35.0'8.0'20.0'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 12.1473.06120.00 L =6 5 .5 340.52L=5.67 120.00 55.00120.00 55.00120.00 55.001 4 4 . 9 5 44.06L=108.07L=1.691 3 2 . 5 0L=2 0 .8 5 L =6 1 .3 7 132.50 L=47.33132.50L =47.33133.24L=47.33 13 0 . 8 0 L=5 2 .8 2 138. 1 8 L=54.93L=15.53132. 5 0 L=0.57L=54.37129.11 L=50.3478.99L=50.31120.00 55.00L=0.8854.12120.00 55.0055.00120.00 55.0055.00120.00 56.51106.3514.98L=125.0379.523520N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:17pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSPV - PH 1, 193804970XSST, 193804970XSXT, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNZ-Ph 4, 193804970XSNO-PH 4-Pad-ElevTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748GRADING PLANC3.04 WETLAND BOUNDARY (TYP) WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) POND 5 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 946.7 ·EOF 947.7 POND 4 (EXISTING) ·BOTTOM POND 936.5 ·BOTTOM BENCH 942.1 ·NWL - OUTLET 943.1 ·HWL 946.5 ·EOF 947.5EX. WETLAND 8 ·NWL 940.0 ·HWL 940.4 EX. WETLAND 9 ·NWL 938.0 ·HWL 938.6 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 EX. WETLAND 10 ·NWL 938.4 ·HWL 939.6 SEE SHEET C2.04FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY EX. PHASE 3 EX. PHASE 3 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 DEVELOPMENT PROP. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E SEE SHEET C3.05SEE SHEET C3.02 SHORELAND DISTRICT BOUNDARY PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98WETLAND 4 WETLAND 11 94294 2 944 942 951.70952.2050' WO960.20953.45953.9542' WO961.95954.57955.5742' SLAB955.07949.82955.3242' LO954.82950.10951.1042' SLAB950.60953.45954.4550' SLAB953.95953.00954.0050' SLAB953.50951.42952.4250' SLAB951.92950.50951.5050' SLAB951.00949.40950.4050' SLAB949.90948.42949.4250' SLAB948.92944942940940942944946950938 940 942 9449469489 5 0 960962950 950 956 944 942 946 948 9509559559359409459 4 0 93694 2 94 5 970 950.21950.7140' WO958.71950.70951.2040' WO959.20953.82954.8240' SLAB954.32953.42954.4240' SLAB953.92953.12954.1240' SLAB953.62952.82953.8240' SLAB953.32952.42953.4240' SLAB952.92951.72952.7240' SLAB952.22950.82951.8240' SLAB951.32954.22955.2240' SLAB954.72953.32954.8240' SLAB954.32952.60953.6040' SLAB953.10952.32953.3240' SLAB952.82951.92952.9240' SLAB952.42945950940 945938 940 945 945 945 2.6%0.8% 1.2%1.2%1.2%1.2%0.7%0.7%0.7% 1 . 3%1.3%0.8%3.0%7.2%5 . 6% 4.3 % 4.9 % 4.6 % 4.2 % 3. 9 % 3. 7 % 3. 8 % 3. 9% 4. 0% 3. 8% 4. 1% 3. 7% 3. 8 % 4. 4 % 5. 0 % 5.2 % 5.1 % 4.4 % 3.3 % 4.0% 4.1% 5.4% 6.7% PX PX 9589508' WIDE TRAIL 12' WIDE TRAIL EOF=940.00 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 961.82 40' WO 953.82 953.32 961.22 40' WO 953.22 952.72 960.82 40' WO 952.82 952.32 960.32 40' WO 952.32 951.82 959.82 40' WO 951.82 951.32 956.1240' SLAB956.62955.62955.2440' SLAB955.74954.74954.7440' SLAB955.24954.24954.2440' SLAB954.74953.7416 15 141312 12 1 2 3 2 955 . 5 1 40' W O 947 . 5 1 947 . 0 1 955. 1 1 40' W O 947. 1 1 946. 6 1 954.91 40' W O 946.91 946.41 954.11 40' WO 946.11 945.61 4.3%3.2%3.6%5.0%4.4%5.3%5.2%4.5%2.8%2.6%2.4%2.9%5.3%5.2%5.9%4.5%7.2% 3.2% 2.3% 4.2% 7.7%4.2%4.3%6.3 % 7.3%3.0% 0.9% 0.7 %959.45958.82958.88959.34959.80960.30959.67956.84950.33948.33948.04948.05947.75953.17953.71954.26954.81955.58947.01946.18946.24947.41946.08952.32945.65953.56953.90954.46946.76945.66945.469 4 9 . 9 3 9 5 3 . 5 3 9 5 3 . 1 0 9 4 9 . 5 3 94 9 . 2 3 94 8 . 9 3 94 8 . 5 3 94 7 . 8 3 947. 0 2 945 . 8 0 94 7 . 4 9 94 9 . 2 2 949 . 7 9 950. 4 6 951 . 1 9 95 1 . 7 8 95 2 . 2 2 95 2 . 6 6 949.80 959.25 958.29 947.83 946.74 947.38 957.34 957.91956.5495 4 . 5 6 9 5 0 . 3 1 9 5 3 . 8 8 9 5 0 . 0 0 9 5 3 . 5 0 9 4 9 . 7 2 9 5 3 . 1 3 952.6994 9 . 3 4 94 9 . 0 0 95 2 . 2 6 95 1 . 8 9 94 8 . 7 1 94 9 . 7 2 95 1 . 4 7 950 . 9 3 949 . 1 2 948. 0 1 950. 1 9 94 9 . 0 7 94 6 . 7 0 944.50943.06947.62946.72949.80945.58 945.39 948.33 945.31 947.13 941.30 946.73 9 4 3 . 6 7 9 4 7 . 1 8 946.74944.70945.00946.51946.76 943.67 945.26947.45 948.47 945.00 944.12949.19 949.96LP 945.90EOF 94 6. 3 8 943.272.5%2.0%2.6%0.8%2.5%2.0%2.1%80TH AVE80TH AVE PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>S S CONTROL >>>>>>>>>>>>>>>>SSCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>114+00115+001 1 6+ 0 0 1 1 6+ 7 4 25+00 26+0 0 27 + 0 0 2 8 + 0 0 29+0030+0031+000+ 0 0 0+ 8 5 0+00 1+00 87+00 88+00 89+00139+70140+00141+00142+00143+00144+00145+00146+00147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 >>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+001 + 0 0 2+003+004+004+340+001+001+02>>>>>>>>>>>>SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>0+001+002+003+004+000+000+28 0+000+36 >>0+00 1+001+13CLVT CLVT TS TS TS TS TS C PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT WETLAND 4 WETLAND 11 951.0640' SLAB951.56950.56948.6550' SLAB949.15948.15948.0940' SLAB948.59947.59947 . 5 6 40' S L A B 948 . 0 6 947 . 0 6 948.0040' SLAB948.50947.50948.6040' SLAB949.10948.10949.6040' SLAB950.10949.10951.5040' LO943.50946.50951.50943.50950.3750' SLAB950.87949.87948.3950' SLAB948.89947.89947.86 50' SLAB 948.36 947.36 N 0 50 100 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:17pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC301.dwgXrefs:, 193804970XSXW, 193805500PUDXBRD, 193804970XSNO-PH 2, 193804970XSPV - PH 2, 193804970XSNW, 193804970XSXV, As-BuiltShoot-2-22-23, 193804970XSNO-PH 1, 193804970XSPV - PH 1, 193804970XSST, 193804970XSXT, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNZ-Ph 4, 193804970XSNO-PH 4-Pad-ElevTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748GRADING PLANC3.05 WETLAND BUFFER SIGN (TYP.) POND 10 (EXISTING) ·BOTTOM POND 936.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.6 ·EOF 944.6 POND 6 (EXISTING) ·BOTTOM POND 937.0 ·BOTTOM BENCH 941.0 ·NWL - OUTLET 942.0 ·HWL 943.4 ·EOF 944.4 EX. WETLAND 4 ·NWL 940.0 ·HWL 942.5 POND 12 (EXISTING) ·BOTTOM POND 936.3 ·BOTTOM BENCH 939.0 ·NWL - OUTLET 940.0 ·HWL 942.7 ·EOF 943.7 EX. WETLAND 11 ·NWL 936.5 ·HWL 938.4 -SEE SHEET C3.04SEE SHEET C3.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. PHASE 4 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVEEXISTING WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) RESTORED WETLAND BOUNDARY (TYP) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 4291 4293 4295 4296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 58205821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 63076308 6309 6310 6327 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3802 38043805 3806 38073808 3810 3811 3812 3813 3814 38153816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 40994100 4101 4102 4294 4301 4302 4303 43554356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 44124413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 44564457 445844594460 4461 4462 4463 4464 4465 446644674468 4469447044714472447344744475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 448844894490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 45084509451045114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 45624563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 49674968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 50085009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 1697 1698 1699 1700 1701 1546 1548 1549 15501551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 15991600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 16521653 1654 1655 1656 1657 1658 1659 1660 16611673 16741675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 7833 7834 7835 7836 7837 7838 7839 78407841 7842 7843 78447845 7846 7847 7848 7849 7850 7851 7852 7853 7854 7855 7856 7857 7858 7859 7860 7861 7862 7863 7864 7865 7866 78677868 7869 7870 7871 78727873 78747875 7876 7877 7878 7879 7880 7881 7882 7883 7884 7885 7886 7887 78887889 7890 7891 7892 7893 7894 78957896 7897 7898 7899 7900 7901 7902 7903 7904 7905 79067907 7908 7909 79107911 7912 7914 7916 7917 7918 79197920 7921 79247925 7926 7927 7928 7940 7941 7942 7943 79447945 79767977 80838084 8085 8086 8093 8094 7788 7813 7789 7790 7791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 78087809 78107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 7769 7770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 7929 7930 7931 7933 7934 7935 7936 7937 7938 7939 7946 7947794879497950 7951 7952 79537954 79557956 79577958 7959 7960 7961 79627963 7964 7965 7966 79677968 7969 7970 7971 7972 7973 7974 7975 79787979 7980 7981 7982 7983 7984 7985 7986 7987 7989 7990 7991 7992 7993 7994 79957996 7997 7998 7999 8000 8001 8002 8003 80048005 8006 8007 8008 8009 8010 8011 8012 8013 80148015 8016 8017 80188019 8020 8021 8022 8023 8024 8025 8026 8027 8028 8029 8030 8031 80328033 80348035 8036 8037 8038 8039 8040 8041 8042 8043 8044 8045 8046 8047 8048 80498050 8051 8052 8053 80548055 80578058 8059 8060 8061 8062 806380648065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 80888089 8090 8091 8092 7988 8056 8072 7760 7761 77627763 7764 7765 7766 PX PX PX PX PX PX PX PX PX E E E E E E E E M A I L E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E E E E E E EE E E E E E E EE E E E EHE E E E E E E E E E E E E SS SS H E EOHPOHPOHPOHPOHPOHP TOC 969.93 TOC 966.53 UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND MAILE E E E E E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK SS FM F M FMFMFMllllllll>>>>>> > > WAL N U T L N XYLOID AVEWALNUT L N WALNUT LNWALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E 79TH AVE 79TH P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 80TH AVECO U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 lllllll>>>> > FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l > l >l>llllll l l lllllllllllll l l lll >>l l l l l l llllllllllllll lll1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 >>S S S S SSCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>S SCONTROL>> S SCONTROL S SCONTROL>>>>>>>>>>SSCONTROL>>>>>>>>>>S>>>>>>>>>>>>>>> >>>>>>>>> SPXPX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 14.98PX PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 3 2 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 2:50pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC400.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- N SHORELAND DISTRICT BOUNDARY RESTORED WETLAND BOUNDARY (TYP) 12" TRUNK WATER MAIN. (ALL OTHER 8" WATER MAIN UNLESS OTHERWISE NOTED) 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12 E E E E E E E H OHPOHPOHPOHP E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l lllllll l l l l l l l ll lllllllll>>>>>>>>>>S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> SS SS SSSS SS SS SS SS SSSSSS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S 12" WME X 1 2 " W M F3 10 11 12 13 14152.5589 . 4 40.65130.6299.05 10 . 6 9 125.0082.67 125.8157.00 135.3779.12 74.03 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:20pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.01 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) SEE SHEET C4.02 SHORELAND DISTRICT BOUNDARY SEE SHEET C4.03 MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 E X 1 2 " W M EX 8" WMNOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8E E E M A I L E E 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P llllll>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > >>> > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l>>l>>l>>l >>l > > l >> l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll> >l>l > >>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>> > l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>llllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllll>>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >>SSSSSS SSSSSSSSSSSS SS SS SSSSSS SS SSSS SSSS SS SS SSSS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > >>> > > > >> > > > E X 1 2 " WM EX 8" W M E X 1 2 " W M 1 2 " W M 1 2 " WM PX PX PX L=118.431 51. 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:20pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.02 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) SEE SHEET C4.04 SEE SHEET C4.03SEE SHEET C4.01 SHORELAND DISTRICT BOUNDARY MAP KEY EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT C O U N T Y R O A D 1 0 E X 8 " W M EX 8" WMEX 1" WATER SERVICE & CURB BOX (TYP.)EX 8" WM8" WME X 1 2 " W M NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F M WETLAND 3>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>ll>l>l>>ll>>llll>>>>llll>>l>l>>>llll>>ll>>ll>>l >l>l >ll>>ll>>>l >>ll>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>>ll>ll>ll>>l>l>l>>l>>lllll l l l l l l l llllllllllllllllllllllllllllllllllllll l l l l l l l l l l lllllllllllllllllll l l S S S SSCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSS SS SSSSSSSS SS SS SSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > S 8" W M 8" WMPX PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.306.62 L=182.91L=103.82271.5614.31L=115.05L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:21pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.03 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) EX 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.)SEE SHEET C4.02SEE SHEET C4.01 SEE SHEET C4.05 MAP KEY EX 6" PVC SANITARY FORCE MAIN CONNECT TO EX. SANITARY MANHOLE 8" WM STUB WITH HYD & GATE VALVE EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. FUTURE PHASE PROP. PHASE 4 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVE1" WATER SERVICE & CURB BOX (TYP.)EX 8" WMEX 8" WM 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES HYD. & GATE VALVE (TYP.) RESTORED WETLAND BOUNDARY (TYP) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:21pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.04 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.02 SEE SHEET C4.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY 12" WM STUB 10" SAN. SEWER STUB INV. 934.50 EX. PHASE 3 EX. PHASE 3 EX. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E12" WM 8" WM 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 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5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 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llllSSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>S S CONTROL >>>>>>>>>>>>>>>>SSCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>8" WM8" WM8" W M 8 " WM8" WM8" WM8" WMPX PX PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:21pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193805500PUDXBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C4.05 SANITARY SEWER AND WATERMAIN PLANTNA CWM CWM XM KS KS N EX 4" SAN SERVICE (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) EX HYD. & GATE VALVE (TYP.) EX 4" SAN SERVICE (TYP.) EX HYD. & GATE VALVE (TYP.) EX HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) EX 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.03SEE SHEET C4.04FLOODPLAIN BOUNDARY ELEV = 938.5 MAP KEY EX 6" PVC SANITARY FORCE MAIN FUTURE 15" SANITARY SEWER EX PHASE 1 DEVELOPMENT EX. PHASE 2 PROP. PHASE 4 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVE1" WATER SERVICE & CURB BOX (TYP.) NOTE: INSTALL ALL WATER MAIN SERVICES ON THE UPSTREAM SIDE OF THE SANITARY SEWER SERVICES RESTORED WETLAND BOUNDARY (TYP) lllllllSSSSSSSSSSSSSSSS SSSSSS SS SS SSSS SS SS SS SSSS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS>>>>>>>>>> > > >>> >>>>>>>>>>>>>>>>>>>>> >> > > >>> > > > >> >>>> >>>>> >>>FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl lllllllllllllll l l l llllllll l l l l l llllll llll l llllll>l> l >>>l >l > l >l>llllll l llllllllllllll l l SSSSSS SS SSlll >>l l l l ll l lllllllllSSSS>SS >>llSS ll lll>>SS >>SS S S SSCONTROL> >>>>>>>>>>>> >>>> > > > > >>>SS SSSCONTROL >> >> >> >> >> >> >>>>>>>>>>>>>>>>S SCONTROL>> S SCONTROL S SCONTROL>>>>>>>>>>SSCONTROL>>>>>>>>>>S>>>>>>>>>>>>>>> >>>>>>>>> S 4291 4293 42954296 4300 4304 4305 43064307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 52455247 5421 5434 54355436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 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8085 8086 8093 8094 7788 7813 778977907791 7792 77937794 7795 7796 77977798 7799 7800 7801 7802780378047805 7806 7807 7808780978107811 7812 7814 781578167817 78187819 7820 7821 7822 78237824 7825 7826 7827 7829 7830 78317832 7767 7768 77697770 7771 7772 7773 7774 77757776 7784 7785 7786 7787 7828 79297930 7931 7933 7934 79357936 7937 7938 7939 79467947794879497950 7951 7952 79537954 79557956 79577958 7959 79607961 79627963 7964 7965 7966 79677968 7969 7970 7971 7972 7973 7974 7975 79787979 7980 7981 7982 7983 7984 7985 7986 7987 7989 7990 7991 7992 7993 7994 79957996 7997 7998 7999 8000 8001 8002 8003 80048005 8006 8007 8008 8009 8010 8011 8012 8013 80148015 8016 8017 80188019 8020 8021 8022 802380248025 8026 8027 80288029 8030 8031 80328033 803480358036 8037 8038 8039 8040 8041 8042 8043 8044 80458046 8047 8048 80498050 8051 8052 8053 80548055 80578058 8059 8060 8061 8062 806380648065 8066 8067 80688069 8070 80718073 8074 8075 8076 8077 8087 808880898090 8091 8092 7988 8056 8072 7760 7761 77627763 77647765 7766 E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E EOHPOHPOHPOHPOHPOHP FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E E E C E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003938.7513002 SS FM F M FMFMFMlll>>>>> >XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 EX. CULVERT PX PX PX PX PX PX PX PX PX 1 23 4 7 8 5 6 9101112 13141516 20191817 3 2 1 654 987 4 1 2 3 65 5 1 210 21 1 6 5 4 3 2 10 2 987654 11 3 1 5 6 7 1 2 3 4 6 7 8 1 9 2 10 3 11 4 12 5 4 3 6 7 8 1 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 6 7 8 9 10 11 12 13 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 8 12 2 7 940940950 960 960 940 94 0940940 940 9409409409 4 0940 940940 9409509609 6 0 9 6 0 970970WAL N U T L N WALNUT L N WALNUT LNWALNUT LNWALNUT LN X Y L O I D A V E X Y L O I D A V E 79TH AVE 79TH P L A C E 79TH AVE79TH AVE7 8 T H P L A C E 80TH AVECO U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0PXPX PX F1 XYLOID AVEPX PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 3 2 1 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAIN TILE (TYP.) DRAIN TILE (TYP.) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 3:02pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC500.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.00 OVERALL STORM SEWER PLANTNA CWM CWM XM KS KS N SHORELAND DISTRICT BOUNDARY RESTORED WETLAND BOUNDARY (TYP) NOTE: 2' CONTOURS SHOWN EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX PHASE 2 DEVELOPMENT EX. PHASE 3 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EXISTING WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) WETLAND BANK EASEMENT ONLY E E E E E E C E E CC CCCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 7 1 21 10 11 13 14 15 16 9 10 11 8 12l SS SS SS SSSSSSSS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>ll>>l>>ll>>llll>>ll>>ll>>>>llll>>lll>>lll>>>>lllll>>>>lll>>llllll>>lll>>>l>>>>lll>>>>ll>>l>>>>l l >>l l l l >> l l l l llllllSS SS SS l l l l l l l l ll lllllllllF3 10 11 12 13 14152.5589 . 4 40.65130.6299.05 10 . 6 9 125.0082.67 125.8157.00 135.3779.12 74.03 >>>>>>>>>>S S SCONTROL>>> > > > > >>>>>>>> > > > > > > > > >>>>>>>> > >>>> >>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> S CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B15 RIM 953.95 INV 951.20 24" NW INV 955.16 15" SW INV 950.95 27" NE CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD A9A RIM 962.09 INV 960.42 12" NW AD B16 RIM 960.28 INV 958.61 12" NW INV 957.31 12" SE INV 956.65 12" SW INV 956.40 15" NE AD B16B RIM 959.73 INV 958.06 12" SE INV 958.06 12" NW AD B16A RIM 962.93 INV 961.26 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B16C RIM 960.16 INV 958.49 12" NW CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W INV 956.53 12" N MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E INV 952.22 15" N INV 952.02 15" WINV 945.49 36" NEINV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N MH D18 RIM 953.64 INV 947.02 36" W INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES P9 RIM 947.29 INV 943.88 36" E CB E14 RIM 962.61 INV 959.78 4" S INV 958.21 15" NW CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N 15 1 ' - 1 2 " S T R M @ 0 . 5 0 % 1 6 0 ' - 1 2 " S T R M @ 1 . 6 6%124'-15" STRM@ 1.00%2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%14'-36" STRM @ 1.71% 41'-30" STRM @ 1.20% @ 1.09% 27'-30" STRM @ 0.70% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88% 85'- 1 2 " S T R M @ 0. 5 0 %77'-36" STRM@ 1.01%30'-12" STRM @ 1.00 % 31'- 1 5 " S T R M @ 1. 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:24pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.01 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03 SHORELAND DISTRICT BOUNDARY SEE SHEET C5.02 MAP KEY DRAINAGE BOUNDARY (TYP) EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 DEVELOPMENT C O U N T Y R O A D 1 0 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8llllll SSSSSS SSSSSSSSSS SS SSSSSS SS SS SSSS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > >>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > >> > > >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l>>l>>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll> >ll>>llll>>l>l>l>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>ll>ll> > > > >>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllll>>l>>>>l l>>l > > l > >ll>>llll>ll>ll>l>l>>>llll>>>>ll>>llllllll>>>>>>>lllllllllllllll l l l l ll>>>llll>>ll>llll>> >lll>SSllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllllL=118.431 51 . 6 5 88. 8 9 >>S > > > > > > > > > > > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>> >>>> > > > > > > > > > > >>>>>>>> > > > > > > > >>>> S >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > >> >> CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.89 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE CBMH B14 RIM 955.81 INV 953.06 24" NW INV 953.06 24" SE AD A9A RIM 962.09 INV 960.42 12" NW AD B11C RIM 962.69 INV 961.02 12" W AD B19B RIM 961.41 INV 959.74 12" SE AD B19A RIM 960.57 INV 958.90 12" NW INV 958.90 12" SE CBMH A4 RIM 961.00 INV 959.06 15" E INV 959.06 15" S AD A6B RIM 959.32 INV 957.65 12" NW INV 957.65 12" SE CBMH A5 RIM 960.31 INV 958.37 15" N INV 958.37 15" S AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E AD B11B RIM 961.07 INV 959.41 12" E INV 959.41 12" SW CBMH B12 RIM 956.54 INV 953.79 24" NW INV 956.70 15" NE INV 953.79 24" SE AD A6A RIM 958.81 INV 957.14 12" NW INV 957.14 12" SE CBMH B13 RIM 959.39 INV 957.45 15" N INV 957.45 15" SW CB B8 RIM 960.45 INV 957.78 12" SE AD A6C RIM 961.89 INV 958.58 12" SE CB B10 RIM 956.96 INV 955.29 12" NE INV 955.29 12" SW AD A9 RIM 958.52 INV 956.85 12" SE INV 956.53 12" SW INV 956.53 12" N AD A6 RIM 958.08 INV 956.35 12" NW INV 956.15 15" E AD B11A RIM 958.68 INV 957.02 12" NE INV 957.02 12" SW CBMH A8 RIM 957.53 INV 955.79 12" S INV 955.59 15" NW CBMH A7 RIM 957.06 INV 955.12 15" SE INV 955.99 15" W INV 954.62 21" NE AD B11 RIM 959.00 INV 955.83 12" NE INV 955.83 12" SW MH B9 RIM 959.09 INV 957.42 12" NW INV 954.65 12" NE INV 954.24 21" SW INV 953.99 24" SE CBMH A3 RIM 963.81 INV 961.87 15" NE INV 961.87 15" W CB D7 RIM 967.04 INV 962.97 12" S CBMH D6 RIM 966.93 INV 962.60 12" N INV 962.40 15" SW CBMH B6 RIM 965.81 INV 956.55 24" SE INV 956.55 24" NW CBMH D5 RIM 965.78 INV 961.29 15" NE INV 961.29 15" SW CBMH D4 RIM 964.68 INV 960.24 15" NE INV 960.24 15" SW CB D1 RIM 964.17 INV 959.56 12" E CBMH D3 RIM 963.66 INV 959.30 15" NE INV 959.22 15" NW INV 958.97 18" SW CBMH D2 RIM 963.64 INV 959.37 12" W INV 959.37 15" SE CBMH B7 RIM 963.62 INV 958.42 18" NE INV 957.92 24" NW CB B5 RIM 960.00 INV 957.77 4" SE INV 955.97 12" WCBMH B4 RIM 959.86 INV 955.53 12" E INV 954.53 24" SE INV 956.86 4" S INV 954.53 24" NW AD D10A RIM 959.39 INV 953.03 12" SW INV 953.03 12" NW AD C8C RIM 958.99 INV 955.83 12" W CBMH C9 RIM 957.88 INV 951.68 15" SW INV 951.68 15" E MH B11 RIM 957.78 INV 946.48 15" SW INV 946.48 15" NE CB C11 RIM 957.40 INV 954.72 4" W INV 953.40 15" SE CBMH C10 RIM 957.40 INV 953.10 15" NW INV 954.69 4" S INV 952.60 15" NE CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E INV 952.93 15" W CBMH B2 RIM 956.87 INV 945.36 24" SW INV 953.87 4" N INV 953.87 4" E INV 945.36 24" NE CBMH B3 RIM 956.87 INV 951.86 24" SE INV 946.14 15" SW INV 953.87 4" S INV 953.87 4" W INV 945.77 24" NE AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W AD C8D RIM 956.52 INV 950.56 15" W INV 950.56 15" E AD C8A RIM 954.57 INV 951.10 15" E AD C8 RIM 954.50 INV 950.03 15" W INV 950.28 12" E INV 950.03 18" N CBMH D10 RIM 954.29 INV 950.34 12" SE INV 948.84 15" NW INV 948.84 15" NE AD D10C RIM 953.92 INV 949.80 15" SE AD D10B RIM 952.57 INV 949.27 15" NW INV 949.27 15" SE 88'-12" STRM @ 0.50% 10 3 ' - 1 2 " S T R M @ 0 . 5 0 % 15 9 ' - 1 2 " S T R M @ 0 . 5 0 % 31'-15" STRM @ 0.50% 5 4 ' - 1 5 " S T R M @ 0 . 8 8%30'-12" STRM@ 2.46%1 4 3 ' - 1 2 " S T RM@ 2 . 5 0%127'-21" STRM @ 0.30 % 36'-12" STRM @ 1.00% 32'-12" STRM @ 2.00% 27'-12" STRM @ 2.00% 6 7 ' - 2 4 " S TRM@ 0 . 3 0% 30'-15" STRM @ 2.52% 41'-15" STRM @ 2.27%30'-15" STRM@ 2.34%122'-15" STRM @ 2.30%134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 1 4 5 ' - 2 4 " S T RM@ 0 . 5 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0% 113'-30" STRM @ 0.50% 9 7 ' - 1 2 " S T R M@ 0 . 5 0% 81'-12" S T R M @ 2.00% 120'-12" S T R M @ 2.00%59'-12" STRM @ 2.00 %57'-12" STRM@ 0.49%140'-15" S T R M @ 0.38% 181'-15" S T R M @ 0.51% 2 8 ' - 1 5 " S T RM@ 1 . 0 7%157'-18" STRM@ 0.50%90'-15" STRM @ 0.80% 85'-15" S T R M @ 1.30 %29'-12" STRM@ 1.27%81'-15" STRM@ 1.29 % 2 5 2 ' - 2 4 " S T R M@ 0 . 8 0% 17 1 ' - 2 4 " S T R M @ 0 . 8 0 %72'-15" STRM@ 1.31%30'- 1 5 " S T R M @ 0 . 5 1 %55'-18" STRM@ 1.00%1 0 5 ' - 1 5 " S T R M@ 0 . 5 0% 8 7 ' - 1 5 " S T R M@ 0 . 5 0% 1 6 9 ' - 1 2 " S T R M@ 1 . 5 9% 17'-15" STRM @ 2.00%118'-15" STRM @ 2.00 %163'-24" STRM@ 1.45%28'-24" STRM @ 1.45 % 1 7 9 ' - 2 4 " S T R M@ 1 . 5 0% 43'-12" STR M @ 1.01% 37'-12" STRM @ 0.51% 101'-12" STRM @ 2.50% 121'-12" STRM @ 2.50% 1 7 5 ' - 1 2 " S T R M@ 0 . 7 0% 1 7 5 ' - 1 2 " S T R M@ 1 . 0 0% 75'-15" S T R M @ 0.72% SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:24pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.02 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.04 SEE SHEET C5.03SEE SHEET C5.01 SHORELAND DISTRICT BOUNDARY MAP KEY DRAINAGE BOUNDARY (TYP) X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT 1405 1406 1411 1425 1588 15891590 1642 1646 1664 16651668 1669 1670 1671 2956 2957 3479 3480 3481 3482 3483 3485 1793 1832 1841 2937 2976 3299 3319 3603 3605 3651 3661 3681 2906 2907 2909 2910 29112912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3053 3056 3057 3059 3060 3061 3087 3088 3089 3090 3091 3092 3094 3234 3238 3239 3275 3283 3284 3285 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3300 3301 3302 3305 3306 3307 3308 3309 3310 33113312 33133314 331533163317 3318 3320 3321 3347 3489 3550 35543555 3556 3557 3558 3559 3560 3561 3562 3563 3566 3567 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3604 3606 3607 3608 3609 36103611 3612 3613 3614 3617 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 367336743675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 36923693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 37253726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 37503751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1573 1574 1577 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1724 1728 17351736 1737 1738 1739 1740 1741 1742 1744 1745 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 18421843 1844 1845 1850 1851 18521853 1854 1855 1856 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 3 DRAINAGE BOUNDARY (TYP) PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7SS SSSSSSSSSSSSSS SS SS SS SS >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>> >> > > > > > > > > > > > > >> > >>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM>>l>>ll>>ll>>l>l>lll>>ll>>l>lll>>ll>>>>llll>>lll>>l>>>>>>llll>>>>ll>>>>ll>>l>>>>l l >>l l l l >>>>lll>>>>ll>>>>ll>>>>l>>ll>>>>lllll>>>>llll>>ll>>ll>>>>llll>>lllllllllllllllllllll>>>>>ll>l>l>>ll>>llll>>>>llll>>l>l>>>llll>>ll>>ll>>l >l>l >ll>>ll>>>l >>ll>l >l >l >l>>l>>l>>l >>l >ll>>l>ll>ll>>ll>>ll>ll>ll>>l>l>l>>l>>lllll l l l l l l l lllllllllllllllllllllllllllllllllllllSSSS SS SS l l l l l l l l l l l lllllllllllllllllll l l PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 L = 4 8 .70123.645 5 . 0 0 120.006. 4 8 130.85L=118.4348.9 5 L=37.68 125.00L = 60 .72 1 9 . 2 3 125.006 5 . 0 0 125.005 7 . 0 0 5 7 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.005 5 . 0 0 5 5 . 0 0 125.006 3 . 5 7 1 2 . 3 1 2 9 . 2 7 L =33.70 129.7374 . 6 4 L=55.71 152.5589 . 4 40.65L=55.15 130.6299.05 10 . 6 9 L=76.53 125.0082.67 L=51.12 11.30 125.8157.00 31.73 L=2 5 .2 9 135.3779.12 L =5 2 .9 7 154.7674.03 L =5 2 .3 0 186.17 81.12 L =5 2 .3 0 2 3 3 . 0 6 92.68L=5 2.302 1 1 . 8 4 66.9052.00L=52.3013 6 . 4 4 106.45L=52.306.62 L=182.91L=103.82271.5614.31L=115.05L=177.17118.17 62.00L=62.40120.00 120.0065.05L=52.98120.0076.86L=62.61120.0065.03L=52.97120.0065.03L=52.96120.026 7 . 3 6 L =5 0 . 0 4 L =9 . 8 6 120.1451.13L=85.53120.0056.20L=94.35120.0 055.99L=90.2312 0 . 0 050.56L=77.341 2 0 . 0 051.26L=78.801 2 0 . 0 052.41L=80.58120.0052.38 L =8 0 .5 3120.0258.68 L =9 3 .0 5120.0054.94 L =5 .6 143.03L=11.4 0120.0053.12 L=94.71120.0051. 0 4 L=90.98 5 2 . 7 3 L = 3 3.2 53 4 . 0 20.26120.00120.035 5 . 0 0 5 5 . 0 0120.006 5 . 0 0 6 5 . 0 0120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 3 2 1 6 5 . 0 0 51 . 6 5 88 . 8 9 S S S SSCONTROL>>>>>>>>> > > > > >>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> S CBMH A2 RIM 969.47 INV 964.89 15" SE INV 964.89 15" SW CB A1 RIM 969.89 INV 965.18 15" NW CBMH B18 RIM 962.20 INV 950.23 30" SW INV 950.23 30" N CBMH B17 RIM 965.59 INV 950.81 27" SW INV 950.56 30" NE AD B11C RIM 962.69 INV 961.02 12" W AD B19B RIM 961.41 INV 959.74 12" SE AD B19A RIM 960.57 INV 958.90 12" NW INV 958.90 12" SE AD B19 RIM 962.69 INV 949.77 30" S INV 957.95 12" NW INV 949.77 30" E MH E3 RIM 962.34 INV 948.88 30" W INV 948.88 30" E CB D8 RIM 961.86 INV 957.06 12" S CBMH E12 RIM 961.59 INV 957.02 15" E INV 958.76 4" SW INV 957.02 15" S INV 957.02 15" N CB E11 RIM 961.59 INV 958.76 4" SE INV 957.30 15" W CBMH D9 RIM 961.33 INV 956.74 12" N INV 956.54 15" SE CBMH E2 RIM 961.08 INV 949.07 30" W INV 958.20 4" NE INV 949.07 30" E CBMH E1 RIM 961.13 INV 949.21 30" W INV 956.32 15" S INV 958.20 4" NW INV 949.21 30" E MH E4 RIM 959.99 INV 947.70 30" W INV 947.70 30" E CBMH D25 RIM 956.02 INV 952.22 15" N INV 952.02 15" W CB D24 RIM 956.02 INV 952.36 15" S MH D13 RIM 955.95 INV 947.78 24" NE INV 947.78 24" S CBMH D12 RIM 955.31 INV 950.87 15" NW INV 948.87 21" SE INV 948.47 24" SW MH D17 RIM 954.70 INV 945.49 36" S INV 945.49 36" NE MH D16 RIM 954.59 INV 945.36 36" SW INV 945.36 36" NE CBMH D26 RIM 954.44 INV 950.56 15" E INV 950.56 15" W AD D17A RIM 954.20 INV 945.74 36" S INV 945.74 36" N AD D17B RIM 954.19 INV 946.24 36" S INV 946.24 36" N CBMH D11 RIM 953.80 INV 949.85 15" NE INV 949.95 15" E INV 949.65 21" NW CB D10 RIM 953.80 INV 949.99 12" E INV 949.99 15" SW MH D18 RIM 953.64 INV 947.02 36" W INV 947.02 36" N OCS P9 RIM 953.30 INV 944.20 36" W INV 947.25 36" E FES E5 RIM 950.07 INV 947.20 30" W FES D14 RIM 949.92 INV 947.55 24" N FES D15 RIM 948.41 INV 945.00 36" SW FES P9 RIM 947.29 INV 943.88 36" E CBMH D35 RIM 952.60 INV 948.26 12" SW INV 947.76 18" NW CB D36 RIM 952.58 INV 948.54 12" NE CBMH D37 RIM 950.60 INV 945.68 18" SE INV 945.68 18" N INV 943.00 18" N AD C8C RIM 958.99 INV 955.83 12" W AD C8B RIM 956.53 INV 952.81 12" E INV 952.81 12" W CB A20 RIM 962.27 INV 956.79 15" NW CBMH A21 RIM 961.52 INV 956.10 15" SE INV 956.10 15" NW CBMH A22 RIM 959.67 INV 955.35 15" SE INV 955.35 15" N CBMH A23 RIM 959.55 INV 954.83 15" S INV 954.83 15" NE CB E14 CBMH E13 RIM 962.48 INV 957.91 15" SE INV 959.65 4" SW INV 958.16 12" SW INV 957.91 15" N134'-15" STRM @ 2.26 % 2 9 ' - 1 5 " S T R M@ 1 . 0 0% 2 6 7 ' - 2 4 " S T R M @ 0 . 7 0%28'-27" STRM@ 0.50 %66'-30" STRM@ 0.50 %92'-30" STRM@ 0.50%95 ' - 1 2 " S T R M @ 1 . 0 0 % 1 0 5 ' - 1 2 " S T R M@ 0 . 8 0%32'-12" STRM@ 1.01%1 7 2 ' - 1 5 " S T R M @ 3 . 3 0% 114 ' - 2 1 " S T R M @ 0 . 6 8 %28'-15" STRM@ 0.50%135'-36" STRM@ 0.27%50'-36" STRM @ 0.27% 72'-15" S T R M @ 0.86 % 112'-15" STRM @ 1.30%28'-15" STRM@ 0.50%50'-36" STRM@ 1.01%14'-36" STRM @ 1.71%136'-24" STRM@ 0.50%47'-24" STRM@ 0.50%41'-30" STRM @ 1.20% 109'-30" STRM @ 1.09% 27'-30" STRM @ 0.70% 28'-30" STRM @ 0.50% 113'-30" STRM @ 0.50% 70'-15" STRM @ 1.00% 28'-15" STRM @ 1.00% 37'-36" STRM @ -0.88%25'-36" STRM@ 1.00%77'-36" STRM@ 1.01%81'-12" S T R M @ 2.00%28'-12" STRM @ 1.00 %130' -18 " STRM@ 1 .60%118'-18" STRM@ 1.46%90'-15" STRM @ 0.80% 121'-12" STRM @ 2.50% 35'-15" STRM @ 2.00% 38'-15" STRM @ 2.00%29'-15" STRM@ 1.75%31'- 1 5 " S T R M @ 1. 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 PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 3:16pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.03 STORM SEWER PLANTNA CWM CWM XM KS KS NSEE SHEET C5.02SEE SHEET C5.01 SEE SHEET C5.05 MAP KEY DRAINAGE BOUNDARY (TYP)SEE SHEET C2.05EX. PHASE 2 EX PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 4 DEVELOPMENT EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEPROP. FUTURE PHASE PROP. PHASE 4 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 DEVELOPMENT EXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) WETLAND BANK EASEMENT ONLY 5421 5434 5435 5436 5503 5507 5595 5599 5607 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6305 6307 6308 6309 6310 6327 6340 6341 63426343 6344 6352 6378 6423 6499 6558 6559 6560 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 65796580 6581 6582 6583 6584 6585 6586 6587 65886589 6590 6591 6592 6593 6594 6595 6596 6597 6598 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7359 7468 7471 7474 7479 7480 7484 7485 7487 7489 7522 7524 7526 7527 7530 7538 7540 7541 7543 7551 7552 7553 7554 7571 7572 7574 7575 7583 7584 7585 7586 7587 7588 7595 7596 7615 7664 7665 7666 7667 7689 7690 7691 7702 7777 7778 7779 7780 7781 7782 5380 5413 5467 5518 5596 6070 6395 7109 7297 7308 7620 7729 7754 77587759 5037 5264 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 5375 5376 5377 5378 5379 5381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 53975398 5399 5400 5401 54025403 5404 5405 5406 5407 5408 5409 5410 5411 5412 5414 5415 5416 5417 5418 5419 5420 5422 5423 5424 5425 5426 54275428 5429 5430 5431 5432 5433 5437 5438 5439 5440 5441 5442 5443 5444 5445 5446 5447 5448 5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5506 5508 5511 5512 5514 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 5536 5537 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 55815582 5583 5584 5586 5589 5591 5592 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6056 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6500 6501 6502 7040 7042 7043 7044 7045 7046 7047 7048 7049 7050 70517052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7071 7072 7073 7074 7075 7076 7077 7078 7080 7081 7082 7083 7084 7085 70867087 7088 70917092 7093 7094 7095 7096 7097 7098 7099 7100 7110 7111 7112 71137114 71177118 7119 7120 7121 7122 7123 7124 7126 7134 7135 7136 7137 7138 7139 7140 7141 7142 7143 7144 7145 7146 7149 7150 7177 7178 7179 7180 7181 7182 7185 7186 7187 7188 7189 7190 71917192 7193 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 7204 7205 7206 7207 7208 7209 7210 7214 7215 7216 7217 7218 72197220 7221 7222 7223 7224 7225 722672277228 7229 7230 7231 7232 7233 7234 7235 7236 7237 7238 7239 72407241 7242 7243 7246 7247 7248 7249 7250 7251 7252 7253 7254 7255 7256 7257 7258 7259 7260 7261 7262 7263 7264 7265 7266 7267 7268 7269 7270 7271 7272 7273 7274 7275 7276 7277 7278 7279 7280 7281 7282 7283 7284 7285 7286 7287 7288 7289 7290 7291 72927293 7294 72957296 7298 7299 7300 7301 7302 7303 7304 7305 7306 7307 7309 7310 7311 7312 7313 7314 7315 7316 7317 7318 7319 7320 7321 732273237324 7325 73267327 7328 7329 7330 7331 7332 7334 7338 7344 7349 7350 7351 7353 7354 7355 73567357 7358 7472 7475 7476 7477 7481 7482 7483 7501 7502 75037504 7505 7506 750775087509 7510 7511 75127513 7514 7515 7516 7517 7518 7519 7520 7521 7555 7556 7557 7558 75597560 7561 7562 7563 7564 7565 7570 7573 7576 7577 7578 7579 7580 7581 7582 7589 75907591 7592 7593 7594 7597 7598 7599 7600 7601 7602 7603 7605 7606 7610 76117612 7613 7614 7616 7619 7621 7622 7624 7625 7626 7627 7628 7629 7630 7631 7632 7633 7634 7635 7638 7639 7640 7644 7645 7646 7647 7648 7653 76617662 7663 7668 7669 7670 7671 7672 7673 7674 76757676 7677 7678 7679 7680 7681 7682 7683 7692 7695 7703 7706 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7726 7727 77287730 7732 7733 77347735 7736 7737 7738 773977407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4969 49704971 4972 4973 4974 4975 4976 4980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 7788 7789 7790 7791 7792 7793 7794 7767 7768 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 7787 7760 7761 77627763 7764 7765 7766 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 PX PX PX PX PX PX PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2lllllll llllllllSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS >>>>>>>>>> >> >>>>> > > > > > > > > > > > >>>>>>> > > > > > > > > > >>>>> > > > > > >>>>>>>>>>>>>> > > > > >l>llll l >>ll>>l>>l>>l>>l>>l>>l>lll>ll>>ll>lllllllllll>>>>>>>>>>llllll l l l l l llllllllll l l l lllllllllllllllllllllllllll> >llll> >ll>> >>l l>>l l l l>>l>>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>lll>>ll>>ll>ll>lll>>l>>>>l l>>>>ll>>l>>l>>l>>>ll>ll>ll>ll>l >>l l >>l l >>l l >l>l>l>l>>l l >>l l > > l l >l>>>>llll>>> > > l l l l > > l l l l l >>>>ll>>>ll>>>>llll l l lll l l l llll>lllll l l llllllllll>>>>>>>>>>>PXPX PX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F1 DRAINAGE BOUNDARY (TYP)8.0'20.0'8.0'20.0'SSSSCONTROL >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>S SCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W CBMH C3 RIM 957.33 INV 954.50 4" SE INV 952.93 15" E CBMH C4 RIM 956.85 INV 952.42 15" E INV 951.23 15" W INV 949.24 18" S INV 953.85 4" SW INV 953.85 4" SE INV 948.74 24" N CBMH C5 RIM 956.84 INV 948.60 24" S INV 953.84 4" NW INV 953.84 4" NE INV 948.60 24" N MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" E MH C6 RIM 952.15 INV 947.08 24" S INV 944.34 24" N FES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES B1 RIM 945.33 INV 943.00 24" SW FES C7 RIM 945.33 INV 943.00 24" S FES P5 3A RIM 940.95 INV 939.16 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CB A31 RIM 957.50 INV 954.54 4" NW INV 953.30 12" S CBMH A32 RIM 957.08 INV 952.93 12" N INV 954.23 4" SW INV 952.93 12" E MH A33 RIM 956.96 INV 952.55 12" W INV 952.55 12" S INV 952.35 15" E CB B7 RIM 956.63 INV 953.29 4" SW INV 952.71 12" N CBMH A34 RIM 954.76 INV 949.78 15" W INV 943.10 24" E INV 951.93 4" SW INV 943.10 24" N CBMH A46 RIM 954.76 INV 942.96 24" S INV 951.93 4" NW INV 942.96 24" N CBMH A45 RIM 953.76 INV 943.58 24" NE INV 950.93 4" SW INV 943.58 24" W CB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W CBMH A43 RIM 952.77 INV 944.05 24" NE INV 949.05 12" NW INV 949.94 4" S INV 944.05 24" SW CB A44 RIM 952.72 INV 949.89 4" W INV 949.34 12" SE MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W CBMH A42 RIM 951.37 INV 944.70 24" NE INV 948.54 4" S INV 947.02 12" NW INV 944.70 24" SW MH A38 RIM 951.19 INV 946.69 15" E INV 946.89 12" N INV 948.37 4" SE INV 946.49 18" W CB A39 RIM 951.26 INV 947.21 12" S CB A41 RIM 950.39 INV 947.56 4" W INV 946.41 12" E INV 946.41 12" S CBMH A40 RIM 950.39 INV 945.69 18" E INV 946.13 12" N INV 945.30 24" SW MH A47 RIM 947.47 INV 942.15 24" S INV 942.15 24" NE OCS P4 RIM 946.85 INV 940.30 24" W INV 943.10 24" E FES A48 RIM 944.38 INV 942.00 24" SW FES P4 RIM 943.83 INV 941.50 24" WFES P4A RIM 942.29 INV 939.96 24" E FES PATH N 1 RIM 939.55 INV 938.30 12" N FES PATH N 2 RIM 939.35 INV 938.10 12" S CB A41A RIM 950.40 INV 946.51 12" W CBMH A40A RIM 950.40 INV 945.75 18" E INV 947.56 4" E INV 945.75 18" W CB A42A RIM 951.38 INV 947.30 12" SE CBMH B2 RIM 953.34 INV 948.74 12" E INV 948.74 15" N CB B1 RIM 953.33 INV 949.08 12" W CBMH B3 RIM 952.45 INV 947.60 15" S INV 947.60 15" NE CBMH B5 RIM 950.46 INV 944.94 15" NW INV 944.94 18" E CBMH B4 RIM 951.00 INV 945.78 15" SW INV 945.78 15" SE 76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 133'-15" STRM @ 0.34%80'-24" STRM@ 1.90%71'-24" STRM@ 1.90%28'-24" STRM@ 0.50%70'-15" STRM @ 0.72% 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%163'-24" STRM@ 1.45 % 34'- 1 8 " S T R M @ - 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00% 50'-24" STRM @ 3.21% 95'-24" STR M @ 0.50%28' -12 " STRM@ 1 .02% 95'-24" S T R M @ 0.49 %129'-24" STRM @ 0.50 % 21'-12" STRM @ 0.77%30'-24" STRM@ 0.50%162'-24" STRM@ 0.50%28'-24" STRM@ 0.50%160'-15" STRM @ 1.61% 24'-12" STRM @ 1.56%37' -12 " STRM@ 1 .00%29'-12" STRM@ 1.09%28'-12" STRM@ 1.00%120'-24" S T R M @ 0.50% 123'-18" S T R M @ 0.60% 140'-15" STRM @ 0.60%77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%34'-24" STRM @ -1.00% 36'-12" STRM @ 0.55% 10'-12" STRM @ 1.00% 10'-18" STRM @ 0.60%2 8 ' - 1 2 " STRM@ 1 . 0 0%152'-15" STRM@ 1.20%95'-15" STRM@ 1.20%7 0 ' - 1 5 " S T R M @ 1 . 2 0 % SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:25pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNW, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.04 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.02 SEE SHEET C5.05FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY DRAINAGE BOUNDARY (TYP) EX. PHASE 3 DEVELOPMENT EX. PHASE 3 DEVELOPMENT PROP. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E 4291 4293 4295 4296 4300 4304 4305 4306 4307 4361 4367 4797 4802 48034804 4866 4945 5142 5180 5242 5245 5247 5421 5434 5611 5612 5721 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5837 5838 5841 5842 5854 5857 5858 5859 5860 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 18851886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1923 1924 1946 1947 1948 1949 1950 1951 1952 1953 1956 1957 1961 2021 2022 2023 2024 2025 2028 2170 2171 2182 2187 2192 23192320 23232325 2326 2327 2328 2329 2340 23452346 2350 2362 2388 2392 2394 2395 2414 2418 2421 2442 2480 2372 3809 4092 4440 44414442 4491 46404641 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5091 50925096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5290 5332 5339 5341 5342 5343 5344 5346 5351 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5375 5394 5395 5415 5417 5418 5419 5420 5422 5423 5424 5425 5426 5433 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5586 5613 5614 5615 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 564356445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5689 5690 5691 5696 5718 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 58005801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5895 5896 5897 5898 5899 5900 5901 5907 5908 5910 5911 5912 5913 5915 5916 59175918 5919 5922 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 5947 5948 5949 5950 5951 5952 5953 5956 59575958 5961 5962 5963 5964 59655966 5972 5978 5979 5980 5981 5982 5983 5984 5987 5993 5997 5998 5999 6000 6001 6002 6003 6004 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 7096 7098 7099 7100 2126 2127 21282129 2130 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2198 2202 2203 2204 2205 2219 2276 2277 22882289 2292 2294 2302 2303 2305 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2335 2336 2338 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 2413 2444 2445 2482 3503 35043505 3506 3507 3508 3509 3510 3511 3512 3513 3514 3515 3516 35173518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3547 3548 3549 3550 3551 3552 3553 35543555 3559 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780378137823783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 38073808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 4064 4065 4067 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4294 4301 4302 4303 4355 4356 4357 43584359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 43784379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 45114512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4589 4590 4591 4592 4593 45944597 4598 45994604 4611 4612 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4859 4862 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 2026 2027 2029 2030 2034 2035 2036 2037 2038 2039 2040 2041 20422043 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS XXXXXXXXXXXXXXXXXXWETLAND 4 WETLAND 11 ABANDON EX. DRAINTILE PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 SS SS SSSSSS SS SS SS SS SS SS SS SS SS >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > >>>>>>> > > >>>>>>>>FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l l l l l l lllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l llllll l l l l l l l>>llllllllll>>>>>>>>>>ll lllllllllllll>>l>>l>>>ll>ll>lll>>>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>l l l l l>llllllllllll>>>>>>>>ll>>llllllllllllllllSSSS>>>>>SS >>>>>>>>l llllSS SS PX 22 23 24 25 26 27 28 1 2 3 4 F4 125.00 0125.00 62.00L=18.2443.77124.80 57.00L=57.00121.96 57.00L=57.08L=29.55134.06 98.17L=18.82120.0033.02 55. 0 0 3 3 . 0 2 119.73L=40.54 1 2 0 . 0 038.4065.00 38.40 L =4 7 .3 3 120.0033.0255.0033.02L=40.51120.0042.2260.9538.40L=47.33156.6774.21 L =58.49 L=2 7 .22120.0055.36103.11L=13.412.98SSSCONTROL >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>S SCONTROL>> >> >>>>>>S S CONTROL >>>>>>>>>>>>>>>>SSCONTROL>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> CBMH D38 RIM 949.09 INV 943.96 18" S INV 944.76 12" W INV 941.80 24" N CBMH D39 RIM 949.09 INV 945.04 12" E CB D41 RIM 947.60 INV 944.10 12" E CBMH D40 RIM 947.59 INV 941.52 24" S INV 943.82 12" W INV 941.52 24" N CB D43 RIM 945.55 INV 942.20 12" S FES D50 RIM 944.83 INV 943.00 18" N MH D44 RIM 944.67 INV 940.89 24" SW INV 939.99 18" SE INV 939.99 30" N AD D49 RIM 943.84 INV 940.84 18" S INV 940.84 18" N AD D48 RIM 944.39 INV 940.70 18" S INV 940.70 18" N OCS P12 RIM 944.08 INV 937.00 27" S INV 940.00 27" N AD D47 RIM 943.55 INV 940.55 18" S INV 940.55 18" N AD D45 RIM 1886.69 INV 940.30 18" SE INV 940.30 18" NW AD D46 RIM 943.60 INV 940.32 18" S INV 940.32 18" NW FES D43 RIM 942.96 INV 940.00 30" S FES P12 RIM 942.47 INV 939.80 27" S FES P12A RIM 939.51 INV 936.85 27" N CB C1 RIM 958.16 INV 955.33 4" NE INV 953.87 15" S CBMH C2 RIM 958.16 INV 953.65 15" N INV 955.33 4" SE INV 953.65 15" W MH P5 EOF 2 RIM 952.40 INV 944.74 24" W INV 944.74 24" EFES P5 EOF 1 RIM 950.03 INV 947.70 24" E MH P5 RIM 949.68 INV 941.46 18" W INV 941.46 18" E OCS P5 RIM 946.70 INV 939.50 18" NW INV 942.00 18" E FES P5 EOF 3 RIM 943.03 INV 940.70 24" W FES P5 3 RIM 942.49 INV 940.70 18" WFES P5 3A RIM 940.95 INV 939.16 18" SE CBMH A23 RIM 959.55 CBMH A24 RIM 958.50 INV 954.17 15" SW INV 954.17 15" N CBMH A25 RIM 957.30 INV 952.97 15" S INV 952.97 15" N CBMH A26 RIM 956.28 INV 951.28 15" S INV 951.28 15" E CBMH A27 RIM 956.28 INV 950.79 15" W INV 946.69 15" E MH A28 RIM 946.64 INV 943.30 15" W INV 943.30 15" SE OCS P10 RIM 945.22 INV 939.50 18" NW INV 942.00 18" SE FES A29 RIM 944.52 INV 943.00 15" NW FES P10 RIM 943.19 INV 941.40 18" NW FES P10A RIM 941.02 INV 939.23 18" SE CB F1 RIM 954.49 INV 949.83 12" N CBMH F2 RIM 953.82 INV 949.49 12" S INV 949.49 15" NW CBMH F5 RIM 953.48 INV 949.19 15" SE INV 949.19 15" NE CBMH F6 RIM 952.65 INV 948.03 15" SW INV 948.03 15" NE CB F4 RIM 951.91 INV 947.91 12" N CBMH F7 RIM 951.78 INV 947.57 12" S INV 946.84 15" SW INV 946.59 18" NE CBMH F8 RIM 950.89 INV 945.41 18" SW INV 945.41 18" NE CB F10 RIM 949.60 INV 945.27 12" NW CBMH F9 RIM 949.51 INV 944.98 12" SE INV 944.18 18" SW INV 943.98 18" NE CB F12 RIM 948.22 INV 944.20 12" NW CBMH F11 RIM 948.22 INV 942.90 18" SW INV 943.92 12" SE INV 942.40 24" NW MH F13 RIM 946.36 INV 942.14 24" SE INV 942.14 24" SW OCS P6RIM 944.75INV 939.50 15" EINV 942.00 15" WFES F14 RIM 944.33 INV 942.00 24" NE FES P6ARIM 940.79INV 939.25 15" WFES P6RIM 940.04INV 938.50 15" ECB A35 RIM 952.78 INV 949.95 4" E INV 948.50 12" SW CBMH A36 RIM 952.77 INV 948.19 12" NE INV 949.94 4" S INV 947.99 15" W MH A37 RIM 952.21 INV 947.53 15" E INV 948.51 4" SE INV 947.53 15" W 134'-24" STRM@ 0.28 %109'-24" STRM@ 0.23%28'-12" STRM @ 1.00%119'-24" STRM@ 0.24%28'-12" STRM @ 1.01%40'-27" STRM@ 0.50%74' -30 " STRM@ -0 .01%31'-27" STRM@ -0.50%57'-18" STRM@ 3.79%8'-18" STRM @ 0.25% 4 7 ' - 1 8 " S T R M@ 0 . 6 6%57'-18" STRM@ 0.25%94'-18" STRM@ 0.25%57'-18" STRM@ 0.25%296'-24" STRM @ 1.37% 353'-18" STRM @ 0.22% 76'-24" STRM @ 3.90% 96'-18 " S T R M @ 0.5 6 % 90'-15" STRM @ 0.80%28'-15" STRM@ 0.79%34'- 1 8 " S T R M @ - 1 . 0 0 % 3 3 ' - 1 5 " S T R M @ 0 . 9 2% 156'-15" S T R M @ 2.17% 28'-15" ST R M @ 1.75%97'-15" STRM@ 1.75%37'- 1 8 " S T R M @ 1 . 6 3 % 27'- 1 8 " S T R M @ - 1 . 0 0 %29'-15" STRM@ 1.75%38'-15" STRM @ 1.75%68'-15" STRM@ 1.75%70'-24" S T R M @ 0.20% 13 2 ' - 2 4 " S T R M @ 0 . 2 0 % 28 ' - 1 2 " S T R M @ 1 . 0 0 %112'-18" STRM@ 0.96%128'-18" STRM@ 0.96%123'-18" STRM@ 0.96%34'-12" STRM@ 1.00%53'-15" STRM @ 6.60% 29 ' - 1 2 " S T R M @ 1 . 0 0 % 34'-12" STRM @ 1.00% 30'-15" STRM @ 1.00%121'-15" STRM@ 0.96 %123'-15" STRM@ 0.96% 25'-15" STRM @ -1.00% 77'-15" S T R M @ 0.60 %28'-12" STRM@ 1.11%SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 3:11pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDC501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193805500PUDXBRD, Drainage areas, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24SubmittalEric Lembke02/20/202442748C5.05 STORM SEWER PLANTNA CWM CWM XM KS KS N SEE SHEET C5.03SEE SHEET C5.04FLOODPLAIN BOUNDARY ELEV = 938.5 MAP KEY DRAINAGE BOUNDARY (TYP) EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT PROP. PHASE 4 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVEEXISTING WETLAND BOUNDARY (TYP) RESTORED WETLAND BOUNDARY (TYP) CITY WETLAND BUFFER/WETLAND BANK EASEMENT (TYP) 15' CITY WETLAND SETBACK (TYP) PX PX PX PX PX PX PX PX PX ME E E 11081 961.63 STREET SIGN11082961.85 STREET SIGN E11087961.01STREET SIGN 11097961.83STREET SIGN 11098 961.60 STREET SIGN 11 1 2 1 96 1 . 5 7 ST R E E T S I G N 11130 961.59 STREET SIGN E 11144961.38 STREET SIGN E 11166 962.45 STREET SIGN 11192 960.91 STREET SIGN CE 11197 959.22 STREET SIGN 11220 959.17 STREET SIGN E E M A I L C E1 1 2 9 8 95 6 . 0 0 S T R E E T S I G N 11315 951.50 STREET SIGN E11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11367 956.70 STREET SIGN FIBEROPTIC E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E32063 951.04NON-TRAFFIC SIGN GAS EE E E E EC E E EE E E E ECHCE E E E EC E E E E 32177 966.66 NON-TRAFFIC SIGN GAS E E E E SS E SS S CC CCCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>E 10170961.44NON-TRAFFIC SIGN E C E E CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>14.98PXPX PX WAL N U T L A N E XYLOID LANEWALNUT LA N E WALNUT LANEWALNUT LANEWALNUT LAN EXYLOID LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE PX PX PX PX PX PX SOD/SEED SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner EMM Emergent Marsh Mix seed 38,383 sf SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/11/2024 - 3:25pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL100.dwgXrefs:, 193805500PUDXBRD-LA, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSPV - PH 3, 193804970XSNO-PH 3, 193804970XSPV - PH 4, 193804970XSNO-PH 4, 193804970XSNF-PH 4, 193804970XSNWTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal L1.00 OVERALL LANDSCAPE PLAN ---- MINNESOTA. N 0 150 300 NOTE: 1. SEE SHEET L1.06 FOR PLANT SCHEDULE. TREES CODE BOTANICAL / COMMON NAMECONT FF Acer saccharinum ‘Bailsta’ / Fall Fiesta Silver Maple FM Acer x freemanii / Freeman Maple AS Acer x freemanii `Sienna` TM / Sienna Glen Maple SY Aplatanus occidentalis / American Sycamore RB Betula nigra / River Birch BF Betula platyphylla 'Fargo' TM / Dakota Pinnacle Asian White Birch CH Celtis occidentalis / Common Hackberry PG Ginkgo Biloba 'Princeton Sentry' / Princeton Sentry Ginkgo SM Gleditsia triacanthos inermis `Shademaster` / Shademaster Honey Locust NA Gleditsia triacanthos var inermis 'Harve' / Northern Acclaim Honeylocust KC Gymnocladus dioicus 'UMNSynergy' / True North Kentucky Coffeetree IR Ostrya virginiana / Ironwood BH Picea glauca 'Densata' / Black Hills White Spruce PC Picea pungens / Colorado Spruce PN Pinus nigra / Austrian Black Pine PP Pinus ponderosa / Ponderosa Pine SWO Quercus bicolor / Swamp White Oak BO Quercus macrocarpa / Burr Oak QR Quercus rubra / Red Oak HO Quercus x macdanielii 'Clemons' / Heritage Oak SL Tilia americana 'Sentry' / American Sentry Linden VF Ulmus americana 'Valley Forge' / Valley Forge Elm NH Ulmus x 'New Horizon' / New Horizon Elm SHRUBS CODE BOTANICAL / COMMON NAME CB Cornus baileyi / Bailey`s Red-twig Dogwood EA2 Euonymus alatus / Winged Euonymus MK Syringa patula `Miss Kim` / Miss Kim Lilac PERENNIALS CODE BOTANICAL / COMMON NAME EA Echinacea x `After Midnight` / After Midnight Coneflower CG Calamagrostis x acutiflora `Karl Foerster` / Karl Foerster`s Feather Grass SH Sporobolus heterolepis / Prairie Dropseed FD Cornus sericea `Bailadeline` / Fire Dance Dogwood AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea BD Hemerocallis x `Baja` / Baja Daylily SHALLOW MARSH - ZONE 1: 2.4 ACRES HARDWOOD SWAMP - ZONE 3: 1.8 ACRES WET MEADOW - ZONE 2C: 0.1 ACRES UPLAND FOREST - ZONE 4: 2.4 ACRES PRARIE - ZONE 5: 3.4 ACRES WET MEADOW - ZONE 2A: 1.1 ACRES WET MEADOW - ZONE 2B: 2.6 ACRES WET PRARIE - ZONE 6: 0.1 ACRES WETLAND BANK DL Diervilla lonicera / Dwarf Bush Honeysuckle LD Physocarpus opulifolius `Donna May` / Ninebark Little Devil TS Spiraea bumalda `Tor` / Tor Spirea SS Spiraea x bumalda `Denistar` / Superstar Spirea M E E E E E E C E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>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 F3F3 NH 1NA 1 FF 1VF 1 NA 1 HO 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 MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal L1.01 LANDSCAPE PLANTNA JCB JCB ESL ESLMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28' ROAD (TYP.)50' ROW (TYP.)SEE SHEET L1.02 MAP KEY PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P 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 EA104SH68CG100SH287 8 T H P L A C 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: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal 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 SEE DETAIL LEFT RELOCATE 'SWO' TREES 5' BEHIND BACK OF SIDEWALK L1.02 LANDSCAPE PLANTNA JCB JCB ESL ESLMINNESOTA. PX WETLAND 3 9 10 11 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WALNUT 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 PX PX PX PX PX F2 F3 F2 F3 BO 2 BO 1 SL 2 BO 1 IR 1 IR 1 SM 1 CH 2 VF 1 HO 1 IR 1 KC 3 CH 2 FF 1RB 4 VF 1 BF 1 BF 1 SM 1 BF 1 HO 2 SL 1 FF 1 PG 1 SM 1 RB 1 SY 2 FF 1 SM 1 VF 1 NA 1 FF 1 VF 1 SM 1 SY 1 BO 1 VF 1 NH 1NA 1 FF 1VF 1 NA 1 PG 1 SM 1 VF 1 SWO 1 HO 1 KC 1 CH 1 VF 1 HO 2 SL 1 IR 1 SY 4 RB 5 CH 1 HO 1 NA 1 SWO 1 IR 1 VF 1 IR 1 RB 1 BF 1 NH 3 IR 2 HO 1 PG 1 SWO 3 VF 1 NH 1 IR 1 RB 1 KC 3 VF 1 SM 1 NH 1 PG 1 SY 2 NA 1 VF 3 FF 1 SL 3 PG 1 RB 1 IR 2 HO 1 BF 1 SY 3 HO 1 FF 1 CH 3 NA 1 RB 1 SL 1 BF 1 SM 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal 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 SEE DETAIL A/L106 L1.03 LANDSCAPE PLANTNA JCB JCB ESL ESLMINNESOTA. PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WAL N U T L A N E XYLOID LANEWALNUT LA N E XYLOID LANE79TH P L A C E 79TH PL A C E THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 PXPX PX F1 8.0'20.0'8.0'20.0'SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.) 2 8 ' ROAD (TYP . ) 5 0 ' ROW ( T Y P . ) WETLAND PROTECTION SIGN (TYP.) 5' WIDE SIDEWALK 28' ROAD (TYP.) 50' ROW (TYP.) 8' WIDE TRAIL 8' WIDE TRAIL STREET LIGHT (TYP.) 5' WIDE SIDEWALK28' ROAD (TYP.)50' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.)SEE SHEET L1.05SEE SHEET L1.02 MAP KEY L1.04 LANDSCAPE PLANTNA JCB JCB ESL ESLMINNESOTA. PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C 4 7 12 PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVTWALNUT 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 FUTURE 80TH AVE PX SL 1 KC 1 BO 1 BO 1 HO 2 BO 1 FF 1 SM 1 HO 1 SY 3 KC 2 SL 1 VF 3 BO 1 RB 1 SM 1 SWO 4 BF 1 KC 1 VF 1 FF 1 PG 3 SM 1 IR 1 SY 1 SM 1PG 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 MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal N 0 50 100 5' WIDE SIDEWALK 28 ' R O A D ( T Y P . )50' ROW (TYP.)STREET LIGHT (TYP.) 5' WIDE SIDEWALK 10' WIDE TRAIL 12' WIDE TRAIL8' WIDE TRAIL 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 L1.05 LANDSCAPE PLANTNA JCB JCB ESL ESLMINNESOTA. SOD/SEED Upland Prairie Mix - MnDOT 35-241 Big Bluestem | Andropogon gerardii Indian Grass | Sorghastrum nutans Side-oats Grama | Bouteloua curtipendula Little Bluestem | Schizachyrium scoparium Nodding Wild Rye | Elymus canadensis Slender Wheatgrass | Elymus trachycaulus Kalm's Brome | Bromus kalmii Prairie Dropseed | Sporobolus heterolepis Switchgrass | Panicum virgatum Black-eyed Susan | Rudbeckia hirta Purple Prairie Clover | Dalea purpurea Early Sunflower | Heliopsis helianthoides Blue Giant Hyssop | Agastache foeniculum Lead Plant | Amorpha canescens Canada Milk Vetch | Astragalus canadensis White Prairie Clover | Dalea candida Canada Tick Trefoil | Desmodium canadense Stiff Sunflower | Helianthus pauciflorus Wild Bergamot | Monarda fistulosa Stiff Goldenrod | Oligoneuron rigidum Smooth Aster | Symphyotrichum laeve Hoary Vervain | Verbena stricta Golden Alexanders | Zizia aurea Common Milkweed | Asclepias syriaca Butterfly Milkweed | Asclepias tuberosa Blue Vervain | Verbena hastata Rough Blazing Star | Liatris aspera Great Blazing Star | Liatris pycnostachya Heath Aster | Symphyotrichum ericoides Oats | Avena sativa PLANT SCHEDULE Emergent Marsh Mix - MnDOT 34-181 American Slough Grass | Beckmannia syzigachne Rice Cut Grass | Leersia oryzoides Tall Manna Grass | Glyceria grandis River Bulrush | Bolboschoenus fluviatilis Soft Stem Bulrush | Schoenoplectus tabernaemontani Hree-Square Bulrush | Schoenoplectus pungens Bristly Sedge | Carex comosa Least Spikerush | Eleocharis acicularis Marsh Spikerush | Eleocharis palustris Lake Sedge | Carex lacustris Woolgrass | Scirpus cyperinus Tussock Sedge | Carex stricta Torrey's Rush | Juncus torreyi Giant Bur Reed | Sparganium eurycarpum Common Water Plantain | Alisma triviale Broad-Leaved Arrowhead | Sagittaria latifolia Sweet Flag | Acorus americanus Marsh Milkweed | Asclepias incarnata Temporary Mix - MnDOT 22-111 Slender Wheatgrass / Elymus trachycaulus Perennial Ryegrass / Lolium perenne Alfalfa / Medicago sativa Red Clover / Trifolium pratense Sodding Type Lawn DL 13 DL 13 DL 7 SS 19LD 26 TS 9 SS 19 DL 7 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal SHALLOW MARSH - ZONE 1 MnDOT 34-181 2.4 ACRES HARDWOOD SWAMP - ZONE 3 MnDOT 34-261 1.8 ACRES WET MEADOW - ZONE 2C MnDOT 34-271 0.1 ACRES UPLAND FOREST - ZONE 4 MnDOT 34-211 2.4 ACRES PRAIRIE - ZONE 5 MnDOT 35-541 3.4 ACRES WET MEADOW - ZONE 2A MnDOT Pilot Mix 1.1 ACRES WET MEADOW - ZONE 2B MnDOT 34-271 2.6 ACRES WET PRAIRIE - ZONE 6 MnDOT 34-262 0.1 ACRES WETLAND BANK A PARKING LOT ENLARGEMENT SCALE 1"=10' L1.06 PLANTING SCHEDULETNA JCB JCB ESL ESLMINNESOTA. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:27pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNF-PH 4, 193804970XSNW, 193806728-XSNO-WTHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal 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. L1.07 PLANTING DETAILSTNA JCB JCB ESL ESLMINNESOTA. M C BF 4" 4" 4"M PX PX PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 3 WETLAND 4 WETLAND 11 ME E E E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E SS E SS S CC CCCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND >>>>>>>>>>>>>>>>MAILE E E CLVT CLVT E E C E E CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SS FM F M FMFMFMllllllll>>>>>>> > > CLVT CLVT CLVT XXXXXXXXXXXXXXXXXXXCLVT CLVTCLVT >>>>>>>>>>>>>>>>XYLOID LANEWALNUT LA N E WALNUT LANEX Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 7 9 T H A V E 7 8 T H P L A C E FUTURE 79TH PL80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE PXPX PX F1 F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 F4 3 2 1 PX PX PX PX PX PX Area to Receive Irrigation SYMBOL MANUFACTURER/MODEL/DESCRIPTION Shut Off Valve 4 Febco 825Y 4" 1 Reduced Pressure Backflow Preventer Baseline BL-3200P 1 Two-wire controller in 16-gauge stainless-steel pedestal enclosure, expandable up to 200 stations. Booster Pump 1 Irrigation Mainline: PVC Schedule 40 1,668 l.f. Pipe Sleeve: PVC Class 200 578.4 l.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. IRRIGATION SCHEDULE C BF With rain switch. 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. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:28pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDL200.dwgXrefs:, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNI, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSPV - PH 4, 193804970XSNO-PH 4, 193805500PUDXBRD-LATHE 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, MN1938067252335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4JACOB C. BURGSTAHLER02/20/20245447602/20/24PUD Submittal M E E E E E E E CC CC CCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E E E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 PX PX 7 8 T H P L 7 8 5 6 9 10 11 12 13 14 15 16 20191817 9 8 1 21 10 11 13 14 15 16 9 10 11 8 12 F3 11 12 13 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal E1.01 PHOTOMETRIC PLANTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/23/2024 53078N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY SEE SHEET E1.03EX. PHASE 1 DEVELOPMENT EX. PHASE 2 EX. PHASE 1 DEVELOPMENT X Y L O I D A V E 78TH PLEX. PHASE 2 C O U N T Y R O A D 1 0 AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER PX PX PX C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 PX PX PX 79TH AVE WALNUT LN XY L O I D A V E 7 8 T H P L PX PX PX PX 1 2 3 4 7 8 5 6 9 10 11 12 3 2 1 6 5 4 9 8 7 4 1 2 3 65 5 2 10 1 6 5 4 3 2 10 2 987 6 5 4 11 3 1 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 6 7 8 9 10 11 12 13 14 15 16 6 1 2 1 2 3 4 5 6 7 8 9 10 11 8 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.04 SEE SHEET E1.03SEE SHEET E1.01 MAP KEY X Y L O I D A V E 7 8 T H P L WALNUT LA N E X Y L O I D A V E 79TH AVE79TH PL79TH PL C O U N T Y R O A D 1 0 EX. PHASE 1 DEVELOPMENT EX. PHASE 2 EX. PHASE 2 EX. PHASE 2 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT SEE SHEET C2.04 SEE SHEET C2.03SEE SHEET C2.01 E1.02 PHOTOMETRIC PLANTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/24/2024 53078 PX WETLAND 3 FM FM FM F M F M F MXXXXXXXXXXXXXXXXXX X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 PX PX WALNUT LN7 8 T H P L PX 11 12 6 5 4 9 8 7 65 1098 11 1 2 3 4 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 13 14 1 2 3 4 5 6 7 8 9 10 11 8 12 7 PX PX PX PX PX F2 F3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5 3 2 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.02SEE SHEET E1.01 SEE SHEET E1.05 SEE SHEET E1.05MAP KEY SEE SHEET C2.05EX. PHASE 2 X Y L O I D A V E 7 8 T H P L WALNUT LANE79TH AVE 7 9 T H A V E 79TH AVEEX. PHASE 2 EX. PHASE 2 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT PROP. PHASE 4 EX PH A S E 1 D E V EL O P M E N T EX PHASE 1 DEVELOPMENT PROP. PHASE 3 PROP. PHASE 4 STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) E1.03 PHOTOMETRIC PLANTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/23/2024 53078 PX PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 PX 1 2 3 4 5 6 7 8 9 10 11 12 1 2 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 164 1 2 3 4 5 2PX PX PX F1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal N 0 50 100 STREET LIGHT (TYP.) SEE SHEET C4.02 SEE SHEET E1.05SEE SHEET E1.03 MAP KEY EX. PHASE 3 EX. PHASE 3 EX. PHASE 2 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 2 EX PHASE 1 DEVELOPMENT WALNUT L N 79TH PLXYLOID AVEX Y L O I D A V E E1.04 PHOTOMETRIC PLANTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/23/2024 53078 PX PX WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C PROPANE TANK SS CLVT XXXXXXXXXXXXXXXXXXCLVT VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 PX 80TH AVEPX 80TH AVE PX PX PX 5 6 7 4 6 7 8 1 9 2 10 3 11 4 12 5 6 7 8 1 9 8 7 6 5 4 3 2 12 1 2 3 16 17 18 19 12 13 14 15 16 2 PX 22 23 24 25 26 27 28 1 2 3 4 F4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal N 0 50 100 STREET LIGHT (TYP.) STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY EX PHASE 1 DEVELOPMENT EX. PHASE 2 DEVELOPMENT EX. PHASE 4 EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX PHASE 1 DEVELOPMENT EX. PHASE 2WA L N U T L N 80TH AVEPROP. PHASE 3 79TH AVEE1.05 PHOTOMETRIC PLANTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/23/2024 53078 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 04/09/2024 - 4:29pmDrawing name: U:\193806725\CAD\Dwg\Plan Sheets - Final PUD Plans\193805500PUDE101.dwgXrefs:, 193805500PUDXBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTable, 193804970XSNO-PH 3, 193804970XSPV - PH 3, PHOTOMETRICS PLAN, 193804970XSNO-PH 4, 193804970XSPV - PH 4, 193804970XSNWTHE 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, MN193806725733 Marquette AveMinneapolis, MN 55402www.stantec.comFINAL PLANNED UNIT DEVELOPMENT, PHASE 4PUD 02/20/24Submittal E1.06 PHOTOMETRIC DETAILSTNA CWM CWM XM KS KSMINNESOTAMICHAEL T. FITZPATRICK2/23/2024 53078 RUSH CREEK RESERVE FOURTH ADDITION C.R. DOC. NO. _______________________ KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property: OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this ____________ day of ______________________, 20______. Signed: M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC By: John Rask, Area President STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on this day of , 20 by John Rask, Area President of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the company. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I, Daniel J. Roeber, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . ____________________________________________________________ Daniel J. Roeber, Licensed Land Surveyor Minnesota License Number 43133 STATE OF MINNESOTA COUNTY OF ____________ This instrument was acknowledged before me on this day of , 20 by Daniel J. Roeber. _____________________________(Notary Signature) _____________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE FOURTH ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor By__________________________________________________________ Clerk LAND INFORMATION AND TAX SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ____________________________, 20____________. Daniel Rogan, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _________ day of ____________________________, 20____________. Chris F. Mavis, County Surveyor by _________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE FOURTH ADDITION was recorded in this office his _________ day of ____________________________, 20____________., at _______o'clock ___M. Amber Bougie, County Recorder by ___________________________________ Deputy SHEET 1 OF 3 SHEETS Agenda Attachment Item: 7f9. 1130.85S35°53'42"W48.36S61°57'20"E 25617.67 N89°26'36"W FND 1/2 INCH IP OPENCB=N34°30'24"EΔ=18°23'00"R=525.00168.4548.95S61°57'20"ECB=S55°59'52"E Δ=11°54'57" R=325.0067.59 N48°32'46"E123.64S 4 1 ° 2 7'1 4 "E 2 9 5.0 0 S 4 2°4 1'0 1"E 5 2.7 3 S57°51'32"E 51.04 S77°12'08"E53.12 S89°21'56"E 54.94 N 8 1 °2 8 '2 6 "E 5 8 .6 8 N 6 7 °2 3 '2 6 "E 5 2 .3 8 N54°04'48"E52.41N40°54'44"E51.26N27°58'49"E50.56N13°54'25"E55.99N03°54'12"W56.20N20°57'13"W174.86 N 47°57'11" W 7 5.8 8 N 4 3 ° 1 6'4 3" W118.43Δ=12°55'28"CB=N37°14'10"E2 3 2.0 0 N 4 1 ° 2 7'1 4 " W 140.54 N51°53'03"W 60 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 2 1 1784.37S00°05'35"W25107.35 R=300.00 Δ=20°30'07" 2 8 0.6 3 S 4 1 ° 2 7'1 4" E 251.98R=300.00Δ=48°07'26" 42.29 S89°34'40"E 489.37R=371.04Δ=75°34'00"252525252525252525 25 25 25259.06R=323.34Δ=45°54'22"25.01Δ=2°43'46" CB=N26°43'46"E 2 5 . 0 1 Δ =2 ° 4 3 ' 4 6 " C B =N 2 9 ° 2 4 ' 3 3 " E 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 124.99S42°36'21"W130.43S34°06'24"W152.49S21°17'54"WS09°34'09"W130.54124.93S00°33'24"W125.86S00°33'24"W135.51S10°47'40"E154.97S18°22'53"E186.43S25°58'06"E2 3 3 . 3 4 S 3 3 ° 3 3 ' 1 8 " E S 4 1 ° 0 8'3 1" E 2 1 2.1 2 136.70 S48°43'44"E 48.95 37.68 Δ=07° 51'03" 60.72 Δ = 12°39'04" 1 9.2 3 OUTLOT A 6 5.0 0 5 7.0 0 5 5.0 0 5 5.0 0 2 9.4 0 88.89 51.65 6 5.0 0 5 7.0 0 5 5.0 0 5 5.0 0 3 3.5 6 Δ = 0 5°5 5'0 0" 55.72 Δ=09°49'20" 74.73 89.44 1 0 .6 9 55.16Δ=09°43'28" 76.55Δ=13°29'42"51.99 Δ=09°09'56"10.4431.85 99.05 82.67 57.00 79.12 74.03 81.12 92.68 52.00 10 10 10 10 10 10 10 10 25.17Δ=03°38'31"5 2 .9 5 Δ =0 7 °3 9 '3 8 " 5 2 .2 8 Δ =0 7 °3 3 '4 9 " 5 2 .2 7 Δ =0 7 °3 3 '4 5 " 5 2.2 7 Δ =0 7 °33 '4 2"52.27Δ=07°33'42"52.27Δ=07°33'42"182.85Δ=26°27'12"66.90106.45352.82Δ = 0 8°3 5'10" 48.70 6.48120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.02N41°37'07"E120.06N22°39'50"E120.10N02°55'53"E120.00N00°30'11"E120.00N15°49'58"W1 2 0 . 0 0N2 9 ° 1 2 ' 5 5 "W1 2 0.0 0 N 4 2 ° 3 6'2 9" W 120.00 N55°42'14"W 120.00N68°26'26"W 120.00 N84°41'47"W 6 5.0 0 5 5.0 0 6 5.0 0 5 5.0 0 3 4.1 5 6 5.0 0 5 5.0 0 6 5.0 0 5 5.0 0 5 5.0 0 Δ = 0 6°5 3'59" 3 3.12 Δ=18°57'26" 90.99 Δ=19°44'17"94.74 12.14Δ=02°31'44"42.29 5.61Δ=00°55'42" Δ =1 5 °2 4 '2 6 " 9 3 .0 5 Δ =1 3 °2 0 '0 0 " 8 0 .5 3 Δ=13°20'30"80.58Δ=13°02'49"78.80Δ=12°48'20"77.34Δ=06°42'14"40.49Δ=09°33'07"49.7494.35Δ=18°07'14"1 2 0 .1 4 S 7 7 °1 2 '4 0 "W East line of OUTLOT F,RUSH CREEK RESERVESECOND ADDITION 10 10 10 10 1515151560 Drainage&UtilityEasementDrainage&UtilityEasementDrainage&UtilityEasementDrainage &Utility Easement 2 1 15 15 1515N 8 5 °3 1 '1 0 "E 8 0 .6 0 N 86 °05 '23 "E 5 7.17 N88°57'23"E 73.41 N 8 5 °0 6 '5 4"E 6 8 .0 6 N89°27'27"E 74.95 N 6 9 °0 9 '3 8 "E 7 3 .1 4 N41°00'34"E73.546 9.9 4 7 6 . 2 8 40.7637.0429.1526.532 2 .0 815.1 9 Drainage & Utility Easement over all of Outlot A Drainage & Utility EasementDrainage & Utility Easement 7 9 T H A V E N U E 79THAVENUEΔ=17°04'36"103.8225 25 6 . 6 2 S 89°31' 1 9"ERUSH CREEK RESERVE FOURTH ADDITION C.R. DOC. NO. _______________________ SHEET 2 OF 3 SHEETS BEARING ORIENTATION BASED ON THE EAST LINE OF OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION WHICH HAS AN ASSUMED BEARING OF SOUTH 00 DEGREES 05 MINUTES 35 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON PIPE MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES 1/2 INCH IRON PIPE MONUMENT, GRAPHIC SCALE IN FEET 0 50 100105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NOT TO SCALE)FOUND RLS 43133 10 11 6 OUTLOT F 1 2 3 4 5 6 7 1 2 6 WALNUTLANESCALE IN FEET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATURE: DATE LIC. NO. PROJ. NO. DRAWN SURVEY Minneapolis Office 733 Marquette Ave Suite 1000 Minneapolis, MN 55402 Phone: 612-712-2000 Website:www.stantec.com CORCORAN, MINNESOTA Easement Vacation DANIEL J. ROEBER FEBRUARY 8, 2024 43133 193806725V601.dwg DJR 193806725 EASEMENT VACATION DESCRIPTION All the drainage and utility easements originally dedicated on the recorded plat of RUSH CREEK RESERVE SECOND ADDITION, Hennepin County, Minnesota, and now to be vacated, which lie within all of Outlot F, said plat. 2000 100 Easement Vacation Area Agenda Attachment Item: 7f10. 1 FIRST AMENDMENT TO TRAIL EASEMENT This First Amendment to Trail Easement (this “Amendment”), is made this ______ day of _________________, 2024, by and between M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company (“Grantor”) and the City of Corcoran, a Minnesota municipal corporation, (“Grantee”) Grantor and Grantee are sometimes collectively referred to herein as the “parties” or each a “party”. RECITALS WHEREAS, Grantor is the fee owner of certain real property in Hennepin County, Minnesota, legally described on the attached Exhibit A (“Grantor’s Property”); and WHEREAS, on June 15, 2022, Grantor granted to Grantee a trail easement over Grantor’s Property in favor of Grantee and the same was recorded with the Hennepin County Recorder’s Office on June 22, 2022 as document number 11121114 (the “Original Trail Easement”); and WHEREAS, Grantor and Grantee now mutually desire to amend the legal description of the Original Trail Easement but retain all other terms of the Original Trail Easement. NOW THEREFORE, in consideration of the mutual covenants provided for herein as well as other good and valuable consideration, the sufficiency and receipt of which is hereby acknowledged by both parties hereto, Grantor and Grantee, hereby agree as follows: 1.) Amendment to Exhibit A of the Original Trail Easement. Grantor and Grantee hereby mutually agree to amend Exhibit A to the above described Original Trail Easement by deleting the existing Exhibit A and replacing it with Exhibit A-2 (the “Trail Easement”), attached hereto and made a part hereof. Grantor grants and conveys to the Grantee the Trail Easement legally described and depicted on the attached Exhibits A-2, subject to all of the existing terms of the Original Trail Easement. All references to the “Trail Easement” within the Original Trail Easement shall hereafter refer to the Trail Easement described in Exhibit A-2. All other terms of the Original Trail Easement are unmodified by this Amendment, and remain in full force and effect. Agenda Attachment Item: 7f11. 2 2.) Binding Effect. The terms and conditions of this Amendment shall run with the land (Grantor’s Property) and be binding on the Grantor and Grantee, and their respective successors and assigns. [SIGNATURES ON FOLLOWING PAGE] 3 IN TESTIMONY WHEREOF, the parties hereto have signed this document as of the dates set forth below. GRANTOR: M/I Homes of Minneapolis/St. Paul, LLC By: Its:_________________ __________________ STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________ 2024, by _____________________________, the ___________________________, of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the company. ___________________________________ NOTARY PUBLIC 4 GRANTEE: CITY OF CORCORAN BY: _________________________________ Tom McKee, Mayor AND ________________________________ Jay Tobin, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ______________, 2024, by Tom McKee and Jay Tobin, respectively the Mayor and City Administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the municipal corporation. ____________________________________ NOTARY PUBLIC THIS INSTRUMENT WAS DRAFTED BY: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 5 EXHIBIT A (“Grantor’s Property”) Outlot B, Rush Creek Reserve 2nd Addition, according to the plat thereof, Hennepin County, Minnesota 6 EXHIBIT A-2 (“Trail Easement”) 1 TRAIL EASEMENT This public Trail Easement (this “Trail Easement”) is made this ______ day of ________, 202__, by M/I Homes of Minneapolis/St. Paul, LLC, A DELAWARE CORPORATION, (“Grantor”) in favor of the City of Corcoran, a Minnesota municipal corporation, (“Grantee”). RECITALS WHEREAS, Grantor is the fee owner of certain real property in Hennepin County, Minnesota, legally described on the attached Exhibit A (“Grantor’s Property”); and WHEREAS, Grantor desires to grant an easement for public trail purposes, as described and depicted in Exhibit B (the “Trail Easement”), to Grantee. NOW THEREFORE, Grantor, for one dollar and other good and valuable consideration, the sufficiency and receipt of which is hereby acknowledged, hereby grants to said Grantee, its successors and assigns, the following: 1.) Grant of Trail Easement. Grantor grants and conveys to the Grantee the Trail Easement legally described and depicted on the attached Exhibits B. The Trail Easement shall be perpetual, shall run with the land, shall be binding upon Grantor and its successors and assigns and shall be for the benefit of Grantee and its successors and assigns. The Trail Easement shall be non- exclusive; provided, however, the Trail Easement shall be prior to and superior to any other easement hereafter granted. Any future easement shall be subject to and subordinate to, and shall not interfere with, the Trail Easement without the consent, in writing, of Grantee. The Trail Easement granted herein includes the right of the Grantee, its contractors, agents, employees, and assigns to locate, install, construct, reconstruct, operate, maintain, inspect, alter and repair within the described Trail Easement any of the following facilities and amenities: public sidewalk or trail, trail signage, informational kiosks, benches, bike racks, fences, trail bridges/tunnels, and any other trail-related structure. This easement is for public trail purposes. The trail may be open to the general public and be used for outdoor recreation and commuting including but not limited to walking, jogging, Agenda Attachment Item: 7f12. 2 skating, biking, and uses allowed under State and Federal law including, but not limited to, other personal driven mobility devices (OPDMD’s) and electric personal assistive devices. In addition, motor vehicles used for maintenance, law enforcement or other public uses will be permitted within the easement area. 2.) Property Rights and Execution Authority. Grantor warrants that 1) it owns good and marketable title to the easement areas described within this instrument, 2) has the unqualified right, title, and capacity to convey the Trail Easement to the Grantee, and 3) the undersigned is authorized to execute this Trail Easement on behalf of Grantor. 3.) Binding Effect. The terms and conditions of this instrument shall run with the land (Grantor’s Property) and be binding on the Grantor, its successors and assigns. [SIGNATURES ON FOLLOWING PAGE] 3 IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this ____ day of _______________, 20__. GRANTOR: M/I Homes of Minneapolis/St. Paul LLC By: Its:_________________ __________________ STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________ 20__, by _____________________________, the ___________________________, of M/I Homes of Minneapolis/St. Paul LLC, A Delaware Limited Liability Corporation, on behalf of the Corporation. ___________________________________ NOTARY PUBLIC THIS INSTRUMENT WAS DRAFTED BY: City of Corcoran 8200 County Road 116 Corcoran, MN 55430 4 EXHIBIT A (“Grantor’s Property”) Outlot E, Rush Creek Reserve 2nd Addition 5 EXHIBIT B (“Trail Easement”) Agenda Attachment Item: 7f12. STAFF REPORT Agenda Item: 7g. Council Meeting May 21, 2024 Prepared By Jay Tobin Topic Resolution 2024-47 Memorializing Approved City of Corcoran Organizational Restructure and Impact Action Required Approval Summary At the April 25, 2024, Council meeting, Corcoran City Council discussed and approved an organizational restructuring of Corcoran City Staff strategically, operationally, and tactically impacting departments and individuals. The transformation is intended to be nested in the various steps of the city’s approved and ongoing compensation and classification study. In an effort to transparently and proactively communicate these organizational restructuring details and impacts, staff has memorialized these changes in a resolution. Since the April 25, 2024, Council meeting, the recent hired Finance Manager quickly resigned and accepted a position with another agency leaving the city without a Finance Manager at a time when finance operations are intense with audit and budget development so now is not a good window to recruit Finance Managers. We also recognize that our city Accountant has been critical in collaborating with Abdo in ensuring success of both daily finance operations and in accomplishing key objectives with 2022 audit, correcting 2022 audit material findings, and 2023 audit prep. Appointing Jodie Peterson, city Accountant, as Interim Finance Manager for approximately 6 months helps best bridge the transition, provides excellent opportunities for professional development, and allows the city to continue to collaboration with Abdo’s expertise until the Finance Services Division can be fully staffed. It is recommended that Ms. Peterson continue to be paid at her existing step and grade with an 8% increase on that base pay for the duration of her time filling the significant accretion of duties. Staff request council approve the resolution as written. Financial/Budget Organizational changes are planned to have a net zero budgetary impact, recognizing that any residual will be mitigated and managed through hiring timing and/or long-term planning funds. Options NA Recommendation Approve Resolution 2024-47 Memorializing Approved City of Corcoran Organizational Restructure and Impact Page 2 Council Action Approve Resolution 2024-47 Memorializing Approved City of Corcoran Organizational Restructure and Impact Attachments 1. Resolution 2024-47 Amending the Organizational Structure of the City of Corcoran 2. Approved City Organization Chart Changes – By Department 3. Approved Engineering Development Job Description 4. Approved Assistant City Administrator Job Description 5. Approved Human Resources Generalist Job Description City of Corcoran County of Hennepin State of Minnesota May 21, 2024 RESOLUTION NO. 2024-47 Page 1 of 3 Motion By: Seconded By: A RESOLUTION MEMORIALIZING APPROVED CITY OF CORCORAN ORGANIZATIONAL RESTRUCTURE AND IMPACT WHEREAS, the City of Corcoran has experienced growth over the past ten years and the existing organizational structure no longer supports the needs of the City of Corcoran; and WHEREAS, the organizational structure must be reviewed and adjusted when necessary, as the City grows in order to meet the needs of the community; and WHEREAS, the City desires to create and amend job descriptions within the organizational structure that provides for both current needs and future growth of the City of Corcoran as outlined in this resolution; NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Corcoran the following actions are effective April 25, 2024, unless otherwise noted: 1.Immediate creation of the Community Development Department. 2.Immediate creation of the Community Development Director position with appointment of Natalie Davis as Interim Department Director, to be paid at current step and grade with 8% increase for significant accretion of duties from 4/25/24 until new job description is written, evaluated, and approved as part of compensation and classification study, with recruitment and hiring anticipated in 3QTR FY24. 3.Construction Services moves from Public Works Department to Community Development Department effective immediately, with Construction Services Supervisor now reporting to the Community Development Director. 4.Recreation Services moves from Administration Department to Community Development Department effective immediately, and now reports to the Community Development Director. 5.Recreation Supervisor is assigned oversight of the Park Planning Contract with duty changes falling under “other duties as assigned”, and title will be renamed as “Community Engagement Supervisor” (or something appropriate) as the new job description is written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 6.Construction Services; Permit Technician; Planner; Planning Technician; and Seasonals will have new job descriptions written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 7.Public Works Director duties as “Engineer” are acknowledged as part of professional scope of responsibilities which will continue to fall under “other duties as assigned” until a new job description written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. Agenda Attachment Item: 7g1. City of Corcoran County of Hennepin State of Minnesota May 21, 2024 RESOLUTION NO. 2024-47 Page 2 of 3 8.Engineering Development Superintendent job description has been approved by Council to hire and recruit as soon as possible, and a new job description will be written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 2QTR FY24. 9.Utility Superintendent job description will be written, evaluated, and approved as a top priority of the compensation and classification study for immediate recruitment and hiring. 10.Utility Maintenance Worker job description will be written, evaluated, and approved as a top priority of the compensation and classification study with need for immediate recruitment and hiring. 11.Public Works Administrative Assistant assumes responsibility for utility billing from Accounting Clerk immediately with duty changes falling under “other duties as assigned” until the new job description is written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 12.Operations Superintendent; Operations Manager; Crew Leader; Maintenance Workers; and Seasonals will have new job descriptions written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 13.Vacant Maintenance Worker recruitment and hire is delayed until the beginning of 3QTR FY24 with desire to have new job description written, evaluated, and approved as part of the compensation and classification study for that process, and an acknowledgement that timing will depend on the operational needs and the speed of the study process. 14.Finance Services moves immediately from Administration and reporting to the Administrative Services Director to the City Administrator. 15.Finance Manager with appointment of Jodie Peterson as Interim Finance Manager to be paid at current step and grade with 8% increase for significant accretion of duties beginning 5/27/24 and anticipated for approximately 6 months until new job description is written, evaluated, and approved as part of the compensation and classification study with necessary changes to recruit and hire in 4QTR FY24. 16.Accountant will have new job descriptions written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 17.Accounting Clerk position is eliminated to create the Human Resources Generalist position who reports to the Assistant City Administrator, and whose job description has been approved by Council for immediate recruitment and hiring. The Human Resources Generalist will have a new job description written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 18.Administrative Services Director position is eliminated to create Assistant City Administrator position who reports to the City Administrator, and whose job description has been approved by Council for immediate recruitment and hiring. The Assistant City Administrator will have a new job description written, evaluated, and City of Corcoran County of Hennepin State of Minnesota May 21, 2024 RESOLUTION NO. 2024-47 Page 3 of 3 approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 19.Communications Assistant is currently a part-time position that will move from reporting to the City Clerk to Assistant City Administrator when the Assistant City Administrator starts. The Communications Assistant will have a new job description as a full-time role written, evaluated, and approved as part of the compensation and classification study with anticipated recruitment and hiring in 4QTR FY24. 20.City Clerk will have a new job description written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 21.Administrative Assistant will begin adding clerk duties as is helpful with duty changes falling under “other duties as assigned” and will have a new job description as "Deputy Clerk" written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 22.Information Technology Manager will be a new full-time role reporting to the Assistant City Administrator and will have a new job description written, evaluated, and approved as part of the compensation and classification study with anticipated recruitment and hiring in 3QTR FY24. 23.Director of Public Safety; Deputy Director of Public Safety; Detective; Sergeant(s); Police Officers (Full-time, Part-time, and Reserve); Public Safety Administrative Manager; and Administrative Assistant will have new job descriptions written, evaluated, and approved as part of the compensation and classification study with anticipated changes by the end of 3QTR FY24. 24.Community Service Officer position is budgeted to transition from part -time to full- time, and will have a new job description written, evaluated, and approved as part of the compensation and classification study in order to recruit and hire the position by the end of 3QTR. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May, 2024. Tom McKee – Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Administrative Assistant Finance Manager (2Q 2024) Recreation Supervisor Administration Public Works Public Safety City of Corcoran Current Organization Chart (as of 2.21.2024) Accounting Clerk Public Works Director Election Judges Accountant Administrative Services Director City Clerk Information Technology (Contract) Rink Attendants Summer Seasonal Planner Operations Superintendent Planning/Code Enforcement (Contract) Planning Technician Operations Manager Crew Leader Maintenance Worker Maintenance Worker Maintenance Worker Maintenance Worker (1Q 2024) Summer Maintenance (0.5 FTE) Snowplow Operator (0.2 FTE) Engineering Development Superintendent (2Q 2024) Engineering Services (Contract) Construction Services Supervisor Utility Superintendent (2Q 2024) Utility Maintenance Worker (3Q 2024) Building Inspections (Contract) Permit Technician Public Safety Director Public Safety Administrative Manager Administrative Assistant Police Officer Police Officer Sergeant Sergeant Police Officer Police Officer Police Officer Police Officer Police Officer (1Q 2024) Police Officer (1Q 2024) Reserve Officer (Volunteer) Public Safety Deputy Director Detective Community Service Officer (Gone 3Q 2024) Police Officer (Part-time) Solid: Full-time Dark with Dots: NOT FILLED Solid with Dots: Part-time Solid with Lines: Contract Solid with Stripes: Reserves Information Technology Manager (3Q 2024) Maintenance Worker (1Q 2024) Transition: Retirement or PT to FT Chart Key Fire & Emergency Medical Services (Contracts) Finance Manager: (Contract)Emergency Management Services (Interagency)Administrative Assistant Assessments: (Contract) Community Service Officer (FT – 3Q 2024) Park Planning (Contract) Communications Assistant (FT - 4Q 2024) Reserve Officer (Volunteer) Reserve Officer (Volunteer) Reserve Officer (Volunteer) Reserve Officer (Volunteer) Police Officer (Part-time) Police Officer (Part-time) Police Officer (Part-time) Police Officer (Part-time) Police Officer (Part-time) Police Officer (Part-time) City Council City Administrator Commissions (Charter, Planning Parks & Trails,) City Attorney (Contract) Corcoran Citizens City of Corcoran Population as of 2024: 8,640 (per https://worldpopulationreview.com/us-cities/corcoran-mn-population) Imbedded Social Worker (Contract) Addaddea Agenda Attachment Item: 7g2. Public Works Director/Engineer Operations Superintendent Operations Manager Crew Leader Maintenance Worker Maintenance Worker Maintenance Worker Summer Maintenance (0.5 FTE) Snowplow Operator (0.2 FTE) Engineering Development Superintendent (2Q 2024) Engineering Services (Contract) Utility Superintendent (2Q 2024) Utility Maintenance Worker (3Q 2024) Maintenance Worker (3Q 2024) Administrative Assistant (Utility Billing) -PW Director Job Description adds “Engineer” to reflect reality -Utility Billing moves from Accounting Clerk to PW Admin -Hire Engineering Development Supe 2Q (using recruiter) -Hire Utility Supe 2Q (using recruiter) -Hire Utility Maintenance Worker 3Q -Hire Maintenance Worker 3Q City of Corcoran COAs: Departmental Changes (as of 4.23.24) Maintenance Worker Solid: Full-time Dark with Dots: Need to Hire Stripes: Part-time Solid with Lines: Contract RED OUTLINE *NEW* Need to Hire Transition: PT to FT Chart Key RED LETTERS/ BLACK OUTLINE Position Change DIAGONAL Eliminated Community Engagement (Recreation Supervisor) Rink Attendants (part-time) Summer Seasonal (Part-time) Planner Code Enforcement (Contract) Planning Technician Construction Services Supervisor Building Inspections (Contract) Permit Technician Park Planning (Contract) Community Development Director (2Q 2024) -Create Community Development Department -Add and Hire Community Development Director position in Q2 (*appoint Planner to position in Interim*: has been operating as Sr Planner+) -Construction Services moves from PW to Comm Develop -Recreation Supervisor renamed “Community Engagement Supervisor” -Community Engagement moves to Community Development Dept -Park Planning Contract moves to Community Engagement City of Corcoran COAs: Departmental Changes (as of 4.23.24) Planning (Contract) Solid: Full-time Dark with Dots: Need to Hire Stripes: Part-time Solid with Lines: Contract RED OUTLINE *NEW* Need to Hire Transition: PT to FT Chart Key RED LETTERS/ BLACK OUTLINE Position Change DIAGONAL Eliminated City Administrator-Admin Serv Dir eliminated to create and Hire Assistant City Admin in Q2 -Hire Finance Manager in Q2 move from Admin Serv Dir to City Administrator -Accounting Clerk eliminated to create and Hire HR Generalist in Q2 -Payroll functions move from Accounting Clerk to Accountant -Utility billing functions move from Accounting Clerk to PW Admin -Add Auditor Contract (for tracking) to Finance -Add Assessment Contract (for tracking) to Finance -Communication Assistant moves from Clerk to Assistant City Admin -Administrative Assistant changes to Deputy Clerk -Hire Communication Assistant FT in Q4 -Hire IT Manager in Q3 Administrative Assistant (Deputy Clerk) Finance Manager (2Q 2024) Accounting Clerk Election Judges Accountant Assistant City Administrator (2Q 2024) City ClerkHuman Resources Generalist (2Q 2024) Auditors: (Contract) Assessments: (Contract) Communications Assistant (FT - 4Q 2024) City of Corcoran COAs: Departmental Changes (as of 4.23.24) Information Technology Manager (3Q 2024) Information Technology (Contract) Solid: Full-time Dark with Dots: Need to Hire Stripes: Part-time Solid with Lines: Contract RED OUTLINE *NEW* Need to Hire Transition: PT to FT Chart Key RED LETTERS/ BLACK OUTLINE Position Change DIAGONAL Eliminated Admin Serv Director ENGINEERING/DEVELOPMENT SUPERINTENDENT ©City of Corcoran 2023 1 Description The Development Superintendent coordinates various aspects of project development and construction activities for the city to include public improvement projects, private development review, permits, utilities, and right-of-way management. Ensures conformance with city specifications, ordinances, and applicable state and federal laws. Collaborates with other city departments, outside agencies, developers, consultants, contractors, and community members in the implementation of city projects. Location Varies between office and field setting. Essential Duties and Responsibilities Department Public Works Reports To Public Works Director Points 467 Grade 16 FLSA Exempt Classification Full-time, benefit earning position Bargaining Unit NA Date April 2023 City of Corcoran Agenda Attachment Item: 7g3. •Direct preparation of the preliminary and final design for infrastructure projects, including the construction and/or rehabilitation of sanitary sewers, water main, storm sewer, street and all related facilities or structures. Oversee the preparation of feasibility reports, plans, specifications, advertisements for bids, contracts, acquisition of deeds and easements, assessments, and detailed contract administration. •Assists with overseeing contract construction activities, surveying/staking and field inspection of designated public improvement projects. This activity may include, but is not limited to, project inspection, scheduling and coordinating the activities of contractors, consulting engineers and all other government agencies implementing those projects. •Assist in negotiating, managing, and preparing compensation for contractors engaged in City contracts. •Responsible for providing timely reports on all ongoing construction activities to the Public Works Director, the City Administrator, the City Council, and the public. •Assists in the preparing, developing, and updating of capital improvement programs for sanitary sewers, water, storm drainage, street system, parks, trails and other public improvement projects. •Responsible for the review of development proposals, proposed subdivisions, proposed lot divisions, combinations, easement vacations, proposed plats and proposed special land uses. •Represents the City at preconstruction, construction progress, neighborhood meetings, and the Elm Creek Watershed Management Commission. •Develop, coordinate, and administer the city's annual maintenance projects including but not limited to mill/overlays, pavement seal coating, striping and sidewalk and trail repairs. •Responsible for field inspection and verification of compliance with construction documents for all active construction and reconstruction projects, grading permits, particularly upon release of a project's financial security. o Provide direction to the field inspection staff on investigating field construction problems and corrective actions; resolves conflicts between contractors and field staff. ENGINEERING/DEVELOPMENT SUPERINTENDENT ©City of Corcoran 2023 2 Minimum Qualifications •Bachelor’s degree in civil engineering, construction management, or construction science or related field with three years of experience or; •Associate degree in construction management or related field with eight or more years of experience. •One year of supervisory experience. •Valid Minnesota Driver’s License. Desired Qualifications •Additional years of municipal civil engineering, construction management, or related experience. •Possess Erosion Control Designer certification. •Experience with the operations of a Public Works Department and/or City government. Knowledge, Skills, and Abilities Required for Successful Job Performance •Responsible for collecting record plan information from completed infrastructure projects including GIS, As-Built drawing records etc. •Updating City Detail Plates and Specifications annually. •Administers the Municipal State Aid Program, including all necessary reporting and record keeping and the submittal and processing of funds. •Administers the City’s MS4 Permit, including all necessary ordinance amendments, reporting and record keeping. •Collaborate with the planning and public works department to assist in the review of subdivision plats and other proposed developments. •Coordinate and collaborate on projects with other City departments, public and private utility owners, and state and federal regulatory agencies keeping parties informed and developing solutions to issues that arise. •Provide assistance with financial responsibilities. o Administer adopted budget consistent with City policies and procedures. o Escrow management. o Fee Schedule Amendments •Prepares and writes memos for Council action, ensuring appropriate supporting material and documentation. •Attends meetings and makes presentations as necessary. •Serve as the City HOA Coordinator •Manage City process and the consultants administering the Local Government Unit/Wetland Conservation Act. •Thorough knowledge of engineering and survey practices; maps and records; equipment and techniques of drafting. •Ability to work with mathematical concepts, making calculations rapidly and accurately. •Ability to communicate ideas and explanations clearly both orally and in writing. •Ability to write routine reports and correspondence, that conform to prescribed style and format. •Ability to comprehend and communicate policies, practices, and services of the Engineering Division to co-workers and members of the public. •Ability to define problems, collect data, establish facts, and draw valid conclusions. •Ability to use computer programs including common Microsoft Office programs, such as Word, Excel, and PowerPoint, as well as web-based email and timesheet software. ENGINEERING/DEVELOPMENT SUPERINTENDENT ©City of Corcoran 2023 3 Physical and Mental Requirements The Development Superintendent is responsible for diverse matters, many of which have deadlines and require significant attention to detail. Approximately 50% of the time, work is performed at the highest level of detail and pressure of deadlines. While performing the duties of this job, the employee is regularly required to use hands to handle or feel objects, use tools or controls, talk and hear. The employee moves about regularly from office to field. The employee is occasionally required to stand, walk, reach with hands and arms; and stoop, kneel, crouch, crawl, climb, or twist. The employee must occasionally lift and/or move over 60 pounds. Working Conditions Work is distributed between an office and field setting. Attendance at evening meetings may be required. Work may involve dealing with and calming individuals who are emotionally charged over an issue. Hours and schedule are determined by the Public Works Director. There is exposure to weather conditions and dirt, grease, noise, biting insects and unpleasant odors. Some work requires wearing safety apparel. There is exposure to traffic, slippery footing and working close to moving equipment. Work may include extended or irregular hours. Some requirements in this job description may exclude individuals who pose a direct threat or significant risk to the health and safety of themselves or other employees. All requirements are subject to modification to reasonably accommodate individuals with disabilities. Requirements are representative of minimum levels of knowledge, skills, and experience required. To perform this job successfully, the worker must possess the abilities and aptitudes to perform each duty proficiently. This document does not create an employment contract, implied or otherwise, other than an "at will" employment relationship. The City Administrator and Public Works Director retains the discretion to add duties or change the duties of this position at any time. •Knowledge of erosion control and conservation management practices. •Knowledge of the location of City streets and easements. •Ability to effectively work with and provide direction to consultants, developers, and contractors. •Ability to complete plan reviews and write reports that are complete, accurate, and timely. •Ability to analyze and resolve problems. •Knowledge of civil engineering principles and road construction procedures. •Ability to read engineering drawings and use specialized equipment to read elevations and locate boundaries and rights-of-way. •Knowledge of the functions and responsibilities of City Departments, staff, and key community members. •Ability to perform in a professional and courteous manner to requests from other staff members. •Ability to maintain a positive attitude toward work, the public, and coworkers, ability to be public service oriented with tactful and effective conflict resolution skills. •The ability to work independently and to prioritize work requests. •Problem-solving skills to gather relevant information to solve practical problems and address citizen inquiries and concerns. •Ability to follow and give oral and written instructions. •Ability to maintain a high degree of integrity and a high sense of personal and professional ethics. •Promote and adhere to the City of Corcoran workplace values of accountability, teamwork, and commitment to the City’s goals and measures. ASSISTANT CITY ADMINISTRATOR ©City of Corcoran 2024 1 Description The Assistant City Administrator guides day-to-day decision-making processes and provides strategic direction to HR, IT, Operations and City Clerk Operations. This position also provides direction for collaborative service delivery to residents, stakeholders, and policy makers. The Assistant City Administrator has primary responsibilities related to internal customer service to staff, elected officials, commissioners, contractors and vendors. Location and Hours This position will perform work at City Hall, 8200 County Rd 116, Corcoran, MN 55340 in an office environment. Work hours are Monday through Friday, 40 hours per week. Essential Duties and Responsibilities 1.General Administration: a.Serves as the Acting City Administrator in the absence of the City Administrator. b.Assists the City Administrator and the management team in identification, prioritization and accomplishment of strategic planning goals. c.Attend and participate in City Council, Subcommittee, Advisory Commission, and other meetings as directed by the City Administrator. d.Assist the City Administrator in preparation and review of agendas and supporting packet materials for City Council meetings. e.Establish and maintain effective relationships with other organizations, associations, businesses and departments. f.Assist the City Administrator in contract management for City projects, contracted services, law enforcement, fire protection, tower leases, etc. 2.Project Management a.Assist in the definition of project scope and objectives, involving all relevant stakeholders. b.Manage changes to the project scope, project schedule and project costs using appropriate verification techniques. c.Provide general oversight to ensure timely and satisfactory project completion. d.Establish and maintain relationships with third parties/vendors. e.Create and maintain comprehensive project documentation. 3.Supervision: a.Complete performance evaluations and recommend wage adjustments according to the city’s personnel policy. b.Administer employee discipline according to the city’s personnel policy. c.Ensure staff is adequately trained and department is cross‐trained. Assign work and Department Administration Reports To City Administrator Points 423 Grade 15 FLSA Exempt Bargaining Unit NA Revision Date April 2024 City of Corcoran Agenda Attachment Item: 7g4. ASSISTANT CITY ADMINISTRATOR ©City of Corcoran 2024 2 ensure that it is done professionally, efficiently, accurately and timely. d.Provide oversight of the Data Practices Act. e.Responsible for supervising the communications division and ensure appropriate monitoring content, writing, editing, and approving information to be included on the city website and to manage website maintenance agreements and to recommend enhancements. f.Assist all departments in public involvement and education by identifying target areas and means of communication. g.Supervise IT Manager or Contractor. h.Serve as primary point of contact with the city for IT issues i.Supervises HR Generalist and ensures compliance with all regulatory requirements. 4.Other Duties a.Assist with all aspects of facilitation of all special, primary and general elections. b.Provides confidential administrative support for the City Council and City Administrator. 5.General a.Treat fellow employees with respect and integrity. b.Promote a positive and motivating environment. c.Provide exceptional customer service. d.Confer with supervisor, peers, and employees to discuss and resolve issues. e.Make decisions that are always in the best interest of the city. f.Perform other duties and projects as assigned. g.Follow all safety policies and procedures. h.Follow all city policies and procedures. Minimum Qualifications 1.A valid driver’s license. 2.A bachelor’s degree in public administration, business administration, a closely related field, or equivalent experience. 3.Three years of relevant municipal or government experience. 4.Two years of relevant supervisory experience. Desired Qualifications 1.Master’s degree in public administration or closely related field. 2.Previous experience working for a municipal or county government. 3.SPHR or SHRM Certification 4.Experience supervising HR Functions Knowledge, Skills and Abilities Required for Successful Job Performance •Thorough knowledge in the areas of public sector administration, principles, practices and techniques including legal requirements. •Ability to perform and direct general administrative work. •Ability to communicate clearly, professionally, effectively, and precisely using tact and diplomacy both verbally and in writing. ASSISTANT CITY ADMINISTRATOR ©City of Corcoran 2024 3 •Ability to maintain confidential or proprietary information. •Ability to resolve conflicts and negotiate solutions. •Ability to understand, manage, and communicate complex ideas, projects, and situations. •Ability to work independently, determine priorities, manage projects and make appropriate decisions. •Experience in development and implementation of policies and procedures. •Ability to stay current on issues that are within the realm of this position’s responsibilities. •Knowledge of computer software and ability to operate office equipment. •Ability to maintain effective working relationships with co‐workers, supervisors, the City Council and members of the public. •Ability to develop, implement, and administer goals, objectives and procedures for providing effective and efficient services for the City. •Experience in public speaking and making presentations. •Considerable ability to lead and supervise staff, delegate work, and prioritize, organize, plan, and direct operations. •Considerable ability to prioritize City needs, to coordinate departmental operations and services, contracted services and to allocate resources effectively. •Ability to work independently and as part of a team; to coordinate work with other departments; and to lead multi‐departmental or multi‐jurisdictional projects. •Strong sense of honesty, integrity, and credibility. Physical and Mental Requirements Physical effort is light, with lifting or carrying up to 25 pounds intermittently. Report preparation and word processing will at times require extended use of a keyboard. Work interruptions are frequent. The Assistant City Administrator must be able to use judgment to respond to situations occurring during the absence of the City Administrator. Working Conditions: Work is performed in a normal office environment. Work may involve dealing with and calming individuals who are emotionally charged over an issue. Some requirements in this job description may exclude individuals who pose a direct threat or significant risk to the health and safety of themselves or other employees. All requirements are subject to modification to reasonably accommodate individuals with disabilities. Requirements are representative of minimum levels of knowledge, skills, and experience required. To perform this job successfully, the worker must possess the abilities and aptitudes to perform each duty proficiently. This document does not create an employment contract, implied or otherwise, other than an "at will" employment relationship. The City Administrator retains the discretion to add duties or change the duties of this position at any time. Employee Signature and Date: ______________________________________________________________________________________________ Supervisor and / or Department Head Signature and Date: ______________________________________________________________________________________________ HUMAN RESOURCE GENERALIST ©City of Corcoran 2024 1 Description Responsible for performing a wide variety of administrative, technical and professional work in directing the Human Resource functions. Serves as the primary point of contact for all staff related to pay, benefits, employment and overall HR needs. This position serves as a partner to the Department Heads in meeting the operational needs. Location and Hours This position will perform work at City Hall, 8200 County Rd 116, Corcoran, MN 55340 in an office environment. Work hours are Monday through Friday, 40 hours per week. Essential Duties and Responsibilities Department Administration Reports To Assistant City Administrator Points 315 Grade 11 FLSA Exempt Bargaining Unit NA Revision Date April 2024 City of Corcoran Agenda Attachment Item: 7g5. 1.Human Resources: a.Develop, research, recommend and implement policies related to Human Resources. b.Management of the job evaluation system, maintenance of job descriptions, maintenance of the pay plan, and compliance with pay equity requirements. c.Recommend the development, implementation and administration of employee benefit programs and recommend benefit plan changes. d.Maintain insurance program offerings including health, dental, disability, life, and workers compensation. e.Manage and ensure the city’s handbook for compliance. f.Ensure compliance with state and federal regulatory requirements. g.Plan and execute the employee recruitment, selection and orientation processes. h.Support hiring managers as they interview and recommend staff. i.Coordination of background, drug and medical testing. j.Maintenance of confidential employee personnel and medical records. Maintenance of the employee files within the payroll service provider online portal including, but not limited to, wage rates, compensatory and paid‐time‐off balances, payroll deductions and confidential personnel information. k.Support finance in performing payroll processing for city staff and maintain payroll policies. Act as back‐up for payroll processing. l.Responsible for the development, implementation and administration of the performance review program. m.Assist and resolve human resources matters. n.Analyzes, plans and directs the development, implementation and administration of HUMAN RESOURCE GENERALIST ©City of Corcoran 2024 2 Minimum Qualifications Bachelor’s degree in human resources or equivalent combination of experience and training. Desired Qualifications 1.Previous experience working for a municipal or county government. 2.Experience working with ADP. Knowledge, Skills and Abilities Required for Successful Job Performance programs that support employee growth and development, and stimulate individual and organizational wellness. 2.Employee Training and Safety: a.Researches, plans and assists with the development, implementation and administration of training programs for city employees. b.Responsible for serving on the Safety Committee and as the primary liaison for the safety program provider, coordination of contracts, scheduling of training events, documentation and all records retention of the city’s safety management program. 3.Performance Management a.Ensure completed performance evaluations and recommend wage adjustments according to the city’s personnel policy. b.Administer employee discipline according to the city’s personnel policy. c.Ensure staff is adequately trained and department is cross‐trained. 4.Other duties as assigned. 5.General a.Treat fellow employees with respect and integrity. b.Promote a positive and motivating environment. c.Provide exceptional customer service. d.Confer with supervisor, peers, and employees to discuss and resolve issues. e.Make decisions that are always in the best interest of the City of Corcoran. f.Perform other duties and projects as assigned. g.Follow all safety policies and procedures. •Thorough knowledge in the areas of public sector personnel, human resources administration, principles, practices and techniques including legal requirements. •Ability to perform and direct general administrative work. •Ability to communicate clearly, professionally, effectively, and precisely using tact and diplomacy both verbally and in writing. •Ability to maintain confidential or proprietary information. •Ability to resolve conflicts and negotiate solutions. HUMAN RESOURCE GENERALIST ©City of Corcoran 2024 3 Physical and Mental Requirements Physical effort is light, with lifting or carrying up to 25 pounds intermittently. Report preparation and word processing will at times require extended use of a keyboard. Work interruptions are frequent. Working Conditions: Work is performed in a normal office environment. Work may involve dealing with and calming individuals who are emotionally charged over an issue. Some requirements in this job description may exclude individuals who pose a direct threat or significant risk to the health and safety of themselves or other employees. All requirements are subject to modification to reasonably accommodate individuals with disabilities. Requirements are representative of minimum levels of knowledge, skills, and experience required. To perform this job successfully, the worker must possess the abilities and aptitudes to perform each duty proficiently. This document does not create an employment contract, implied or otherwise, other than an "at will" employment relationship. The City Administrator retains the discretion to add duties or change the duties of this position at any time. Employee Signature and Date: ______________________________________________________________________________________________ ______________________________________________________________________________________________ •Ability to understand, manage, and communicate complex ideas, projects, and situations. •Ability to work independently, determine priorities, manage projects and make appropriate decisions. •Experience in development and implementation of policies and procedures. •Ability to stay current on issues that are within the realm of this position’s responsibilities. •Knowledge of computer software and ability to operate office equipment. •Ability to maintain effective working relationships with co‐workers, supervisors, the City Council and members of the public. •Ability to develop, implement, and administer goals, objectives and procedures for providing effective and efficient services for the city. •Experience in public speaking and making presentations. •Considerable ability to lead and supervise staff, delegate work, and prioritize, organize, plan, and direct operations. •Considerable ability to prioritize city needs, to coordinate departmental operations and services, contracted services and to allocate resources effectively. •Ability to work independently and as part of a team; to coordinate work with other departments; and to lead multi‐departmental or multi‐jurisdictional projects. •Strong sense of honesty, integrity, and credibility. Supervisor and / or Department Head Signature and Date: STAFF REPORT Agenda Item: 7h. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic National Public Works Week – May 19-25, 2024 Action Required Approval Summary National Public Works Week is scheduled for May 19-25, 2024 and is an opportunity to recognize and honor Public Works Staff for their dedication and service. National Public Service Week was observed May 5-11, 2024, and National Police Week was observed May 12-18, 2024. Staff within the City were recognized and honored for their service to the City of Corcoran. Financial/Budget N/A Options 1.Approve Resolution 2024-46 Recognizing National Public Works Week and Public Works Department Staff. 2.Decline Resolution 2024-46 Recognizing National Public Works Week and Public Works Department Staff. Recommendation Approve Resolution 2024-46 as presented. Council Action Consider a motion to approve Resolution 2024-46 Recognizing National Public Works Week and Honoring Public Works Department Staff. Attachments 1.Resolution 2024-46 Recognizing National Public Works Week and Honoring Public Works Department Staff. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-46 Page 1 of 1 Motion By: Seconded By: A RESOLUTION RECOGNIZING NATIONAL PUBLIC WORKS WEEK AND PUBLIC WORKS STAFF WHEREAS, the City of Corcoran finds it important to recognize the work of the City’s public works department; and WHEREAS, National Public Works Week is May 19-25, 2024; and WHEREAS, as part of National Public Works Week, efforts are recognized within the City’s public works department staff and includes director, superintendent, manager, crew leader, maintenance workers, administrative assistant, and part-time seasonal workers; and WHEREAS, the City recognizes the efforts made enacting the City’s vision and goals while providing, responding, collaborating, and improving services to residents of Corcoran, including maintenance of utility and street infrastructure, stormwater systems, parks/amenities, equipment/fleet, facilities, and dedicated community service; and WHEREAS, the City recognizes the public works departments role in emergency management services; and WHEREAS, the City of Corcoran recognizes the time, energy, and dedication, provided by the City’s public works department. NOW, THEREFORE BE IT RESOLVED, by the City of Corcoran, the City Council hereby honors public works staff and recognizes National Public Works Week. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May, 2024. ________________________________ Tom McKee -- Mayor ATTEST: City Seal ____________________________________ Michelle Friedrich – City Clerk Agenda Attachment Item: 7h1. Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Kent Torve, PE City Engineer Project/File: 193806610 Date: May 14, 2024 Subject: Bid Results – Larkin Road Improvements Council Action Requested We are requesting that the City Council review the bid results and award the construction bid for the Larkin Road Improvements Project Omann Brothers Paving, Inc. contingent on the financial commitment from the developer. In addition to awarding the construction bid for the project we would request the City Council award construction administrative services to Stantec as outlined below. Attached to this memo is the Bid Tabulation. Project Description This project includes the construction of improvements to the Larkin Road corridor from County Road 116, east to the property boundary. This project is being constructed as a City project with it being the financial responsibility of Wright Hennepin Electric. Construction Bid Results Bids were opened for the Larkin Road Improvements on April 23. Attached to this memo is a copy of the Bid Tabulation. There was a total of 11 Bids. The following summarizes the results of the Bids received: Lowest Omann Brothers Paving, Inc. $87,915.76 2nd GMH Asphalt Corporation $91,549.85 3rd New Look Contracting, Inc. $102,966.00 4th Northwest $119,620.00 5th Valley Paving, Inc. $122,110.70 6th Asphalt Surface Technologies Corp. $128,997.30 7th Park Construction Company $131,441.82 8th Duininck, Inc. $135,036.65 9 Meyer Contracting Inc. $140,776.60 10 Parkstone Contracting, LLC $149,502.40 11 Mid Minnesota Hot Mix $154,676.37 The project was bid without any alternates with the lowest bidder being Omann Brothers Paving, Inc. at a cost of $87,915.76. Agenda Item: 7i. May 14, 2024 Kevin Mattson, PE, PW Director Page 2 of 2 Reference: Bid Results – Larkin Road Improvements If the project is awarded, City staff will work with Wright Hennepin Electric to obtain the cash commitment for the project and reduce the financial surety for the work. We recommend the award of the bid be contingent on this financial commitment to the project. Construction Administration services With the authorization of work, we would request that the authorization of work includes the Engineering Construction Services for surveying, construction oversight, and contract administration on the project at an estimated cost of $10,000. The design, surveying, permitting, coordination of small utility relocation, and bidding assistance to date to date for the design components are approximately $17,500. Funding Funding is through developer escrow which with the award being contingent on the transfer from a surety to cash for the project. Engineer’s Recommendation We recommend awarding the bid for the Larkin Road Improvements project to Omann Brothers Paving, Inc in the amount of $87,915.76 contingent on the developer financial commitment. We recommend awarding Construction Administration Services on the project to Stantec in the amount of $10,000. STANTEC CONSULTING SERVICES INC. Steven Hegland, PE Project Engineer Attachments: ·Bid Tabulation Project Name:City Project No.:Stantec Project No.:Bid Opening:Owner:Nick Wyers, P.E.License No. 57846BID TABULATIONItem NumItem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price TotalBASE BID:1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 1 $7,500.00 $7,500.00 $10,030.00 $10,030.00 $7,750.00 $7,750.00 $8,854.00 $8,854.002 TRAFFIC CONTROL LUMP SUM 1 $2,350.00 $2,350.00 $2,276.00 $2,276.00 $2,500.00 $2,500.00 $8,200.00 $8,200.003 SALVAGE AND REINSTALL SIGN EACH 2 $464.40 $928.80 $503.00 $1,006.00 $515.00 $1,030.00 $515.00 $1,030.004 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 88 $2.60 $228.80 $7.55 $664.40 $5.00 $440.00 $6.00 $528.005 RECLAIM BITUMINOUS PAVEMENT SQ YD 1210 $4.70 $5,687.00 $4.05 $4,900.50 $4.50 $5,445.00 $6.90 $8,349.006 SALVAGE AND PLACE RECLAIM BITUMINOUS RECLAIM MATERIAL (LV)CU YD 270 $9.50 $2,565.00 $17.55 $4,738.50 $28.50 $7,695.00 $22.50 $6,075.007 COMMON EXCAVATION - OFFSITE (LV) CU YD 440 $24.00 $10,560.00 $25.75 $11,330.00 $28.00 $12,320.00 $49.05 $21,582.008 SUBGRADE EXCAVATION - OFFSITE (EV) CU YD 85 $30.00 $2,550.00 $20.00 $1,700.00 $1.00 $85.00 $58.25 $4,951.259 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN (P) SQ YD 1210 $2.25 $2,722.50 $1.00 $1,210.00 $3.50 $4,235.00 $3.00 $3,630.0010 AGGREGATE SURFACING CLASS 2, 100 % CRUSHED LIMESTONETON 60 $94.20 $5,652.00 $50.45 $3,027.00 $60.00 $3,600.00 $48.10 $2,886.0011 AGGREGATE BASE CLASS 5, 100% CRUSHED TON 490 $25.65 $12,568.50 $21.80 $10,682.00 $32.00 $15,680.00 $26.95 $13,205.5012 BITUMINOUS MATERIAL FOR TACK COAT GAL 60 $3.50 $210.00 $4.80 $288.00 $1.00 $60.00 $5.00 $300.0013 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 150 $99.00 $14,850.00 $106.00 $15,900.00 $113.00 $16,950.00 $98.90 $14,835.0014 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 150 $95.00 $14,250.00 $103.00 $15,450.00 $113.00 $16,950.00 $96.50 $14,475.0015 INSTALL SIGN PANELS SQ FT 2 $41.30 $82.60 $37.05 $74.10 $38.00 $76.00 $85.00 $170.0016 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 1 $1,000.00 $1,000.00 $1,917.00 $1,917.00 $1.00 $1.00 $4,600.00 $4,600.0017 SILT FENCE, TYPE MS - MAINTAINED LIN FT 1000.00 $2.43 $2,430.00 $2.35 $2,350.00 $4.00 $4,000.00 $2.50 $2,500.0018 HYDRAULIC STABILIZED FIBER MATRIX LB 855 $1.91 $1,633.05 $1.00 $855.00 $2.50 $2,137.50 $3.25 $2,778.7519 MnDOT SEED MIXTURE 25-141 SQ YD 1341 $0.11 $147.51 $2.35 $3,151.35 $1.50 $2,011.50 $0.50 $670.50TOTAL BASE BID$87,915.76 $91,549.85 $102,966.00 $119,620.00Phone:Email:albertsono@omanninc.comSigned By: Kelly OmannJustin Hoellein Noah HendricksenTitle: PresidentBid Bond Bid Bond Bid Bond Bid Bond1, 2 1, 2 1, 2 1, 2Bid Security:Addenda Acknowledged:(763) 497-8259 763-746-9072 (952) 445-1003(952) 442-5288Brandon Butorac14045 Northdale Blvd.Northwest1451 Stagecoach RoadShakopee, MN 55379Rogers, MN 553746551Labeaux Ave. NEAlbertville, MN 55301GMH Asphalt Corporation9180 Laketown RoadChaska, MN 55318Contractor Name and Address:I hereby certify that this is an exactreproduction of bids received.Omann Brothers Paving, Inc New Looki Contracting, Inc.Larkin Road ImprovementsCorcoran, MinnesotaTuesday, April 23, 2024 at 1:00 PM CDT193806610Bidder No. 1Omann Brothers Paving, Inc GMH Asphalt CorporationBidder No. 2 Bidder No. 4New Looki Contracting, Inc. NorthwestBidder No. 3193806610-Bid Tabs.xlsmBT-1 BID TABULATIONItem NumItemUnits QtyBASE BID:1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 12 TRAFFIC CONTROLLUMP SUM 13 SALVAGE AND REINSTALL SIGNEACH 24 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 885 RECLAIM BITUMINOUS PAVEMENTSQ YD 12106 SALVAGE AND PLACE RECLAIM BITUMINOUS RECLAIM MATERIAL (LV)CU YD 2707 COMMON EXCAVATION - OFFSITE (LV)CU YD 4408 SUBGRADE EXCAVATION - OFFSITE (EV)CU YD 859 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN (P)SQ YD 121010 AGGREGATE SURFACING CLASS 2, 100 % CRUSHED LIMESTONETON 6011 AGGREGATE BASE CLASS 5, 100% CRUSHEDTON 49012 BITUMINOUS MATERIAL FOR TACK COATGAL 6013 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 15014 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 15015 INSTALL SIGN PANELSSQ FT 216 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 117 SILT FENCE, TYPE MS - MAINTAINEDLIN FT 1000.0018 HYDRAULIC STABILIZED FIBER MATRIXLB 85519 MnDOT SEED MIXTURE 25-141SQ YD 1341TOTAL BASE BIDPhone:Email:Signed By:Title:Bid Security:Addenda Acknowledged:Contractor Name and Address:Unit PriceTotalUnit PriceTotalUnit PriceTotalUnit PriceTotal$15,000.00$15,000.00 $12,000.00$12,000.00 $21,787.42$21,787.42 $35,000.00$35,000.00$2,500.00$2,500.00 $2,475.00$2,475.00 $2,730.00$2,730.00 $2,300.00$2,300.00$525.00$1,050.00 $495.00$990.00 $367.50$735.00 $505.00$1,010.00$4.00$352.00$3.30$290.40$3.15$277.20$5.50$484.00$9.00$10,890.00$6.05$7,320.50$5.48$6,630.80$6.00$7,260.00$0.01$2.70 $17.71$4,781.70 $19.56$5,281.20 $30.50$8,235.00$38.00$16,720.00 $28.60$12,584.00 $30.28$13,323.20 $35.00$15,400.00$45.00$3,825.00 $33.00$2,805.00 $33.49$2,846.65$1.00$85.00$2.00$2,420.00$2.09$2,528.90$1.20$1,452.00$3.50$4,235.00$79.00$4,740.00 $73.48$4,408.80 $83.86$5,031.60 $64.00$3,840.00$35.00$17,150.00 $35.31$17,301.90 $29.38$14,396.20 $34.00$16,660.00$2.00$120.00$4.00$240.00$3.22$193.20$6.00$360.00$125.00$18,750.00 $174.90$26,235.00 $121.85$18,277.50 $115.00$17,250.00$130.00$19,500.00 $174.90$26,235.00 $121.79$18,268.50 $110.00$16,500.00$40.00$80.00 $44.00$88.00 $105.00$210.00 $37.00$74.00$1,750.00$1,750.00 $1,100.00$1,100.00$0.01$0.01 $1,150.00$1,150.00$2.50$2,500.00$2.97$2,970.00$2.08$2,080.00$2.00$2,000.00$4.00$3,420.00$1.98$1,692.90$3.41$2,915.55$3.50$2,992.50$1.00$1,341.00$2.20$2,950.20 $11.19$15,005.79$0.15$201.15$122,110.70$128,997.30$131,441.82$135,036.65Brent CarronDale R. StrandbergCharlie BoreneKristopher DuininckVice PresidentVice PresidentVice PresidentBid BondBid BondBid BondBid Bond1, 21, 21, 21, 2(952) 445-8615(320) 363-8500(763) 786-9800(320) 978-6011Bidder No. 5Bidder No. 6Bidder No. 7Valley Paving, Inc.ASTECH Corp.Park Construction Co.Valley Paving, Inc.ASTECH Corp.Park Construction Co.8800 13th Ave. E.P. O. Box 10251481 81st. Avenue NEShakopee, MN 55379St. Cloud, MN 56302Duininck, Inc.408 6th StreetBidder No. 8Duininck, Inc.Prinsburg, MN 56281Minneapolis, MN 55432193806610-Bid Tabs.xlsmBT-2 BID TABULATIONItem NumItemUnits QtyBASE BID:1 MOBILIZATION AND DEMOBILIZATION LUMP SUM 12 TRAFFIC CONTROLLUMP SUM 13 SALVAGE AND REINSTALL SIGNEACH 24 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 885 RECLAIM BITUMINOUS PAVEMENTSQ YD 12106 SALVAGE AND PLACE RECLAIM BITUMINOUS RECLAIM MATERIAL (LV)CU YD 2707 COMMON EXCAVATION - OFFSITE (LV)CU YD 4408 SUBGRADE EXCAVATION - OFFSITE (EV)CU YD 859 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN (P)SQ YD 121010 AGGREGATE SURFACING CLASS 2, 100 % CRUSHED LIMESTONETON 6011 AGGREGATE BASE CLASS 5, 100% CRUSHEDTON 49012 BITUMINOUS MATERIAL FOR TACK COATGAL 6013 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 15014 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 15015 INSTALL SIGN PANELSSQ FT 216 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 117 SILT FENCE, TYPE MS - MAINTAINEDLIN FT 1000.0018 HYDRAULIC STABILIZED FIBER MATRIXLB 85519 MnDOT SEED MIXTURE 25-141SQ YD 1341TOTAL BASE BIDPhone:Email:Signed By:Title:Bid Security:Addenda Acknowledged:Contractor Name and Address:Unit PriceTotalUnit PriceTotalUnit PriceTotal$9,375.00$9,375.00 $18,500.00$18,500.00 $13,750.00$13,750.00$2,968.52$2,968.52 $4,500.00$4,500.00 $2,365.00$2,365.00$655.84$1,311.68 $500.00$1,000.00 $522.50$1,045.00$2.76$242.88$5.00$440.00$2.20$193.60$6.54$7,913.40$5.00$6,050.00$3.64$4,404.40$25.40$6,858.00 $40.00$10,800.00 $113.95$30,766.50$28.60$12,584.00 $35.00$15,400.00 $41.80$18,392.00$33.02$2,806.70 $45.00$3,825.00 $44.00$3,740.00$4.06$4,912.60$3.00$3,630.00$3.08$3,726.80$109.58$6,574.80 $95.00$5,700.00 $229.89$13,793.40$33.86$16,591.40 $40.00$19,600.00 $34.82$17,061.80$4.14$248.40$5.00$300.00$2.00$120.00$179.49$26,923.50 $160.00$24,000.00 $125.21$18,781.50$186.40$27,960.00 $165.00$24,750.00 $125.27$18,790.50$48.33$96.66 $50.00$100.00 $38.50$77.00$2,499.08$2,499.08 $2,500.00$2,500.00 $2,200.00$2,200.00$5.40$5,400.00$5.00$5,000.00$2.18$2,180.00$4.28$3,659.40$3.75$3,206.25$3.58$3,060.90$1.38$1,850.58$0.15$201.15$0.17$227.97$140,776.60$149,502.40$154,676.37Verlyn SchoepBrooks DuesterhoeftCole JannPresidentBid BondBid BondBid Bond1, 21, 21, 2(763) 391-5959(651) 346-9376(320) 274-3037Mid Minnesota Hot MixP. O. Box 239Annandale, MN 55302Parkstone Contracting, LLC8270 Foothill Rd. S.Cottage Grove, MN 55016Meyer Contracting, Inc.Bidder No. 10Parkstone Contracting, LLCBidder No. 11Mid Minnesota Hot MixBidder No. 9Meyer Contracting, Inc.11000 93rd Ave. N.Maple Grove, MN 55369193806610-Bid Tabs.xlsmBT-3 City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-49 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING CHARITABLE GAMBLING IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Charitable Gambling License is granted effective for the dates as indicated, to the following Licensee, which provided appropriate application. LICENSEE LICENSE LICENSE EFFECTIVE DATE St. Thomas the Apostle Church Organization located at 20000 County Road 10 Corcoran, MN 55340 Charitable Gambling (Bingo and Raffle) August 18, 2024 (One day license) Event located at St. Thomas the Apostle Church 20000 County Road 10 Corcoran, MN 55340 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May, 2024. Tom McKee - Mayor ATTEST: City Seal Michelle Friedrich – City Clerk Agenda Item: 7j. STAFF REPORT Agenda Item: 7k. Council Meeting May 21, 2024 Prepared By Kevin Mattson Topic Minnesota Department of Natural Resources Landowner Agreement – Phragmites Action Required Decision Summary The city was contacted by the University of Minnesota, who is working in conjunction with the Minnesota Department of Natural Resources (MDNR), to combat aquatic invasive species. They have identified non-native phragmites on city owned property located at 7150 Old Settler Road. The MDNR has a grant program and has approached the city to enter into a landowner agreement to allow the MDNR to access and manage the site by utilizing the EPA registered herbicide to treat the invasive species. The attached landowner agreement was reviewed and approved by the city attorney. Financial/Budget The management cost to treat the invasive phragmites is solely covered by a MDNR grant. Options 1. Authorize staff to enter into the landowner agreement with the MDNR. 2. Amend the landowner agreement with the MDNR. 3. Decline. Recommendation Authorize staff to enter into the landowner agreement with the MDNR. Council Action Consider a motion to authorize staff to enter into the landowner agreement with the MDNR. Attachments 1. MDNR Landowner Agreement [Title] 1 Landowner Agreement Agreement Number_10733440________________ Agreement Period Start 6/1/24 End 12/30/25 Landowner Name _City of Corcoran (the “Landowner”)___________________________________________ Property Address_7150 Old Settlers Rd______________________________________________________ Landowner’s Address (mailing address if different from physical address)_8200 Co Rd 116_____________ City _Corcoran___________________________________ State MN Zip_55340___________ Phone _763-400-7029________________________________________________________________________ Email _jtobin@corcoranmn.gov________________________________________________________________ Property Information: Section, Township, Range_PID 2711923440027_____________________________________________ Township/City Name _Corcoran__________________________________County _Hennepin________ Coordinates _45.08296, -93.56782/45.08617, -93.56876/45.0874, -93.57664___________________________ This Agreement is between the Minnesota Department of Natural Resources (MDNR) and the above named landowner. The purpose is to eradicate and prevent the spread of nonnative phragmites (Phragmites australis subsp. australis) a dangerous aquatic invasive plant species, and is authorized by MN Statute 84D.02 subd. 1, which directs the Commissioner of Natural Resources to establish a statewide program to prevent and curb the spread of invasive species of aquatic plants and wild animals. Agenda Attachment Item: 7k1. [Title] 2 The parties agree as follows: Management of nonnative Phragmites: During the previously identified Agreement Period, the MDNR staff or their agents (“MDNR”) will control some or all of the nonnative phragmites (Phragmites australis subsp. australis) on the Landowner’s Property using exclusively EPA registered aquatic herbicides. During the Agreement Period, MDNR may return following the treatment to monitor the treatment site and to plan follow up management. Work will be done in accordance with all applicable state and federal laws and local ordinances. A detailed management plan may be attached. Access: The Landowner hereby grants MDNR’s employees or reasonable insured agents a temporary license to access the Property at all reasonable times for the purpose of implementing the management of nonnative phragmites, and reviewing the results of treatment. MDNR may access the location of the nonnative plants by crossing the above-described Property; MDNR will use existing driveways and paths to the extent possible and will use reasonable diligence to avoid damaging the Property. Liability: Each party is liable for its own actions and the actions of its employees, and is not liable for the actions of the other party. The State’s liability is limited by the Minnesota Tort Claims Act, Minn. Stat. sec. 3.736. Landowner’s liability is limited by the provisions of Minn. Stat. Chapter 466. In no event shall the statutory limits in either law be aggregated to make each party hereto liable beyond the statutory limits applicable to each party. I have read, understand, and fully agree to all of the conditions of this Agreement Landowner Name (print) _____________________________________________________________________ Landowner Signature __________________________________________ Date _________________________ MDNR Ecological and Waters Program Manager __________________________________________________ Signature _______________________________________________________ Date _______________________ Memo To: Kevin Mattson, PE, PW Director From: Daryl Kirschenman, PE Steve Hegland, PE Project/File: 227705274 Date: May 14, 2024 Subject: Pay Application #13 to Phoenix Fabricators and Erectors Council Action Requested We recommend the City Council review and Approve Pay Application #13 for the Corcoran Water Tower Project to Phoenix Fabricators and Erectors in the amount of $238,589.01. This pay request covers work complete from April 16, 2024 through May 15, 2024. Summary Phoenix fabricators has completed the tower concrete dome on top of the tower shaft and the steel work inside the tower. Site piping has begun and will continue. This pay request includes additional stored material steel invoices for steel required to fabricate the steel tank. The signed payment request form and pay application is attached for review. Total Contract Value to Date $4,703,386.00 Work Completed to Date $2,679,634.78 5% Retainage $133,981.74 Amount Paid to Date $2,307,064.03 Total Pay App #13 $238,589.01 Engineer’s Recommendation We recommend approving Pay Application #13 to Phoenix Fabricators and Erector’s in the amount of $238,589.01. Agenda Item: 7l. Project Engineer 5/14/2024 227705274 3927 THIRTEEN From 04/16/24 To 05/15/24 05/15/24 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1 LS 185,000.00 185,000.00 0.06 11,100.00 11,100.00 6% 173,900.00 2 1 LS 4,000.00 4,000.00 - - 0% 4,000.00 3 1 LS 6,500.00 6,500.00 0.62 4,000.00 4,000.00 62% 2,500.00 4 1 LS 4,000.00 4,000.00 0.75 3,000.00 3,000.00 75% 1,000.00 5 50 CY 40.00 2,000.00 - - 0% 2,000.00 6 1 EA 5,700.00 5,700.00 - - 0% 5,700.00 7 355 LF 265.00 94,075.00 355.00 94,075.00 - 94,075.00 100% - 8 1 EA 31,000.00 31,000.00 1.00 31,000.00 - 31,000.00 100% - 9 18 LF 397.00 7,146.00 - - 0% 7,146.00 10 55 LF 117.00 6,435.00 55.00 6,435.00 - 6,435.00 100% - 11 2 EA 4,000.00 8,000.00 2.00 8,000.00 - 8,000.00 100% - 12 2 EA 8,512.00 17,024.00 2.00 17,024.00 - 17,024.00 100% - 13 4,000 LB 15.00 60,000.00 4,000.00 60,000.00 - 60,000.00 100% - 14 1 EA 1,800.00 1,800.00 1.00 1,800.00 1,800.00 100% - 15 20 SY 75.00 1,500.00 - - 0% 1,500.00 16 2 EA 1,000.00 2,000.00 - - 0% 2,000.00 17 1 LS 8,000.00 8,000.00 - - 0% 8,000.00 18 1,750 SY 2.60 4,550.00 - - 0% 4,550.00 19 1,625 TN 49.00 79,625.00 472.00 23,128.00 23,128.00 29% 56,497.00 20 175 TN 190.00 33,250.00 - - 0% 33,250.00 21 225 TN 195.00 43,875.00 - - 0% 43,875.00 22 510 LF 31.00 15,810.00 - - 0% 15,810.00 23 410 LF 47.00 19,270.00 - - 0% 19,270.00 24 1,250 LF 4.50 5,625.00 1,000.00 4,500.00 4,500.00 80% 1,125.00 25 1 LS 8,500.00 8,500.00 - - 0% 8,500.00 26 1.4 AC 8,220.00 11,508.00 - - 0% 11,508.00 27 11 EA 820.00 9,020.00 - - 0% 9,020.00 28 10 EA 670.00 6,700.00 - - 0% 6,700.00 29 56 EA 100.00 5,600.00 - - 0% 5,600.00 30 118 EA 28.00 3,304.00 - - 0% 3,304.00 1 1 LS 115,000.00 115,000.00 1.00 115,000.00 115,000.00 100% - 1.10 1 LS 153,000.00 153,000.00 0.50 76,500.00 76,500.00 50% 76,500.00 1.11 1 LS 172,000.00 172,000.00 1.00 172,000.00 172,000.00 100% - 1.12 1 LS 194,000.00 194,000.00 1.00 194,000.00 194,000.00 100% - 1.13 1 LS 886,000.00 886,000.00 1.00 886,000.00 886,000.00 100% - 1.14 1 LS 1,216,994.00 1,216,994.00 0.18 219,058.92 659,088.86 878,147.78 72% 338,846.22 1.15 1 LS 70,000.00 70,000.00 - - 0% 70,000.00 MNDOT SEED MIXTURE 25-131 SHRUB 5 GAL. CONTAINER PERENNIAL 1 GAL. CONTAINER 2.5" B&B DECIDUOUS TREE 6' HT CONIFEROUS TREE BONDS / INSURANCE MOBILIZATION TANK DELIVERY ENGINEERING ALTERNATE A - 1,000,000 GALLON COMPOSITE TANK 20" GATE VALVE PART 1 SITE WORK MOBILIZATION TRAFFIC CONTROL SALVAGE, STOCKPILE & RESPREAD TOPSOIL 20" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP B618 CURB SILT FENCE, MS INFILTRATION BASIN, FILTER FABRIC, 6' DRAIN TILE & 6' FLARED END B BITUMINOUS RIBBON CURB Original Contract % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) BITUMINOUS WEAR SPWEA340B BITUMINOUS BASE SPNWB330B Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. TEMPORARY ROCK CONSTRUCTION ENTRANCE PLACEMENT & COMMON TOPSOIL BORROW (LV) CONNECT TO EXISTING WATERMAIN 20" PVC WATER MAIN 20" PVC WATERMAIN, C900 Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: 6" DIP WATERMAIN, CL 52, INCLUDE POLY WRAP 6" GATE VALVE & BOX 6" HYDRANT DUCTILE IRON FITTINGS FOUNDATION TANK SHAFT TANK MATERIAL / SHOP FABRICATION AGGREGATE BASE 4' X 6' OVERFLOW SPLASHPAD CONCRETE SIDEWALK 8" BOLLARD CONCRETE DRIVEWAY APRON GEOTEXTILE FABRIC TYPE V NON WEAR Application Date: Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 3 227705274 3927 THIRTEEN From 04/16/24 To 05/15/24 05/15/24 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: Application Date: 1.16 1 LS 380,000.00 380,000.00 - - 0% 380,000.00 1.17 1 LS 450,000.00 450,000.00 - - 0% 450,000.00 1.18 1 LS 20,000.00 20,000.00 - - 0% 20,000.00 1.19 1 LS 8,500.00 8,500.00 0.50 4,250.00 4,250.00 50% 4,250.00 1.20 1 LS 160,000.00 160,000.00 0.11 17,600.00 17,600.00 11% 142,400.00 2 1 LS 25,000.00 25,000.00 - - 0% 25,000.00 3 825 CY 51.00 42,075.00 825.00 42,075.00 42,075.00 100% - 4 1 LS 120,000.00 120,000.00 0.25 30,000.00 30,000.00 25% 90,000.00 4,703,386.00$ 2,020,545.92$ 659,088.86$ 2,679,634.78$ 57%2,023,751.22$ Original Contract Totals COMMON EXCAVATION & SITE GRADING ELECTRICAL / CONTROLS LOGO ALLOWANCE STRUCTURAL FILL BELOW FOUNDATION TANK ERECTION TANK PAINTING TANK MIXING SYSTEM EROSION CONTROL Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 3 227705274 3927 THIRTEEN From 04/16/24 To 05/15/24 05/15/24 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.: Engineer's Project No.: Contractor's Project No.: City of Corcoran Stantec Consulting Services Phoenix Fabricators & Erectors, LLC 1.0 MG Elevated Water Storage Tank Corcoran Water Tower Owner: Application Period:Application No.: Engineer: Contractor: Project: Contract: Application Date: - - - - - - - - - - - - -$ -$ -$ -$ -$ 4,703,386.00$ 2,020,545.92$ 659,088.86$ 2,679,634.78$ 57%2,023,751.22$ Project Totals Change Order Totals Original Contract and Change Orders Change Orders Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 3 STAFF REPORT Agenda Item: 7m. Council Meeting May 21, 2024 Prepared By Kevin Mattson Topic Hackamore Road Improvements – Change Order 3 Action Required Decision Summary The City of Corcoran has entered into a Joint Powers Agreement with the City of Medina related to the Hackamore Road Improvements project. As part of that agreement, Medina functions of the Owner of the project and handles all the contract administration items such as approval of Change Orders. However, if the value of the proposed Change Order exceeds $50,000, then each city must individually approve the work. Medina is also scheduled to consider Change Order 3 at their May 21st City Council meeting. Staff have reviewed the information and recommend approval of Change Order 3 as outlined in the attached engineering memo from WSB. Financial/Budget The Joint Powers Agreement outlines cost allocations for the street improvements with responsibility split 50/50 between Corcoran and Medina. It should be noted that, including Change Order 3, the current overall budget projection is anticipated to be lower than the original budgeted amount because of bid unit price quantity underruns associated with unsuitable soil corrections that were not encountered to the extent that was estimated. Options 1. Approve Change Order 3 in the amount of $112,271.26 as recommended. 2. Modify recommendations. 3. Decline. Recommendation Approve Change Order 3 in the amount of $112,271.26 as recommended. Council Action Consider a motion to approve Change Order 3 in the amount of $112,271.26 as recommended. Attachments 1. Engineering Memo - Hackamore Road Improvements – Change Order 3 MEMORANDUM TO: Mayor and City Council FROM: Jim Stremel, Senior Project Manager DATE: May 15, 2024 MEETING: May 21, 2024 City Council SUBJECT: Hackamore Rd Improvement Project – Change Order No. 3 Background & Progress to Date The Hackamore Road Improvement Project has been ongoing since last summer and is in the final stages of construction. Currently, the contractor is working on the improvements to CR 116 (Phase D) with the addition of the right turn lanes and a new signal system. Prior to completion the contractor will be paving the new trail system, fine grading the boulevards and slopes along the entirety of the project area, installing sod/seed, paving the final lift of bituminous, and striping the roadway. At this point the contractor anticipates substantial completion to be achieved by the 4th of July, weather permitting. Change Order: The current change order request includes additional work in three primary locations of the project. The project schedule will not be impacted with this additional work. 1.After review of conditions this spring along the roadway between Steeple Chase Lane and Goldenrod Trail (Walcott Glen development entrance), staff identified a potential long term maintenance concern with the proposed ditch system on the north side of the roadway. With the steeper roadway profile in that area and the length of the ditch system, both cities were concerned with the potential for erosion along the ditch bottom and the need for persistent turf maintenance. The solution agreed to by both cities was to redesign the corridor and add curb along this stretch of roadway to better control and convey runoff. In addition to the curb, portions of the storm sewer system will need to be modified and catch basins added to collect the drainage, among other ancillary items to facilitate this change. This solution will protect the boulevard from erosion and reduce the long-term maintenance burden. Amont of this portion: $89,594.55 2. At CR 116, the contractor encountered Hennepin County fiber optic lines that were in conflict with the proposed signal poles and control cabinet on the west side and the proposed right turn lane on the east side. In order to construct the project as planned, the fiber optic lines and vaults will need to be relocated. Amont of this portion: $12,046.71 3. At CR 101, where the new trail extends west along Hackamore, the slopes at the backside of the new trail ended up steeper than originally planned to avoid impacts to the existing wetland. To mitigate the safety concerns, an ornamental wrought iron style fence is Agenda Attachment Item: 7m1. 2 proposed, meeting the City of Corcoran standards for this type of application. Amont of this portion: $10,630.00 Estimated Project Costs & Funding Review The as bid/awarded construction cost was $5,445,445.00 and with prior Change Orders No. 1 & 2, the contract amount was increased to $5,495,243.10. With Change Order No. 3 in the amount of $112,271.26, the revised contract amount will then be $5,607,514.36. At the time of the bid award, the estimated project cost of 7,287,000 included not only overhead costs but a 10% construction contingency in the amount of $544,544. The total amount of the change orders, including the current one, is $162,069.36. Even with the additional engineering work required with the design changes, the total will not result in an exceedance of the construction contingency amount. In review of the current status of the project and costs incurred to date, we estimate the project is actually running under the original bid amount. We had conservatively included bid items to address potential unsuitable soils but did not encounter them to the extent planned for in the original contract. Recommended Action A motion to approve Change Order No. 3 for the Hackamore Road Project in the amount of $112,271.26. Construction Contract Cost With Change Orders 1 & 2 $5,495,243.10 + Change Order Number 3 Amount $ 112,271.26 Updated Construction Contract With All C/O’s $5,607,514.36 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Kent Torve, PE City Engineer Project/File: 227705275 Date: May 14, 2024 Subject: Quote Pricing – NE Corcoran Trunk Infrastructure Valve Purchase Council Action Requested We are requesting that the City Council review the quotes provided for purchasing 16” and 20” butterfly valves for the NE Corcoran Trunk Infrastructure project and approve with purchasing of valves from Ferguson Waterworks. Project Description The project includes installing both trunk watermain and raw water lines between the Bellwether development, the new water treatment plant, and the new water tower. The potential for extended lead times for large 16” and 20” valves caused the city to look into purchasing these valves ahead of awarding the full bid to ensure that the procurement of these valves would not delay construction of the project. The quotes were to purchase the five-16” valves and four-20” valves on the project. Construction Bid Results Suppliers were given until Friday, May 10 to submit quotes for supplying the valves. There was a total of 2 quotes received with a third supplier declining to provide pricing on the valves. The following summarizes the results of the quotes received: Lowest Ferguson Waterworks $50,403.87 2nd Core & Main $54,565.00 Pricing for the valves was received without any alternates with the lowest quote being received from Ferguson Waterworks at a price of $50,403.87. As we received qualified quotes on these materials, they would be eligible for reimbursement from the grant funding on the project. Agenda Item: 7n. May 14, 2024 Kevin Mattson, PE, PW Director Page 2 of 2 Reference: Quote Pricing – NE Corcoran Trunk Infrastructure Valves Engineer’s Recommendation We recommend awarding the quote for the valve purchase to Ferguson Waterworks in the amount of $50,403.87 STANTEC CONSULTING SERVICES INC. Steven Hegland, PE Project Engineer Attachments: ·Quotes Received STAFF REPORT Agenda Item: 7o. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Special Election Options Action Required Direction and Approval Summary On April 5, 2024, Councilmember Schultz resigned from the City Council with an effective date of April 30, 2024. Council declared a vacancy on the City Council on April 11, 2024. As the vacancy occurred prior to first date of candidate filing in the next election cycle, Minn. Stat. 412.02 requires a Special Election to fill the remainder of the term. A Special Election can take place at the next City election, or at one of the uniform election dates outlined in Minn. Stat. 205.10. The next City election is slated for November 5, 2024. The candidate filing period for the November 5 election is July 30 to August 13. When filing for the 2024 election, candidates will have to indicate if they would like to file for the special election seat with the shorter two-year term or if they would like to file for the full four-year Council seat term. Council appointed an interim councilmember to temporarily fill the vacant council seat at the April 25 Council meeting. The interim councilmember will serve through the canvassing of the General Election in November 2024. The candidate who is declared the winner in the Special Election, would be sworn in at the next meeting after the certificate of election is provided to the candidate. Election certificates are provided after election day canvassing which happens between the third and tenth day following an election. Financial/Budget The statewide primary and general elections costs are in the 2024 budget. Options 1.Select November 5, 2024, as the Special Election date. Recommendation Staff recommends scheduling the Special Election on November 5, 2024. Council Action Consider a motion to set the Special Election date as November 5, 2024. Attachments N/A MEMO TO: JAY TOBIN FROM: VICKI HOLTHAUS, ABDO FINANCIAL SOLUTIONS SUBJECT: 2023 YEAR-END TRANSFERS DATE: MAY 15, 2024 BACKGROUND Annually, the City Council considers the approval of transfers necessary to close out year-end. In May of 2023, the City issued General Obligation Improvement Bonds to finance City Center Drive Street & Private Development Property Grading Portion, Horseshoe Road, Hackamore Road, and water system improvements. A construction fund (Fund 434) was established to account for the road improvement projects; however, certain costs for City Center Drive had been paid from Fund 408 Pavement Management prior to issuance. This Resolution approves a transfer of $327,313.12 to reimburse for preliminary costs. Further, in 2022, the City sold the St. Therese property and recorded $670,557.00 of proceeds in Fund 408 Pavement Management. The City’s long-term financial plan identifies the proceeds from the St. Therese property sale in Fund 401 Long Range Capital Planning. This Resolution approves a transfer of $670,557.00 to align with the City’s long-term financial plan. RECOMMENDATIONS We recommend the City Council approve the proposed Resolution which will allow for a one-time transfer of $327,313.12 from Horseshoe Bend, Hackamore Road, and City Center Project (434) to Pavement Management (408), and $670,557.00 from Pavement Management (408) to Long Range Capital Planning (401). ATTACHMENTS 1. Resolution 2024-60 Approving 2023 Transfers Agenda Item: 7p. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-60 Page 1 of 2 Motion By: Seconded By: RESOLUTION APPROVING 2023 TRANSFERS WHEREAS, in May of 2023 the City issued $25,545,000 of General Obligation Bonds for the purpose of financing certain road and water system improvements; and WHEREAS, the City incurred $327,313.12 of cost related to the City Center and 79th place project prior to the issuance of the bonds; and WHEREAS, preliminary costs associated with this project were paid from Fund 408 Pavement Management; and WHEREAS, in 2023, the City established a construction fund (Fund 434) to account for the receipt of the 2023 bond proceeds, along with ongoing costs related to this project; and WHEREAS, the City wishes to transfer $327,313.12 of the bond proceeds to Fund 408 to reimburse for costs previously incurred; and WHEREAS, the City received $670,557.00 from the sale of the St. Therese property in 2022; and WHEREAS, the proceeds from the sale were recorded in Fund 408 Pavement Management; and WHEREAS, the City’s long-term financial plan has modeled the revenue from this sale in Fund 401 Long Range Capital Planning; and WHEREAS, City Management and the City Council wish to reallocate the funds to the Long Range Capital Planning Fund; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council hereby approves the following: •A one-time transfer from Fund 434 Horseshoe Bend, Hackamore Road, and City Center Project to Fund 408 Pavement Management in the amount of $327,313.12; •A one-time transfer from Fund 408 Pavement Management to Fund 401 Long Range Capital Planning in the amount of $670,557.00; VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Vehrenkamp, Dean Vehrenkamp, Dean Agenda Attachment Item: 7p1. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-60 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 21ST day of May, 2024. ________________________________ Tom McKee -- Mayor ATTEST: City Seal ____________________________________ Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-61 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING 1 DAY TO 4 DAY TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Liquor License is granted effective for the dates as indicated, to the following Licensee, provided appropriate application and insurance documents. LICENSEE LICENSE LICENSE EFFECTIVE DATE Archdiocese of St. Paul and Minneapolis Location: St. Thomas the Apostle Church* 20000 County Road 10 Corcoran, MN 55340 1 Day to 4 Day Temporary On-Sale Liquor License August 18, 2024 *Restricted use (purchasing and consuming) on parish grounds. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May, 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk Agenda Item: 7q. STAFF REPORT Agenda Item: 7r. Council Meeting May 21, 2024 Prepared By Deputy Director Burns Topic Waiver Request for Amplified Sound – 7205 Brockton Lane, Lions Park. 2022 Corcoran Country Daze Action Required Approval Summary Northwest Area Jaycees is requesting a wavier for amplified sound at Corcoran Lions Park, 7205 Brockton Lane for Corcoran Country Daze on Friday, August 16 and Saturday, August 17, 2024. Request is for amplified live music until 12:00 A.M. on Friday, August 16, and Saturday, August 17, 2024. The Northwest Area Jaycees is primary host of the annual Corcoran Country Daze. This is a community focused event and fund raiser for the non-profit Northwest Area Jaycees. At this point the application was approved as submitted by the operations group of Public Safety, Code Enforcement and Public Works. Financial/Budget N/A Options Authorize a waiver for amplified sound until 12:00 A.M. on Friday August 16, and Saturday, August 17, 2024. Deny a waiver for amplified sound until 12:00 A.M. on Friday August 16, and Saturday, August 17, 2024. Council Action Authorize a waiver for amplified sound until 12:00 A.M. on Friday, August 16, and Saturday, August 17, 2024 Attachments 1.Event Application Page 1 of 4 Corcoran Police Department 8200 County Road 116 Corcoran, MN 55340 Phone (763) 420-8966 Fax (763) 420-8965 EVENT REQUEST Public Event Private Event In an effort to meet your security needs, we ask that you read t he attached City of Corcoran Event Policy. Then fully complete and submit the application at least sixty (60) days prior to your event. Name of Event: Location of Event: Date(s) of Event: Event Sponsor: Event Website: Main Contact Name: Cell Phone No. Main Contact Email Address: Event Day on site contact: Cell Phone No. Expected Attendance: Event Starting Time: Event Ending Time: Officers Requested: Yes No Security Starting Time: Security Ending Time: Number of Officers Requested: Licensed Officers: Reserve Officers: Security Provided by: Corcoran Police Private Both CPD / Private Private Security Info. Name: Contact Person: Phone No. Agenda Attachment Item: 7r1. Page 2 of 4 POLICE DEPARTMENT YES NO 1. Does this event involve the sale or availability of alcoholic beverages to the public? If YES you must obtain a temporary liquor license through City Hall. 2. Do you anticipate any medical support, security or traffic control services will be required? 3. Will this event affect traffic in the area? If YES, explain how traffic will be affected? 4. Does this event involve a moving route (parade, race, run/walk, etc.) of any kind, along streets, trails or sidewalks? If YES, attach a map or sketch of your proposed route, indicate the direction of travel and/or provide a written narrative to explain your route. 5. Will this event involve outdoor music? If YES, please describe: 6. Will this event involve any noise requiring exception to the noise ordinance? If YES, please describe: 7. Will this event be on or adjacent to any body of water? If YES, has Water Patrol been notified? FIRE DEPARTMENT YES NO 8. Will there be a pyrotechnics (fireworks) display? If yes, you must apply for a permit from City Hall 30 days prior to the event 9. Is this event likely to involve a tent more than 200 sq. ft. or a canopy more than 400 sq. ft.? If YES, estimate number of tents and sizes: 10. Does the proposed event plan to use propane? If YES, for what and where? CITY AND BUILDING CODES 11. Will there be any temporary electrical wiring or generators used? If yes, you must apply for an electrical permit from the Sate MN Labor / Industry 763-241-2102 (Generators must be surrounded by barriers with a fire extinguisher readily available.) 12. Will there be a need for portable toilet facilities? 13. Does this event involve any hanging banners or signage? If yes, you must apply for a sign permit from City Hall 14. Does this event involve animals? If YES, please describe: 15. Does this event involve amusement attractions (carnival rides, inflatable’s, dunk tanks, etc.) If YES, please describe: 16. Will any food or beverages be available or sold at the event? If YES, provide a Hennepin County food permit 17. Will any part of this event be held on city of public property? If YES, please describe: Page 3 of 4 All requests for contractual police services are subject to approval by the Chief of Police or his/her designee. Request must be a minimum of two (2) hours per officer and cancellation with less than twenty-four (24) hours notice will require a charge of two (2) hours per scheduled officer payable by the requesting business or organization. The requesting business will be billed by the City of Corcoran payable within fifteen (15) days of receipt of invoice. Any charges for future court proceedings that result from the reque sted service will be billed to the requesting business. It is understood that the s ervices requested are in addition to police services normally provided and not in lieu thereof, and that officers assigned are not subject to direct supervision or control by the requestor, but will coordinate with the event organizers. THE REQUESTING BUSINESS FURTHER AGREES TO WAIVE ANY AND ALL CLAIMS AGAINST THE CITY OF CORCORAN, ITS POLICE DEPARTMENT AND OFFICERS FOR ANY FORM OF DAMAGE OR INJURY RESULTING OUT OF THE SERVICES PROVIDED OR REQUESTED HEREIN. Applicant Signature ____________________________________ Date _____________________ __________________ __________________ _________________ Mayor City Administrator Police Chief OFFICE USE ONLY Application □Approved as Submitted □ Approved See Below □ Denied See Below □Corcoran Police □Fire Department □Building Inspector □Road Closure Granted □Noise Ordinance Exception Granted □Off-Premise Alcohol Allowed □ ____Police Officers Required □____Other City Staff Comments ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ Page 4 of 4 Corcoran Police Event Policy The Corcoran Police Chief will authorize security for all City, Public and Private Events based on the number of expected people, type of activity, and experience as described below. Type of Events City Event – An event fully or partially sponsored by the City of Corcoran Public Event – An event open to the public Private / Other Event – An event closed to the public or outside of normal business When Security is Required City Event – When requested by City Officials Public events – anytime alcohol is served - or crowds exceeding or expecting to exceed 500 - or where public safety or health is concerned Private Events / Other – Outside of normal business when alcohol is served. (This policy does not affect private residents.) Level of Security Required The Chief of Police will determine the number of uniformed officers working at each event - If alcohol is served a minimum of: One (1) licensed police officer and two (2) reserve police officers Sponsor may request additional officers to be supplied upon availability Sponsor may hire qualified private security subject to the Chief of Police approval, requires thirty (30) days notice Or other levels of security as determined by the Chief of Police Sponsor’s Requirements Submission of completed application form to the Chief of Police sixty (60) prior to the event Receive approved application from Chief of Police Any other requirements determined by the Chief of Police Police Department Promptly notify sponsor of approval or denial of application Requirements Notify sponsor of any additional requirement(s) Attempt to meet all the needs of the applicant Rates of Compensation City Events – No Cost Public and Private Events – Licensed Police Officer $100.00 per hour Reserve Police Officer $30.00 per hour City Holidays $125.00 per hour Payment Payment for Corcoran Officers made directly to: City of Corcoran within fifteen (15) days of invoice. City of Corcoran may require an escrow account as part of the application. Funds paid for Reserve Police Officers go to the fund for training and equipment of the Reserve Program and not the individual reserve officer Officers Duties Attempts will be made to accommodate sponsor’s special requests; however, responsibility for duty assignments remain with the officer-in-charge of the event Special Notes Only uniformed police and fire personnel are to direct traffic on City, County and State roads Policy Approval Passed by the Council of the City of Corcoran, Hennepin County, Minnesota, the 27th day of April, 2000, updated the 26th day of October, 2006. STAFF REPORT Agenda Item: 7s. Council Meeting May 21, 2024 Prepared By Deputy Director Burns Topic Waiver Request for Amplified Sound – 7205 Brockton Lane, Lions Park. 2024 Hamel Rodeo Action Required Approval Summary Hamel Rodeo is requesting a Wavier for amplified sound at Corcoran Lions Park 7205 Brockton Lane on Thursday, July 11, Friday, July 12, Saturday, July 13, and Sunday, July 14, 2024. Request is for amplified sound until 12:00 A.M. on Thursday, July 11, Friday, July 12, Saturday, July 13, and Sunday, July 14, 2024. Anticipated event completions are around 10:00 P.M. but applicant is asking for exemption until 12:00 A.M. for unforeseen weather or mechanical delays. If an event is cancelled due to weather, waiver would apply to the scheduled makeup date. Hamel Rodeo was established in 1981 and is run by five local non-profit groups with 100 percent of the proceeds shared among these organizations to better the local community. If approved, gathering may be shut down for public safety reasons or exceeding past the approved time. At this point the application was approved as submitted by the operations group. Financial/Budget N/A Options Authorize a waiver for amplified sound until 12:00 A.M. on Thursday, July 11, Friday, July 12, Saturday, July 13, and Sunday, July 14, 2024. Deny a waiver for amplified sound until 12:00 A.M. on Thursday, July 11, Friday, July 12, Saturday, July 13, and Sunday, July 14, 2024. Council Action Authorize a waiver for amplified sound until 12:00 A.M. on Thursday, July 11, Friday, July 12, Saturday, July 13, and Sunday, July 14, 2024. Attachments 1. Event Application Page 1 of 4 Corcoran Police Department 8200 County Road 116 Corcoran, MN 55340 Phone (763) 420-8966 Fax (763) 420-8965 EVENT REQUEST Public Event Private Event In an effort to meet your security needs, we ask that you read t he attached City of Corcoran Event Policy. Then fully complete and submit the application at least sixty (60) days prior to your event. Name of Event: Location of Event: Date(s) of Event: Event Sponsor: Event Website: Main Contact Name: Cell Phone No. Main Contact Email Address: Event Day on site contact: Cell Phone No. Expected Attendance: Event Starting Time: Event Ending Time: Officers Requested: Yes No Security Starting Time: Security Ending Time: Number of Officers Requested: Licensed Officers: Reserve Officers: Security Provided by: Corcoran Police Private Both CPD / Private Private Security Info. Name: Contact Person: Phone No. Page 2 of 4 POLICE DEPARTMENT YES NO 1. Does this event involve the sale or availability of alcoholic beverages to the public? If YES you must obtain a temporary liquor license through City Hall. 2. Do you anticipate any medical support, security or traffic control services will be required? 3. Will this event affect traffic in the area? If YES, explain how traffic will be affected? 4. Does this event involve a moving route (parade, race, run/walk, etc.) of any kind, along streets, trails or sidewalks? If YES, attach a map or sketch of your proposed route, indicate the direction of travel and/or provide a written narrative to explain your route. 5. Will this event involve outdoor music? If YES, please describe: 6. Will this event involve any noise requiring exception to the noise ordinance? If YES, please describe: 7. Will this event be on or adjacent to any body of water? If YES, has Water Patrol been notified? FIRE DEPARTMENT YES NO 8. Will there be a pyrotechnics (fireworks) display? If yes, you must apply for a permit from City Hall 30 days prior to the event 9. Is this event likely to involve a tent more than 200 sq. ft. or a canopy more than 400 sq. ft.? If YES, estimate number of tents and sizes: 10. Does the proposed event plan to use propane? If YES, for what and where? CITY AND BUILDING CODES 11. Will there be any temporary electrical wiring or generators used? If yes, you must apply for an electrical permit from the Sate MN Labor / Industry 763-241-2102 (Generators must be surrounded by barriers with a fire extinguisher readily available.) 12. Will there be a need for portable toilet facilities? 13. Does this event involve any hanging banners or signage? If yes, you must apply for a sign permit from City Hall 14. Does this event involve animals? If YES, please describe: 15. Does this event involve amusement attractions (carnival rides, inflatable’s, dunk tanks, etc.) If YES, please describe: 16. Will any food or beverages be available or sold at the event? If YES, provide a Hennepin County food permit 17. Will any part of this event be held on city of public property? If YES, please describe: Page 3 of 4 All requests for contractual police services are subject to approval by the Chief of Police or his/her designee. Request must be a minimum of two (2) hours per officer and cancellation with less than twenty-four (24) hours notice will require a charge of two (2) hours per scheduled officer payable by the requesting business or organization. The requesting business will be billed by the City of Corcoran payable within fifteen (15) days of receipt of invoice. Any charges for future court proceedings that result from the reque sted service will be billed to the requesting business. It is understood that the s ervices requested are in addition to police services normally provided and not in lieu thereof, and that officers assigned are not subject to direct supervision or control by the requestor, but will coordinate with the event organizers. THE REQUESTING BUSINESS FURTHER AGREES TO WAIVE ANY AND ALL CLAIMS AGAINST THE CITY OF CORCORAN, ITS POLICE DEPARTMENT AND OFFICERS FOR ANY FORM OF DAMAGE OR INJURY RESULTING OUT OF THE SERVICES PROVIDED OR REQUESTED HEREIN. Applicant Signature ____________________________________ Date _____________________ __________________ __________________ _________________ Mayor City Administrator Police Chief OFFICE USE ONLY Application □ Approved as Submitted □ Approved See Below □ Denied See Below □ Corcoran Police □ Fire Department □ Building Inspector □ Road Closure Granted □ Noise Ordinance Exception Granted □ Off-Premise Alcohol Allowed □ ____Police Officers Required □ ____Other City Staff Comments ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ Page 4 of 4 Corcoran Police Event Policy The Corcoran Police Chief will authorize security for all City, Public and Private Events based on the number of expected people, type of activity, and experience as described below. Type of Events City Event – An event fully or partially sponsored by the City of Corcoran Public Event – An event open to the public Private / Other Event – An event closed to the public or outside of normal business When Security is Required City Event – When requested by City Officials Public events – anytime alcohol is served -or crowds exceeding or expecting to exceed 500 -or where public safety or health is concerned Private Events / Other – Outside of normal business when alcohol is served. (This policy does not affect private residents.) Level of Security Required The Chief of Police will determine the number of uniformed officers working at each event -If alcohol is served a minimum of: One (1) licensed police officer and two (2) reserve police officers Sponsor may request additional officers to be supplied upon availability Sponsor may hire qualified private security subject to the Chief of Police approval, requires thirty (30) days notice Or other levels of security as determined by the Chief of Police Sponsor’s Requirements Submission of completed application form to the Chief of Police sixty (60) prior to the event Receive approved application from Chief of Police Any other requirements determined by the Chief of Police Police Department Promptly notify sponsor of approval or denial of application Requirements Notify sponsor of any additional requirement(s) Attempt to meet all the needs of the applicant Rates of Compensation City Events – No Cost Public and Private Events – Licensed Police Officer $90.00 per hour Reserve Police Officer $30.00 per hour City Holidays $115.00 per hour Payment Payment for Corcoran Officers made directly to: City of Corcoran within fifteen (15) days of invoice. City of Corcoran may require an escrow account as part of the application. Funds paid for Reserve Police Officers go to the fund for training and equipment of the Reserve Program and not the individual reserve officer Officers Duties Attempts will be made to accommodate sponsor’s special requests; however, responsibility for duty assignments remain with the officer-in-charge of the event Special Notes Only uniformed police and fire personnel are to direct traffic on City, County and State roads Policy Approval Passed by the Council of the City of Corcoran, Hennepin County, Minnesota, the 27th day of April, 2000, updated the 26th day of October, 2006. STAFF REPORT Added Agenda Item: 7t. Council Meeting May 21, 2024 Prepared By Michelle Friedrich Topic Schedule Work Session Action Required Schedule Work Sessions Summary With future agenda items planned in the third quarter, staff recommends scheduling work sessions to allow time for Council discussion. The dates recommended for the work sessions are June 13 to review iPads, July 11 to review preliminary budget, and August 8 with the topic to be determined. Financial/Budget N/A Options 1.Authorize staff to move forward with work session topics as presented. 2.Provide different work session topics. 3.Decline to schedule work sessions on the topic. Recommendation Schedule work sessions for June 13, July 11, and August 8, at 5:30 pm to discuss topics as presented or determined at a later date . Council Action Mayor or two Council members call for work sessions on June 13, July 11, and August 8, at 5:30 pm to discuss topics as presented or determined at a later date . Attachments None Page 1 of 1 STAFF REPORT Agenda Item: 8a. City Council Meeting May 21, 2024 Prepared By Kendra Lindahl, AICP Topic PUBLIC HEARING. Easement Vacation for “Rush Creek Reserve 4th Addition” (City File No. 24-011) Action Required Approval Review Deadline: June 11, 2024 1. Application Request The applicant, M/I Homes of Minneapolis/St. Paul, LLC, has submitted a request for a vacation of the drainage and utility easement over Outlot F, Rush Creek Reserve Second Addition. These are standard easements required to be provided over all outlots until development is proposed. 2.Background The blanket drainage and utility easement shown on the preliminary plat covered all of Outlot F. The existing easement is no longer needed because new easements are being dedicated with the Rush Creek Reserve 4th Addition plat. The easement vacation will be recorded at the County with the Rush Creek Reserve 4th Addition plat. Staff has reviewed the vacation request with the City Engineer and finds that the drainage and utility easements are no longer required and have no objection to the vacation. New drainage and utility easements are provided to the City with newly platted lots and outlots within each addition. 3. Recommendation Move to adopt Resolution 2024-59 approving the easement vacation for Rush Creek Reserve 4th Addition. Attachments 1.Resolution 2024-59 approving the easement vacation for Rush Creek Reserve 4th Addition 2.City Engineer’s Memo dated May 14, 2024 3.Easement vacation exhibit 4.Rush Creek Reserve 4th Addition Final Plat City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-59 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENT FOR “RUSH CREEK RESERVE 4th ADDITION” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119-23-44-0021) (CITY FILE NO. 24-011) WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC (the “applicant”) has requested approval of an easement vacation, and; WHEREAS, the applicant has requested vacation of the existing easements on property legally described as follows: Outlot F, Rush Creek Reserve Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota. WHEREAS, the Corcoran City Council reviewed the vacation at a duly called public hearing, and; WHEREAS, notice of the public hearing was mailed to all landowners of property directly abutting the area to be vacated and all utility companies serving the area, and; WHEREAS, notice of the public hearing was published in the official newspaper, and; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the Rush Creek Reserve 4th Addition plat, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the vacation, subject to the following conditions: 1.The vacation is contingent upon approval of the Rush Creek Reserve 4th plat and dedication of new easements. 2.The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Agenda Attachment Item: 8a1. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-59 Page 2 of 2 Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk Memo To:Kevin Mattson, PE Public Works Director From:Kent Torve, PE, City Engineer Steve Hegland, PE Project:Rush Creek 4th Addition Date:May 14, 2024 Summary The vacation of the existing easement for Rush Creek Reserve has no impact on City infrastructure. Agenda Attachment Item: 8a2. 10 11 6 OUTLOT F 1 2 3 4 5 6 7 1 2 6 WALNUTLANESCALE IN FEET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATURE: DATE LIC. NO. PROJ. NO. DRAWN SURVEY Minneapolis Office 733 Marquette Ave Suite 1000 Minneapolis, MN 55402 Phone: 612-712-2000 Website:www.stantec.com CORCORAN, MINNESOTA Easement Vacation DANIEL J. ROEBER FEBRUARY 8, 2024 43133 193806725V601.dwg DJR 193806725 EASEMENT VACATION DESCRIPTION All the drainage and utility easements originally dedicated on the recorded plat of RUSH CREEK RESERVE SECOND ADDITION, Hennepin County, Minnesota, and now to be vacated, which lie within all of Outlot F, said plat. 2000 100 Easement Vacation Area Agenda Attachment Item: 8a3. RUSH CREEK RESERVE FOURTH ADDITION C.R. DOC. NO. _______________________ KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property: OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this ____________ day of ______________________, 20______. Signed: M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC By: John Rask, Area President STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on this day of , 20 by John Rask, Area President of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the company. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I, Daniel J. Roeber, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . ____________________________________________________________ Daniel J. Roeber, Licensed Land Surveyor Minnesota License Number 43133 STATE OF MINNESOTA COUNTY OF ____________ This instrument was acknowledged before me on this day of , 20 by Daniel J. Roeber. _____________________________(Notary Signature) _____________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE FOURTH ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor By__________________________________________________________ Clerk LAND INFORMATION AND TAX SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ____________________________, 20____________. Daniel Rogan, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _________ day of ____________________________, 20____________. Chris F. Mavis, County Surveyor by _________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE FOURTH ADDITION was recorded in this office his _________ day of ____________________________, 20____________., at _______o'clock ___M. Amber Bougie, County Recorder by ___________________________________ Deputy SHEET 1 OF 3 SHEETS Agenda Attachment Item: 8a4. 1130.85S35°53'42"W48.36S61°57'20"E 25617.67 N89°26'36"W FND 1/2 INCH IP OPENCB=N34°30'24"EΔ=18°23'00"R=525.00168.4548.95S61°57'20"ECB=S55°59'52"E Δ=11°54'57" R=325.0067.59 N48°32'46"E123.64S 4 1 ° 2 7'1 4 " E 2 9 5.0 0 S 4 2 ° 4 1'0 1"E 5 2.7 3 S57°51'32"E 51.04 S77°12'08"E53.12 S89°21'56"E 54.94 N 8 1 °2 8 '2 6 "E 5 8 .6 8 N 6 7 °2 3 '2 6 "E 5 2 .3 8 N54°04'48"E52.41N40°54'44"E51.26N27°58'49"E50.56N13°54'25"E55.99N03°54'12"W56.20N20°57'13"W174.86 N 47°57'11" W 7 5.8 8 N 4 3 ° 1 6'4 3" W118.43Δ=12°55'28"CB=N37°14'10"E2 3 2.0 0 N 4 1 ° 2 7'1 4 "W140.54 N51°53'03"W 60 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 2 1 1784.37S00°05'35"W25107.35 R =300.00 Δ =20°30'07" 2 8 0.6 3 S 4 1 ° 2 7'1 4" E 251.98R=300.00Δ=48°07'26" 42.29 S89°34'40"E 489.37R=371.04Δ=75°34'00"252525252525252525 25 25 25259.06R=323.34Δ=45°54'22"25.01Δ=2°43'46" CB=N26°43'46"E 2 5 . 0 1 Δ =2 ° 4 3 ' 4 6 " C B =N2 9 ° 2 4 ' 3 3 " E 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 125.00S48°32'46"W 124.99S42°36'21"W130.43S34°06'24"W152.49S21°17'54"WS09°34'09"W130.54124.93S00°33'24"W125.86S00°33'24"W135.51S10°47'40"E154.97S18°22'53"E186.43S25°58'06"E2 3 3 . 3 4 S 3 3 ° 3 3 '1 8 " E S 4 1 ° 0 8'3 1" E 2 1 2.1 2 136.70 S48°43'44"E 48.95 37.68 Δ=07°51'03" 60.72 Δ = 12°39'04" 1 9.2 3 OUTLOT A 6 5.0 0 5 7.0 0 5 5.0 0 5 5.0 0 2 9.4 0 88.89 51.65 6 5.0 0 5 7.0 0 5 5.0 0 5 5.0 0 3 3.5 6 Δ = 0 5 ° 5 5'0 0" 55.72 Δ =09°49'20" 74.73 89.44 1 0 .6 9 55.16Δ=09°43'28" 76.55Δ=13°29'42"51.99 Δ=09°09'56"10.4431.85 99.05 82.67 57.00 79.12 74.03 81.12 92.68 52.00 10 10 10 10 10 10 10 10 25.17Δ=03°38'31"5 2 .9 5 Δ =0 7 °3 9 '3 8 " 5 2 .2 8 Δ =0 7 °3 3 '4 9 " 5 2 .2 7 Δ =0 7 °3 3 '4 5 " 5 2 .2 7 Δ =0 7 °3 3 '4 2 "52.27Δ=07°33'42"52.27Δ=07°33'42"182.85Δ=26°27'12"66.90106.45352.82Δ = 0 8°3 5'10" 4 8.70 6.48120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.00N48°32'46"E120.02N41°37'07"E120.06N22°39'50"E120.10N02°55'53"E120.00N00°30'11"E120.00N15°49'58"W1 2 0 . 0 0N29 ° 1 2 ' 5 5 "W1 2 0.0 0 N 4 2 ° 3 6'2 9" W 120.00 N55°42'14"W 120.00N68°26'26"W 120.00 N84°41'47"W 6 5.0 0 5 5.0 0 6 5.0 0 5 5.0 0 3 4.1 5 6 5.0 0 5 5.0 0 6 5.0 0 5 5.0 0 5 5.0 0 Δ = 0 6°5 3'59" 3 3.12 Δ=18°57'26" 90.99 Δ=19°44'17"94.74 12.14Δ=02°31'44"42.29 5.61Δ=00°55'42" Δ =1 5 °2 4 '2 6 " 9 3 .0 5 Δ =1 3 °2 0 '0 0 " 8 0 .5 3 Δ=13°20'30"80.58Δ=13°02'49"78.80Δ=12°48'20"77.34Δ=06°42'14"40.49Δ=09°33'07"49.7494.35Δ=18°07'14"1 2 0 .1 4 S 7 7 °1 2 '4 0 "W EastlineofOUTLOTF,RUSHCREEKRESERVESECONDADDITION10 10 10 10 1515151560 Drainage&UtilityEasementDrainage&UtilityEasementDrainage&UtilityEasementDrainage &Utility Easement 2 1 15 15 1515N 8 5 °3 1 '1 0 "E 8 0 .6 0 N 86°05 '23"E 5 7.17 N88°57'23"E 73.41 N 8 5 °0 6 '5 4"E 6 8 .0 6 N89°27'27"E 74.95 N 6 9 °0 9 '3 8 "E 7 3 .1 4 N41°00'34"E73.546 9.9 4 7 6 . 2 8 40.7637.0429.1526.532 2 .0 815.1 9 Drainage & Utility Easement over all of Outlot A Drainage & Utility EasementDrainage & Utility Easement 7 9 T H A V E N U E 79THAVENUEΔ=17°04'36"103.8225 25 6 . 6 2 S 8 9 ° 3 1 ' 1 9 "ERUSH CREEK RESERVE FOURTH ADDITION C.R. DOC. NO. _______________________ SHEET 2 OF 3 SHEETS BEARING ORIENTATION BASED ON THE EAST LINE OF OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION WHICH HAS AN ASSUMED BEARING OF SOUTH 00 DEGREES 05 MINUTES 35 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON PIPE MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES 1/2 INCH IRON PIPE MONUMENT, GRAPHIC SCALE IN FEET 0 50 100105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NOT TO SCALE)FOUND RLS 43133 OUTLOT B 1784.37S00°05'35"WN54°04'48"EN40°54'44"E51.26N27°58'49"E50.56N13°54'25"E55.99N03°54'12"W56.2051.13N20°57'13"W6 7 . 3 6N2 8 ° 2 5 ' 4 4 "W65.03N22°39'07"W65.03N16°52'22"W76.86N10°34'02"W65.05N04°15'39"W171.79N22°08'53"W60.95N03°34'14"W38.40 N16°55'55"E 33.02 N20°15'37"E N37°41'05"E55.003 3 . 0 2N5 5 ° 0 6 ' 3 3 " E 3 8 . 4 0N5 8 ° 2 6 ' 1 5 " E N 7 8 °5 6 '2 5 "E 6 5 .0 0 38.40S80°33'26"E33.02S77°13'44"ES59°48'16"E 55.00 33.02S42°22'48"E120.00S49°13'22"W 20.00R=61.00Δ=18°47'08"CB=S31°23'04"EN 6 8 °0 0 '3 0 "E 1 3 4 .3 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 252525 25 25 25 25 25 25 25 259.06R=323.34Δ=45°54'22"272.95R=500.00Δ=31°16'40"N00°13'39"E102.24Δ=43°23'06"R=115.0287.09S86°29'45"E61.00 S09°16'07"W61.00N03°30'15"E78.24120.00N68°26'26"W 120.00 N84°41'47"W Δ=12°48'20"77.34Δ=06°42'14"40.49Δ=09°33'07"49.7494.35Δ=18°07'14"85.53Δ=16°25'32" 9.41Δ=01°48'28" 1 2 0 .1 4 S 7 7 °1 2 '4 0 "W 1 2 0 .0 2 S 6 0 °5 2 '5 3 "W 1 2 0 .0 0 S 6 4 °2 7 '3 0 "W 1 2 0 .0 0 S 7 0 °1 4 '1 5 "W 1 2 0 .0 0 S 7 6 °0 1 '0 0 "W 1 2 0 .0 0 S 8 2 °5 0 '5 5 "W 120.00 S88°37'47"W 1 5 6 .8 4 S 6 4 °0 6 '4 6 "W 1 2 0 .0 0 S 6 4 °1 2 '0 4 "W 120.00N71°20'32"W 1 2 0 . 0 0 N 3 3 ° 1 7 ' 1 7 "W120.00N11°10'07"E5 0 . 4 8Δ=0 5 ° 3 0 ' 3 3"52.95Δ=05°46'45"52.96Δ=05°46'45"62.60Δ=06°49'54"52.97Δ=05°46'52"14.64Δ=01°35'51"102.24118.17 S89°54'25"E 124.65 S89°54'25"E 124.90 S89°54'25"E 124.76 S89°54'25"E 121.37 S89°54'25"E Δ=18°51'30"114.65Δ=21°25'09"177.57Δ=07°31'29"62.381 9 .3 5 Δ =0 2 °2 0 '0 2 "42.6557.0057.1021.14271.5662.0062.0057.0057.0098.1942.2274.2155.3628.85 R=19.00Δ=80°57'31"234.17R=61.00Δ=219°57'14"58.48 Δ =54°55'57"47.33Δ=44°27'24"Δ=38°03'15" 40.51 Δ=38°03'15"40.51Δ =4 4 °2 7 '2 4 " 4 7 .3 3 2 7 .1 4 R =6 1 .0 0 Δ =2 5 °2 9 '4 5 "EastlineofOUTLOTF,RUSHCREEKRESERVESECONDADDITION1515151515 15 15 15 15 15 15 15 15 15 Drainage &Utility Easement Drainage&UtilityEasement2 3 Drainage & Utility Easement over all of Outlot B79THAVENUE Δ=17°04'36"103.8225 25 6 . 6 2 S 8 9 °31 ' 1 9" E 14.31S89°31'19"EBEARING ORIENTATION BASED ON THE EAST LINE OF OUTLOT F, RUSH CREEK RESERVE SECOND ADDITION WHICH HAS AN ASSUMED BEARING OF SOUTH 00 DEGREES 05 MINUTES 35 SECONDS WEST. PLUG INSCRIBED WITH "STANTEC 43133" IRON PIPE MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES 1/2 INCH IRON PIPE MONUMENT, GRAPHIC SCALE IN FEET 0 50 100105 510 BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NOT TO SCALE)FOUND RLS 43133 RUSH CREEK RESERVE FOURTH ADDITION C.R. DOC. NO. _______________________ SHEET 3 OF 3 SHEETS Page 1 of 7 STAFF REPORT Agenda Item: 8b. City Council Meeting May 21, 2024 Prepared By Kendra Lindahl, AICP Topic Sketch Plan for Domino’s pizza drive-through at 20115 and 20121 County Road 10 (PID 23-119-23-43-0003 and 23- 119-23-43-0004) (city file no. 24-018) Action Required Review and Comment Review Deadline: June 25, 2024 1. Request Strack Construction Company on behalf of College Town Pizza has submitted a request for review of a sketch plan for a new take-out only Domino’s pizza on the subject properties and asks for Council feedback. 2. Context Zoning and Land Use The two parcels combined total 0.52 acres. They are guided Commercial in the Comprehensive Plan and zoned Neighborhood Commercial (C-1). The property is in the Southeast District. The land is currently the site of the former Corcoran meat locker and the 10-50 Club. Surrounding Properties The properties to the north, east and south are also guided Commercial and zoned C-1. The property to the west is City park and is guided properties to the north are guided Parks/Open Space and zoned Public/Institutional. Natural Characteristics of the Site The Comprehensive Plan identifies no significant natural features on site. However, the west parcel is entirely in the shoreland overlay district (unnamed creek Henn_9228, which is located on the park property) and a portion of the east parcel is also in the district. Figure 1 - Aerial Image Page 2 of 7 3. Analysis Concept Plan The application shows redevelopment of the two sites with a 1,280 sq. ft. Domino’s drive-though. Restaurants are a permitted use in the C-1 District but drive-throughs are a conditional use. Figure 2 - Concept Plan The existing site is non-conforming due to structure and parking setbacks. Much of the parking for these two existing buildings was in the County Road 10 right-of-way. The concept plan shows a project that would reduce the non-conformities on site. Lot Standards and Building/Parking Setbacks The applicant will combine the two lots through a lot combination, which does not allow Hennepin County to take additional right-of-way, but the combination will eliminate parking in the County Road and improve safety. The C-1 district standards are shown in the table below: Page 3 of 7 Required Proposed Minimum lot area 0.57 acre 0.52 acres Minimum lot width 100 ft. 0 – 193 +/- feet Minimum lot depth 200 ft. 240 +/- feet Building Setbacks Front, from major roadways*100 ft. 29 ft./40 ft. +/- Front, from all other streets 25 ft. N/A Side 20 ft. N/A Rear 20 ft. 38 ft +/- Adjacent to residential 50 ft. N/A Maximum Principal Building Height 35 ft. Unknown - < 35 ft. Maximum impervious surface coverage 80% Unknown Shoreland maximum impervious surface coverage 25%Unknown Parking Setbacks Front, from major roadways*100 ft. 5 ft. Front, from all other streets 25 ft. N/A Side 10 ft. N/A Rear 10 ft.5 ft. *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2040 Roadway Functional Classification map in the 2040 Comprehensive Plan. It is not possible to redevelop the site and comply with all of the district performance standards, but the concept would: a. eliminate the legal non-conforming lots through the lot consolidation, b. eliminate the parking on the County Road and request a variance to allow a 5- foot parking setback from all property lines c. eliminate the building setback non-conformity on the west lot and request variances to reduce the building setback non-conformity on County Road 10 and County Road 50 and d. eliminate the building encroachment onto City Park property. Buildings/Architecture This building concept is unique because there is no customer access to the building. Customers will approach either the drive-through window on the south or the walk up window on the north. The applicant has conceptual renderings for the proposed building. The rendering does not provide details on the building, but it appears to be a mix of lap siding, stone, architectural panels and metal accents. Building design must comply with Section 1060.050, Subd. 1(C) which provides standards for buildings in non-residential zoning districts. A detached trash enclosure is provided west of the building with doors facing north. This appears to comply with the standards in Section 1060.020, but additional details are required. Page 4 of 7 Figure 3 - rendering Signage The plans show a Domino’s sign on the east facing canopy and two logo signs over the north and south canopies. There is an additional logo in a window above the Domino’s sign. The site is only allowed one sign at the primary entrance not to exceed 10% of the primary building face. o The building is unique in that it does not have a customer entrance. The west elevation appears to be the primary elevation and the logo signs on the north and south would not be permitted unless a variance was requested and granted. Interior window signs do count against the allowed sign area but cannot exceed 25% of the window area. The window sign appears to comply. No menu boards are shown on the concept, but the code allows two menu boards, not to exceed 36-square feet per board. No more than 20% of the total area of the sign may be utilized for business identification. Menu boards may be internally illuminated. No freestanding sign is shown on the plans, but site is permitted one free standing sign up to 64 sq. ft. in are and 16 feet high. All signs must be 10 feet from property lines. Parking and Drive Aisles Section 1060.060 requires that parking and drive aisles must be setback 100 ft. from County Road 116 and County Road 30 and 10 ft. from the side and rear property lines. Page 5 of 7 The applicant is showing a 5-foot setback from all property lines. The applicant would need to apply for a setback variance. Section 1060 of the Zoning Ordinance establishes the minimum number of parking spaces required based on the gross sq. ft. of floor area for each land use. Restaurants of this size require a minimum of 6 parking stalls. The plans show 14 parking stalls, which appears to be adequate for employees and walk-up window customers. The drive-through lane would require two variances: To allow a 5-foot setback from County Road 10 where 100 feet is required and From Section 1060.060, Subd. 12, which prohibits drive-through lanes between the building and a public street. There would not be adequate space or appropriate access for the drive-through on the west lot line. Landscaping The site is subject to the landscape standards in Section 1060.070 which requires the following: One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, whichever is greater. This would require one tree based on building size or approximately 14 based on site perimeter. One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. of site perimeter, whichever is greater. This would require an additional 40 shrubs based on building size or 23 based on site perimeter. Section 1060.060 requires that parking areas with four or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least three ft. shall be provided to screen vehicle headlights. It appears that there is adequate space to provide the required shrubs, but the applicant will need to work with a qualified landscape architect to ensure that required trees can be planted in a location where they can thrive long-term. Buffer Yard Buffer yards are not required because the site is not adjacent to residential property. Access/Streets The plan shows one access point onto County Road 10. This replaces the two existing access points on County Road 10 and two on County Road 50. This access must be reviewed and approved by Hennepin County. The City has initiated a feasibility study at the applicant’s request to understand traffic generation for the concept plan. The attached engineer’s memo provides additional comments on this plan. Page 6 of 7 This is a concept plan, so no official comments have been provided by Hennepin County. However, the applicant and staff have corresponded with County staff who generally indicated support for the concept and noted that there is a long term vision for a roundabout at the intersection of County Road 10/50 and the plans would appear to accommodate that vision. Additionally, they encouraged the applicant to think about pedestrian connectivity. Staff supports pedestrian connections but believes that the on-road trails planned on the County Roads offer the best opportunities for pedestrian connections on this site. However, the sidewalk at the edge of the large green space could be extended to the west drive lane for a potential future connection to City Park. This connection would require a bridge of the creek in City Park and would need to be coordinated with the park master planning efforts. Utilities The site is located within the MUSA boundary and will be served by sewer and water. City sewer and water are approximately 200 feet west of the property and must be extended to serve the site. Stormwater The site is less than one acre and is not anticipated to trigger City, watershed or MPCA stormwater improvements, but an erosion control plan will be required. Parks and Trails The Comprehensive Plan shows on-road trails on County Road 10 and County Road 50 that would be constructed when the County improves those streets in the future. The Three Rivers Park Diamond Lake Trail is planned to connect through City Park. Park dedication credit will not be required because this is not a subdivision. Public Safety Public Safety Committee reviewed the plans and provided attached letter regarding access and fire code issues. Summary This is a challenging redevelopment site, but the applicant’s concept eliminates many existing non-conformities. If the Council supports the concept plan, the applicant would submit the following applications: 1. Lot Consolidation (Administrative Approval) 2. Application for Variances, Conditional Use Permit and Site Plan Approval Page 7 of 7 4. Recommendation Staff recommends that the City Council review and discuss the sketch plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments 1. Site Location Map 2. Concept Site Plan received April 26, 2024 3. Project Renderings received April 26, 2024 4. City Engineer Memo dated May 14, 2024 5. Public Safety Memo dated May 1, 2024 Hennepin County Property Map Date: 5/15/2024 Comments:PARCEL ID: 2311923430004 OWNER NAME: Peggy J Skelly PARCEL ADDRESS: 20115 Co Rd No 10,Corcoran MN 55340 PARCEL AREA: 0.27 acres, 11,703 sq ft A-T-B: Torrens SALE PRICE: $174,400 SALE DATE: 03/2004 SALE CODE: Excluded From Ratio Studies ASSESSED 2023, PAYABLE 2024 PROPERTY TYPE: Residential HOMESTEAD: Homestead MARKET VALUE: $255,000 TAX TOTAL: $3,697.22 ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Residential HOMESTEAD: Homestead MARKET VALUE: $156,000 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 not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2024 1:4,800 Agenda Attachment Item: 8b1. REBECCA PARK TRAILCOUNTY HWY 10480'16'285'25'PICK-UPWINDOWDRIVE THRUWINDOW10DO NOTENTER9'10.25'16'15'12'12'5'R15'R12'R5'21'13.083.1520.31TrackWidth::Steering AngleLock to Lock Time::feetFord F-150 Crew Cab 201535.06.06.506.66SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051765.00\DWG\0051765C-SITE8.DWG 02/20/2024CORCORAN, MN CORCORANDOMINO'SSITECONCEPT 5 XX/XX/XXXX/XX/XXXX/XX/XX . . . XX/XX/XX 715 15TH AVE NEST. JOSEPH, MN 56374 ......NOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'#### #### #### #### #### #### #### #### #### #### 20' 4' or 2'PROJECT NUMBER: 0051765.00BLDG AREA(SF)6PARKINGREQUIREDPARKINGPROVIDED1,280RESTAURANTEXISTING/PROPOSED USEREQUIREDPARKINGRATIO5/1,00014SITE DATA CHARTAgenda Attachment Item: 8b2. Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION STRACK CONSTRUCTION CO. INC. 715 15TH AVE NE, ST. JOSEPH, MN 56374 320-251-5933 WWW.STRACKCO.COM 5/3/2024 11:36:48 PMA800 ARCHITECTURAL RENDERINGS KMT AUTHOR 05/03/2024 358_202420115 COUNTY RD 10CORCORAN, MN 55340SCHEMATIC DESIGN 05/03/2024DOMINO'SSHELLREVISION SCHEDULE NO. DESCRIPTION DATE Agenda Attachment Item: 8b3. Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE, City Engineer Steve Hegland, PE Project: Dominos Concept Review Date: May 14, 2024 Exhibits: This Memorandum is based on a review of the following document: 1.Site Concept 5 – Corcoran Dominos by Westwood Professional Servies Dated 2/20/2024 Comments: General: 1.In addition to engineering related comments, the proposed plans are subject to additional planning, zoning, land-use, and other applicable codes of the City of Corcoran. 2.An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 3.The project is at the western portion of the “Y” intersection of County Road 10 and County Road 50. 4.The proposed project leaves the triangle near the intersection open for improved sight lines as well as Hennepin County could consider future land acquisition if needed for intersection improvements. 5.The existing buildings and uses may extend beyond the property boundary into the City Park land. The removal and cleanup of these facilities, including any environmental investigations shall be the responsibility of the applicant. Transportation 6.A Feasibility Study for this project is being conducted to understand the traffic generated from this facility. 7.The internal drive aisles will be private drives. Delivery vehicle length to the facility shall be identified and turn movements for that vehicle shall be provided within the site. Hennepin County will not allow any loading or unloading from the adjacent roadways. 8.The applicant is proposing to reduce the existing four access points and parallel/angled parking on County Road 10 and will access the facility from one access point in the southwest corner of the site. This access and layout is a significant improvement over the current conditions. 9.Public Safety should review and comment on the size and layout of the internal drive aisles. 10. The business plan requires that users order from their phones prior to picking up their pizza’s so vehicles will not be required to queue to order. Additionally, the site provides for a bypass lane for vehicles to drive around any vehicle queueing to pick up their order. Grading /Stormwater 11. The total size of the site is less than 1-acre so it is not anticipated to trigger any City of Corcoran, Watershed or MPCA stormwater improvements. If the disturbance area changes or the site Agenda Attachment Item: 8b4. May 2024 Dominos Concept Kevin Mattson Page 2 of 2 disturbance is enough to trigger stormwater compliance, the applicant shall be required to meet those standards. 12. An erosion control plan will be necessary with the construction drawings. A permit for erosion and sediment control review may be required with the Elm Creek Watershed Management Commission. 13. The site should be reviewed to ensure no wetlands are present within the site. If present, the site plan should meet all applicable City and WCA regulations. 14. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the City Engineer. Watermain/Sanitary Sewer 15. Sewer and water are available approximately 200’ west which would service the property. 16. An encroachment agreement will likely be necessary to route the utility services through the park. 17. The utilities are routed in an approximate north-south orientation through the park. It is anticipated the utility services will be directionally drilled to avoid impacts to the ballfield and park. 18. The sewer connection should be made to a manhole as this is a trunk sanitary sewer. End of Comments Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@corcoranmn.gov / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: May 1, 2024 Re: City File 24-018 Domino’s Concept Plan A Public Safety plan review meeting was held on May 1, 2024, to review the submitted application for the Domino’s Concept Plan. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Pritchard, Planning Technician Klingbeil, and Planner Davis McKeown. The comments below are based on the preliminary review of the concept plan and are intended as initial feedback. Further plan review will need to be completed as construction plans are finalized. 1.With the current site design, a fire truck will not be able to enter the site. However, standing could be provided from the county roads. 2.There likely will be no sprinkler requirement for the building, but they would be required to have an audio/visual alarm due to the kitchen hood. Agenda Attachment Item: 8b5. Page 1 of 9 STAFF REPORT Agenda Item: 8c. City Council Meeting May 21, 2024 Prepared By Kendra Lindahl, AICP Topic Sketch Plan for “Oswald Business Park” at 19510 County Road 30 (PID 12-119-23-23-0001) (city file no. 24-003) Action Required Review and Comment Review Deadline: June 6, 2024 1. Request United Properties has submitted a request for review of a sketch plan for a business park on the Oswald property at 19510 County Road 30 and asks for Council feedback. 2. Context Zoning and Land Use The 76.89-acre site is guided Business Park in the Comprehensive Plan and zoned Business Park (B-P). This is the only parcel of land guided Business Park in the 2040 Comprehensive Plan. The land is currently farmed. The site is located within the Metropolitan Urban Service Area (MUSA) in phase I of the sewer staging plan. The site is also subject to the Northeast District Design Guidelines. Surrounding Properties All surrounding properties are located within the MUSA and Northeast District. The properties to the north are guided Existing Residential and Low Density Residential (Bellwether) and zoned Urban Reserve (UR) and Planned Unit Development (PUD). Properties to the east are guided Mixed Use and zoned General Mixed Use (GMU). Properties to the south, across County Road 30, are guided Mixed Use and zoned UR district. Properties to the west are guided Mixed Use, zoned GMU and a development application for Hope Community is in process. Figure 1- Northeast District Plan Page 2 of 9 Natural Characteristics of the Site The Natural Resources Inventory (NRI) map identifies a disturbed woodland in the northeast portion of the site. The Parks and Trails map shows that same area as part of the Greenway Corridor. There are no wetlands shown on the property, but a notice of determination will be required. 3. Analysis Concept Plan The application shows four large buildings totaling 592,000 square feet. The plans show development of the western two-thirds of the site and the remainder will be retained for future development. Figure 2 - Concept Plan The plan shows a new public street, truck docks, stormwater ponding and public plazas on the north to buffer the buildings from the homes on the north. The applicant intends to apply for approval of a business park development under standard zoning. “The intent of this district is to provide for the establishment of campus developments with a variety of office, low-impact manufacturing or assembly of a variety of products that create no exterior noise, glare or fumes. Uses allowed in this district are limited to those that are compatible with lower intensity residential and business uses and which have limited amounts of outside storage. Developments in this district will provide a number of amenities, including architectural controls, landscaping, preservation of natural features, etc. New development within this district will be allowed only when a full range of municipal services and facilities are available to serve the Page 3 of 9 area.” The applicant’s narrative says “ United Properties is proposing a modernized business park which offers long-term functionality and flexibility – with operationally efficient ceiling heights, efficient space demising for multiple employers, and flexible site maneuverability and parking areas that allow for a range of businesses and employee profiles, etc.” The Business Park district allows laboratories/research facilities, office, office/warehouse, wholesale showrooms and warehousing and indoor storage used in conjunction with offices or manufacturing facilities. Warehousing/distribution and indoor storage as a principal use is not permitted in the BP district. Warehousing/distribution is not defined in the City Code, but the NAICS (North American Industry Classification System) code for general warehousing and storage is 493110 and describes it as “This industry comprises establishments primarily engaged in operating merchandise warehousing and storage facilities. These establishments generally handle goods in containers, such as boxes, barrels, and/or drums, using equipment, such as forklifts, pallets, and racks. They are not specialized in handling bulk products of any particular type, size, or quantity of goods or products.” The City would need to continue to work with the developer to ensure that the ultimate users would conform to the BP district standards. It is possible that some potential tenants would fall into the Light Industrial zoning classification and would not be permitted in this project. Lot Standards and Building Setbacks The property will be required to be platted to accommodate new public streets, but no internal lot lines are shown on the plans. The lots would need to comply with the BP district standards shown in the table below: Required Minimum lot area 1 acre Minimum lot width 100 ft. Minimum lot depth 200 ft. Setbacks Front, from major roadways 100 ft. Front, from all other streets 50 ft. Side 20 ft. Rear 20 ft. Adjacent to residential 50 ft. Maximum Principal Building Height 45 ft. Maximum impervious surface coverage** 70% The buildings appear to comply with the minimum setback requirements from front lot lines, but internal lot lines are not shown on the concept plan. A variance will be requested to allow a zero setback for internal parking and loading areas and this is discussed in the parking section of the staff report. Page 4 of 9 Buildings/Architecture The applicant has not provided any architectural details for the proposed buildings but has provided some conceptual renderings and example elevations. Building design must comply with Section 1060.050, Subd. 1(C) which provides standards for buildings in non-residential zoning districts. Additionally, the applicant must comply with the Northeast District standards for materials and be designed to break up long elevations. Parking and Drive Aisles Section 1060.060 requires that parking and drive aisles must be setback 100 ft. from County Road 116 and County Road 30, 50 feet from new public streets and 10 ft. from the side and rear property lines. The applicant is proposing a 50 ft. front setback for parking and drive aisles along the County roads. A parking setback reduction from 100 feet to 50 feet along County roads is permitted by right by Section 1060.070, Subd. 2.L. if additional landscaping is provided. The applicant will likely create a lot for each of the buildings and request a zero setback for shared parking, loading or drive aisles (depending on which concept comes forward). This will require a variance. This type of zero setback in a business park is common (and is allowed in the GMU district), but the Council should provide feedback on the potential variance. In lieu of the variance, the applicant could request an ordinance amendment to allow a zero setback for developments such as this. Section 1060 of the Zoning Ordinance establishes the minimum number of parking spaces required based on the gross sq. ft. of floor area for each land use. End users have not yet been identified but the applicant will need to make some assumptions about users with the preliminary plat application to ensure adequate parking is provided. The Northeast District standards include additional parking requirements: Bike racks are required to be provided. Parking bays shall have landscape islands at each end of the parking bay and bays in excess of 15 spaces in length shall be divided by intermediate islands. Trees are required in these islands. End island must be at least 360 square feet of area and Intermediate landscape islands shall provide at least 180 square feet of planting area. A landscape buffer shall be provided between all parking areas and the public sidewalk. The buffer shall consist of shade trees, low shrubs or perennial flowers and a decorative fence or masonry wall. Plantings and parking lot screen walls or fences shall be no less than three feet and no more than four feet in height to allow views into and out of parking areas. Page 5 of 9 It does not appear that the concept plans comply with these standards. The plans would need to show compliance as part of the preliminary plat submittal. Landscaping A conceptual landscape plan is provided to show compliance with City buffer yard standards on the north and south property lines. However, the site is subject to the landscape standards in Section 1060.070 which requires the following: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, whichever is greater. This would require an additional 592 trees based on building size. - One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. of site perimeter, whichever is greater. This would require an additional 1973 shrubs based on building size. We do not have a subdivision plan with which to determine whether the requirement for trees is greatest based on building sq. ft. or site perimeter. The amount of development proposed could make placement of required landscaping difficult, especially on lots with little open space to accommodate plant material. Section 1060.060 requires that parking areas with four or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least three ft. shall be provided to screen vehicle headlights. Section 1060.060, Subd. 3(B.9) of the Zoning Ordinance prohibit off-street loading areas within 300 ft. of residentially zoned or guided property unless they are screened by an intervening building. Loading areas not requiring screening by an intervening building shall be screened from adjacent residentially zoned or guided property by the use of berms, fences, or walls to provide 100% opacity to a height of at least 10 ft. The Northeast District guidelines take these standards a step further and require Loading docks or overhead doors shall be oriented away from County Roads or residential property wherever reasonable, as determined by the City. If not reasonable and the loading docks or overhead doors are visible from County Roads or residential property, they shall be screened to 80% opacity year-round consistent with Section 1060.070 Subd. 2(J) of the City Code. The concept shows the buildings slightly more than 300 feet from the residential property to the north. The loading areas are not screened by a building. Wing walls are shown on the concept to screen these loading docks from residential properties to the north and County Road 30 on the south. Page 6 of 9 Buffer Yard In addition to the landscaping requirements noted above, Section 1060.070, Subd. 2.J.1 requires buffer yards to be provided in perpetuity. The code requires the developer to provide a Buffer Yard D on the north and south property lines because the adjacent properties to the north are zoned Urban Reserve and PUD and the properties to the south are zoned Urban Reserve. However, the code allows the Council to waive the buffer requirement when the properties are separated by a major roadway. Council has the discretion to waive the buffer requirement on the south property line because the adjacent properties are separated by County Road 30. Staff believes this waiver is appropriate. Furthermore, the amount of landscaping required on site will already necessitate significant landscaping in this area. The amount of required landscaping is significant because the applicant must provide: o Base landscaping o Buffer landscaping (30 feet on the north with a 6-foot fence and 50-feet on the south if not waived by Council) o Additional landscaping to allow a 50-foot parking setback on the south and 60-foot parking setback on the west where 100 feet is required. Stormwater ponds and bio-retention ponds are allowed in perimeter setbacks. They are allowed to encroach a maximum of 10 feet into required buffer yards. Easements shall be required over the buffer yard to protect in perpetuity. Access/Streets The Northeast District was developed in conjunction with and using funds from Hennepin County. The location of the accesses onto County roads was conceptually approved by Hennepin County as part of that plan, but Hennepin County will review those access points as part of a formal development application. The street plan developed shows four public street access points to this site The concept plans show only three of these connections. The planned public street access onto County Road 116 has been eliminated from this concept and a private drive shown in that location. The 60-foot wide north-south public street connection between County Road 30 and Bellwether is shown on the plans but is offset as contemplated to discourage cut-through traffic. Bellwether residents spoke at the Council meeting on February 8th requesting additional accesses in and out of the Page 7 of 9 development and should this project proceed, it would complete one of these planned connections. The plans show a private drive access onto County Road 116. The Northeast District plans shows this as a right-in/right-out access, but Hennepin County would have permitting authority over this access. This access could transition to a new public street from the north-south road north of the buildings to the east property line for a future connection. The plans show a 30-foot wide street in a 60 ft. right-of-way for these new public streets. This is consistent with the Northeast District standards. The attached engineer’s memo provides additional comments on this plan. A feasibility study would be completed in conjunction with the environmental review for the site. This would include a full traffic study. Utilities The site is located within the MUSA boundary and will be served by sewer and water. The applicant will be responsible for extending utilities to serve the site. The City Engineer recommends dedication of a lot within the project as future municipal water supply well. These requirements will be further evaluated as part of the feasibility study. Stormwater The applicant has proposed two stormwater ponds on the site. As part of the development review plan, the applicant would be required to comply with state, watershed and local stormwater standards. The Northeast District guidelines describe a mix of ponds, fountains and other water elements providing focal amenities should be employed within a framework of an environmentally responsible and visually pleasing strategy to manage stormwater. A stormwater management plan shall be provided by the applicant to confirm the proposed stormwater facilities are in accordance with the City of Corcoran and watershed standards. Parks and Trails Under the current ordinance, park dedication of land is required at 4% of the net pre- development area for Commercial and Industrial land or market equivalent in cash. Net acreage is not available at this time. Wetlands on site will impact the final park dedication area calculations (net and gross) which must be provided with final plat application. The park dedication may be a combination of land for the trail and cash to satisfy the park dedication requirements. Page 8 of 9 The Parks and Trails Plan map from the Comprehensive Plan identifies a proposed off- road trail along the length of the east property line. The trail would be a part of the Three Rivers Park District Diamond Lake Regional Trail. The trail shown on the plan is consistent with conceptual trail realignment being discussed as part of the Hope PUD on the west side of County Road 116. As part of that project an underpass would be constructed and then trail would move to the northern boundary of this site. The applicant must work with the City and Three Rivers Park District to ensure adequate space is provided for this underpass. This alignment on the concept plan generally keeps the trail separate from the business park but would be accessible for employees in the park via the sidewalks that are required to be constructed on the public streets. The trail would ultimately extend north through Bellwether/Amberly developments. The trail would be 10 feet wide in a 20-foot easement. Trail design must comply with the Three Rivers Park District standards. Park dedication credit would be given for the net acreage of the easement. Public Safety Public Safety Committee reviewed the plans and provided attached letter regarding access and fire code issues. Other Northeast District Standards In addition to the items previously discussed, the Northeast District requires all new developments to include at least three of the following resiliency options: xeriscaping, rain gardens/bio retention systems, landscaping with native species, green rooftops, aesthetic design, urban gardens, solar/wind energy or electric vehicle infrastructure. At this time, it is unclear which of these may be incorporated except that the plans do show some public plaza spaces up near the Three Rivers trail corridor. Environmental Assessment Worksheet (EAW) An EAW (Environmental Assessment Worksheet) is required for the warehousing or light industrial facilities that exceeds 300,000 sq. ft. An EIS would only be required if the facility exceeds 750,000 sq.ft. The EAW is not meant to approve or deny a project, but instead act as a source of information to guide approval and permitting decisions. If the Council supports the concept as shown by the applicant, City staff would prepare a scope of work, schedule and cost estimate for the EAW. No formal development application (preliminary plat, site plan, etc.) may be approved until the EAW process is complete. Page 9 of 9 Summary The proposed uses appear to be consistent with the uses allowed in the BP district and the only variance specifically called out by the applicant is a parking setback variance internal to the site. The next steps would be: 1. Completion of the EAW 2. Application for Preliminary Plat, Variance and Site Plan Approval 3. Application for Final Plat (and Development Contract) Approval. 4. Recommendation Staff recommends that the City Council review and discuss the sketch plan and provide the applicant with informal comments. Any opinions or comments provided to the applicant by the City Council are considered advisory only and shall not constitute a binding decision on the request. Attachments 1. Site Location Map 2. Applicant Narrative received February 7, 2024 3. Concept Site Plan received May 6, 2024 4. Example Elevations received May 6, 2024 5. Project Renderings received May 6, 2024 6. City Engineer Memo dated May 14, 2024 7. Public Safety Memos dated February 7, 2024 and May 1, 2024 8. Hennepin County email dated February 1, 2024 9. Land Use Plan 10. Parks and Trails Plan Map 11. Three Rivers Park Conceptual Underpass Design Hennepin County Property Map Date: 2/12/2024 Comments: 1 inch = 800 feet PARCEL ID: 1211923230001 OWNER NAME: Kevin L Oswald/Todd E Oswald PARCEL ADDRESS: 19510 Co Rd No 30,Corcoran MN 55340 PARCEL AREA: 76.89 acres, 3,349,498 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2022, PAYABLE 2023 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $806,600 TAX TOTAL: $5,604.64 ASSESSED 2023, PAYABLE 2024 PROPERTY TYPE: Farm HOMESTEAD: Homestead MARKET VALUE: $900,100 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2024 Agenda Attachment Item: 8c1. Page 1 of 4 SKETCH PLAN APPLICATION SUBMITTAL NARRATIVE 610 Extension Business Park Corcoran, Minnesota May 15, 2024 United Properties seeks to develop a Class-A business park totaling 592,000 SF. Per the City’s zoning map, the subject site is listed as Business Park (BP) and is part of a currently operational 76.89-acre farm. The site is on the northeast corner of Fletcher Lane (Highway 116) and County Road 30 (97th Avenue North). The 76.89-acre parcel has been farmed and owned by the Oswald family since the mid-1800’s. The Oswald family is the original owner of the land and purchased the land from the United States federal government. The land has operated as the home and farm for the family since their purchase. United Properties begun their relationship with the Oswald family in 2023, and shared desire to purchase the land for Business Park development. The Highway 610 extension project is a driver for United Properties’ desire to develop the site. United Properties is proposing a modernized business park which offers long-term functionality and flexibility – with operationally efficient ceiling heights, efficient space demising for multiple employers, and flexible site maneuverability and parking areas that allow for a range of businesses and employee profiles, etc. The COVID-19 pandemic caused serious uncertainty regarding the future of office space demand, and “work from home” strategies continue to threaten the outlook for space occupiers and real estate owners. Conversely over the last several years the demand for production, lab/R&D, warehousing, and distribution of goods and services within the United States has grown exponentially to meet the demand of consumers. Shipping/transportation challenges and overseas manufacturing stoppages are Agenda Attachment Item: 8c2. Page 2 of 4 leading companies to produce more product inside the United States to avoid future supply chain shocks and inefficiencies. These factors, combined with the infrastructure improvements of the Highway 610 extension project, make the proposed business park a strong offering in the Twin Cities metro. United Properties is proposing modern building design and specifications—28-32’ clear buildings that are targeted to users with flexible space needs with a wide range of job offerings. United Properties has worked with several clients in recent years who serve as examples of employers who would occupy the future 610 Extension Business Park, and are listed as follows: Cretex Medical – a surgical and medical instrument manufacturer and engineering services provider. United Properties developed their new 240,000 SF medical device headquarters project in Brooklyn Park in 2021. The office/manufacturing/warehouse is home to ~400 employees. Tesla – designer and manufacturer of electric cars, battery energy, solar panels, etc. United Properties developed a 70,400 SF headquarters for Perbix Machines in 2015, who was subsequently purchased by Tesla in 2018. The facility serves as Tesla’s primary robotics design and manufacturing business, with a mix of office, design, and engineering jobs housed in the high-tech manufacturing space, and with plans to expand their footprint in this area. Nilfisk Advance – Nilfisk is a global provider of commercial and industrial cleaning equipment. The 170,000 SF North American headquarters, developed by United Properties in 2015, contains over 300 jobs responsible for manufacturing and engineering premium cleaning products for consumers worldwide. The projects and users listed above represent just a portion of the development success that United Properties was able to achieve along Highway 610 in Brooklyn Park. Since 2015, United Properties Page 3 of 4 has developed eight buildings totaling over 1,200,000 square feet at the intersection of Highway 610 and Highway 169. These projects yield a property tax base north of $3,000,000 and an estimated 2,000 jobs. In discussions with city staff, it was determined that the 610 Extension Business Park meets the intent of the City’s Business Park (BP) district. The purpose of the district is to “provide for the establishment of campus developments with a variety of office, low-impact manufacturing or assembly of products” and “uses allowed in this district are limited to those that are compatible with lower intensity residential and business uses, and which have limited amounts of outside storage.” Permitted uses include manufacturing or assembly which produce no exterior noise, glare, impact, etc., office, office/warehouse, and warehousing – all of which align closely with the proposed business park. Once developed, the project could pave the way for the city to offer a mix of business and employment opportunities, with positive economic impacts—jobs, tax base, housing demand, and retail demand—that permeate beyond the borders of the site. United Properties envisions construction to be phased over several years. United Properties believes that 610 Extension Business Park will be the highest quality, Class-A offering availability in the northwest Twin Cities market when developed for users like those represented above. For that reason, United Properties plans to design the new buildings to a high standard that meets the demand of prospective users while maintaining the city’s goal of “rural character” – using concrete panels, enhanced with a mix of supplementary materials – glass and metal paneling – that offer an inspiring front door and ample natural light for the many new employees that will occupy this site in the future. Please see enclosed project renderings and building elevations that provide our design vision intent. Depending on the approval process and Page 4 of 4 timeline, United Properties is considering the proposed project for construction commencement in spring of 2025. FUTURE EXPANSION 130' RIGHT OF WAY50' LANDSCAPE BUFFERXXXXXXXXXXXXXXXX60'±158 PARKING STALLS PUBLIC PLAZA800'210'18.5'26'9'60'80'60'12'126'63'30'200'200'63'800'210'800'160'800'160'18.5'12'12'PROPOSED BUILDING C±128,000 SF PROPOSED BUILDING D±168,000 SF ±58 TRUCK DOCKS ±58 TRUCK DOCKS ±58 TRUCK DOCKS±58 TRUCK DOCKS±277 PARKING STALLS±174 PARKING STALLS ±180 PARKING STALLS STORMWATER MANAGEMENT AREAPROPOSED BUILDING A±168,000 SF±174 PARKING STALLSPROPOSED BUILDING B±128,000 SF PUBLIC PLAZASTORMWATER MANAGEMENT AREAFRONT YARDBUILDING +PARKING SETBACK 30'LOCAL STREETRIGHT OF WAY 60'50'30' LANDSCAPE BUFFERGASGAS GAS GAS COUNTY ROAD NO. 30PUBLIC ROAD (VARIABLE WIDTHS)COUNTY ROAD NO. 116PUBLIC ROAD (80' ROW)SCREEN WALL (TYP.)SCREEN WALL (TYP.)SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0046303.00\DWG\CONCEPT\0046303C-CONCEPT12.DWG 05/03/2024CORCORAN INDUSTRIAL1 CORCORAN, MN OSWALDBUSINESS PARKSITE CONCEPT . . . 250 NICOLLET MALL STE 500MINNEAPOLIS, MN 55401 UNITED PROPERTIESNOT FOR CONSTRUCTION© 2017 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10'PROJECT NUMBER: 0046303.00TOTAL BUILDING SQUARE FOOTAGE: 592,000 SFNORTH BUFFER:BUFFER YARD D; 30' YARD: REQUIRED 6' FENCE; 6 OVERSTORY, 9 UNDERSTORY, AND 36 SHRUBS/NATIVE PLANTINGS PER 100 LF OF FRONTAGEREQUIRED:REQUIRED YARD LENGTH: 1182 LFOVERSTORY TREES:72 (1182/100=11.82, 12*6=72)UNDERSTORY:108 (12*9=108)SHRUBS/NATIVE PLANTINGS:432 (12*36=432)PROVIDED:OVERSTORY TREES: 72 TREES (34 CONIFEROUS + 38 DECIDUOUS)UNDERSTORY TREES: 108 (50 MULTI-TRUNK + 58 SINGLE STEM)SHRUBS/NATIVES:432 (175 SHRUBS + 257 NATIVE PLANTINGS)SOUTH BUFFER:BUFFER YARD D; 50' YARD: 6 OVERSTORY, 9 UNSDERSTORY, 18 SHURBS/NATIVE PLANTINGS PER 100 LF OF FRONTAGEREQUIRED:REQUIRED YARD LENGTH:1475 LFOVERSTORY TREES:90 (1475/100=14.75, 15*6= 90)UNDERSTORY:135 (15*9=135)SHRUBS/NATIVE PLANTINGS:270 (15*16=270)PROVIDED:OVERSTORY TREES:90 (48 CONIFEROUS + 52 DECIDUOUS)UNDERSTORY:135 (42 MULTI-TRUNK + 58 SINGLE STEM + 35 LARGE SHRUBS)SHRUBS/NATIVE PLANTINGS:270 (240 DECIDUOUS + 30 CONIFEROUS)LANDSCAPE LEGENDSHRUBS OVERSTORY DECIDUOUS TREEORNAMENTAL TREEOVERSTORY CONIFEROUS TREELANDSCAPE BUFFER REQUIREMENTSNATIVE PLANTINGS Agenda Attachment Item: 8c3. Agenda Attachment Item: 8c4. FRONT ENTRANCE FACADES Cost & Design Considerations Cost Factors Size Glass Canopy Concrete Front Entrance #3: $155,000 $40,000 $70,000 $100,000 $155,000 $50,000 $80,000 $125,000 $165,000 $65,000 $90,000 $145,000 $400,000 $40,000 $40,000 $40,000 S Agenda Attachment Item: 8c5. Memo To: Kevin Mattson, PE Public Works Director From: Kent Torve, PE, City Engineer Steve Hegland, PE Project: Oswald Farm United Properties Concept Review Date: May 14, 2024 Exhibits: This Memorandum is based on a review of the following document: 1.Site Concept – United Properties, by Westwood Professional Services Dated May 3, 2024 Comments: General: 1.In addition to engineering related comments, the proposed plans are subject to additional planning, zoning, land-use, and other applicable codes of the City of Corcoran. 2.An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 3.A Feasibility Study on the infrastructure needs and impacts of the development will be conducted and utilized in the Environmental Assessment Worksheet. Plat: 1.The applicant shall have all drainage and utility easements provided and shown and all platting requirements met per the City Code. Drainage and utility easements (5’ – 10’) shall be provided along property lines, as standard per City requirements. 2.Any existing easements which conflict with the proposed plan will need to be vacated. 3.A dedicated lot shall be provided for a municipal water supply well. 4.A 65-foot half ROW dedication is shown along the County Roadways which is consistent with the NE District Plan and recent Hennepin County requests. 5.A 60-foot ROW is shown for the collector roadway through the site. This is consistent with the NE District Plan but the ROW dedications would be further reviewed with the utility plan for the site to ensure it is adequate. Additional ROW could be necessary at the connection to County Road 30 to accommodate the anticipated turn lanes for the development. Erosion Control/SWPPP 1.Preparation of and compliance with a SWPPP shall be required for construction. Transportation 1.A full Traffic Impact Study of the surrounding roadway system will be required as part of the Feasibility Study. 2.All roadways shall match City standard details. Agenda Attachment Item: 8c6. May 2024 Oswald Farm Concept Kevin Mattson Page 2 of 3 3.County has jurisdictional authority for both CR 30 and CSAH 116 access locations. The NE district plan had identified the access point to County Road 30 at approximately 1/4 of a mile spacing from County Road 116 however the County has indicated 1/3 mile spacing may be preferred. The site plan appears to show the spacing at approximately 1/3 mile spacing so if adjusted, it may move slightly west by the County. 4.The access from County Road 116 was identified in the NE district plan at this general location. This is being proposed as a private access which will need to be approved by Hennepin County. 5.The north-south roadway through the site is connected directly to the residential housing to the north. We would recommend the roadway be directed to the east so that the through movement directs traffic to the east rather than a direct connection to the residential. This would then create a tee intersection for a connection to the Bellwether development. 6.Temporary turnarounds meeting City standards are required at the end of dead-end streets to the east to facilitate emergency vehicle movements. 7.The eastern drive access to the public roadway may need to be shifted north to provide better spacing from the intersection. Site Plans 1.Street lighting locations shall be reviewed by Public Safety and final lighting locations shall be determined at the time of Final Plat. 2.The Three Rivers Regional Trail connection is shown at the proposed underpass from the adjacent proposed Hope Development. The applicant shall dedicate the necessary easements for this underpass construction, which is anticipated to be a Three Rivers directed project at a future date. 3.No internal sidewalks are shown on the site plan. It is assumed that internal sidewalks will be necessary within the site and connection to the adjacent Bellwether development. All trail/sidewalk connections will be reviewed vs the Pedestrian Crosswalk Policy. Stormwater 1.The majority of the existing site drains to the north with a small portion that appears to drain south under County Road 30. Conceptually the ponding is all shown along the north of the site but some BMP’s may be necessary to the south. o Any offsite drainage improvements necessary to mitigate the stormwater affects from the proposed development is the developer responsibility. This will be reviewed with the Feasibility Study. o City prefers NURP ponds with filter benches as BMPs to use the land efficiently and minimize cost of future maintenance for the landowners. 2.Existing draintile locations should be shown on the existing conditions survey submitted with Preliminary Plat. o Historical information shows a draintile is routed through the site which conveys water from west of County Road 116, continues across this parcel and discharges to the north. This should be verified and if present, flow through the draintile should be maintained. 3.Applicant shall ensure that downstream receiving waters (potentially wetlands) are not starved of necessary runoff. 4.A stormwater management plan shall be provided to confirm that stormwater management is in accordance with City of Corcoran and Elm Creek Watershed Management Commission Standards. May 2024 Oswald Farm Concept Kevin Mattson Page 3 of 3 5.Reference the City of Corcoran Stormwater Guidelines for Development Review for standards for stormwater systems and modeling. 6.The wetland buffer zones and wetland buffer signage shall also be clearly identified and labeled. 7.All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the City Engineer. 8.If wetlands are impacted, they shall be reviewed and approved through the appropriate WCA permitting process. 9.At the time of Preliminary Plat, the wetland buffers should be identified as either newly established wetland buffers or whether they are existing buffers as defined by City Code. Watermain/Sanitary Sewer 1.Watermain stub is available at the adjacent Bellwether development and additional watermain connections may be necessary to the adjacent proposed Hope development. The water supply requirements of the development will be reviewed with the Feasibility Study. 2.Trunk watermain will need to be extended east/west across the development and utility stubs will need to be extended to the lot lines at a minimum. 3.Sewer will be available to southwest (proposed Hope Development) and is currently available to the northeast (Bellwether). End of Comments Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@corcoranmn.gov / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: February 7, 2024 Re: City File 24-003 Oswald Farm Industrial Concept Plan A Public Safety plan review meeting was held on February 7, 2024, to review the submitted industrial concept plans for the Oswald Farm site. The following were in attendance: Lieutenant Burns, Fire Chief Leuer, Fire Chief Farrens, Fire Chief Malewicki, Assistant Fire Chief Kodet, Building Official Geske, Planner Davis McKeown, and Construction Services Supervisor Pritchard. The comments below are based on the preliminary review of the plans and are intended as initial feedback; further plan review will need to be completed as construction plans are finalized. 1.If the County Road 116 driveway access is indeed a private access, it needs to be usable for emergency services. 2.Regardless of final layout, ladder trucks need to be accounted for with a 30’ drive aisle within 30’ of one side of a building. The drive aisle can be shared between two buildings. It is easier if this drive aisle is located on the car parking side instead of on the loading dock/semi-truck side. 3.Within the business park, all riser rooms need to be mirrored so they are located in the same sport for each building. Exterior access is strongly preferred. 4.Hydrant and FDC are subject to approval by the Fire Chief – Patrick Farrens. Agenda Attachment Item: 8c7. Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@corcoranmn.gov / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: May 1, 2024 Re: City File 24-003 Oswald Farm Industrial Concept Plan A Public Safety plan review meeting was held on May 1, 2024, to review the submitted application for the Domino’s Concept Plan. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Pritchard, Planning Technician Klingbeil, and Planner Davis McKeown. The comments below are based on the revised concept plan received by the City as of March 19, 2024 and are intended as initial feedback. Further plan review will need to be completed as construction plans are finalized. 1.Turning radiuses for internal circulation for firetrucks must be provided based on the enclosed specifications. 2.Hydrant placement will be required to be finalized in consultation with the Rogers Fire Chief – Patrick Farrens. Turning Performance Analysis Bid Number:12130TR Chassis:Dash-2000, Chassis, PAP/SkyArm/Midmount Department:Rogers, City of Body:Aerial, Platform 100', Alum Body Parameters: Inside Cramp Angle: Axle Track:81.92 in. Wheel Offset:5.30 in. Tread Width:17.70 in. Chassis Overhang:65.99 in. Additional Bumper Depth:22.00 in. Front Overhang:87.99 in. Wheelbase:257.00 in. Calculated Turning Radii: Inside Turn:20 ft. 3 in. Curb to curb:36 ft. 7 in. Wall to wall:44 ft. 8 in. Comments: Category:Option:Description: Axle, Front, Custom 0010275 Axle, Front, Meritor FL-943, 21,500#, w/assist, DLX/Qtm/AXT Wheels, Front 0019618 Wheels, Frt, Alum, Alcoa, 22.50" x 13.00" (425/445) Tires, Front 0031621 Tires, Michelin, 425/65R22.50 20 ply XZY tread Bumpers 0012246 Bumper, 22" extended - Sab/CC Aerial Devices 0022160 Aerial, 100' Pierce Platform Notes: Actual Inside cramp angle may be less due to highly specialized options. Curb to Curb turning radius calculated for 9.00 inch curb. 02/20/2017 Definitions: Inside CrampAngle Maximum turning angle of the front inside fire. Axle Track King-pin to King-pin distance of front axle. Wheel Offset Offset from the center line of the wheel to the King-pin. Tread Width Width of the tire tread. Chassis Overhang Distance of the center line of the front axle to the front edge of the cab. This does not include the bumper depth. Additional Bumper Wheel Depth that the bumper assembly adds to the front overhang. Wheelbase Distance between the center lines of the vehicles front and rear axles. Inside Turning Radius Radius of the smallest circle around which the vehicle can turn. Curb to Curb Turning Radius Radius of the smallest circle around which the vehicle's tires can turn. This measures assumes a curb height of 9 inches. Wall to Wall Turning Radius Radius of the smallest circle around which the vehicle's tires can turn. This measures takes into account any front overhang due to chassis , bumper extensions and or aerial devices. Agenda Attachment Item: 8c8. City of GreenfieldCityofMapleGroveCity of Medina City of Rogers Bechtold RdPion e e r T r l TrailHavenRdCounty Road 116County Road 30 Schutte Rd Oakdale Dr County Road 10 Horseshoe Trl Co u n t y R o a d 5 0 Larsen Rd Willow DrHunterRdCounty Road 19Homestead Trl Cain RdRolling Hills RdCountry Rd Mohawk DrLarkin RdFoxline DrStrehler Rd Dassel Ln OldSettlersRd Stieg R d Kalk RdMeister Rd Maple Hill Rd93rd Ave N Tessmer Rd Blue Bonnet DrJubertLn456710 456750 456719 456730 4567116 4567101 4567117 Brockton Ln N109th Ave N 4567101 ")55 Hackamore Rd MorinLake ScottLake JubertLake GooseLake CookLake R u s h CreekRushCreek South F o rk R u sh Creek SouthForkRu shC reek6/21/2022 6/21/2022 1/25/2026 1/25/2026 1/22/2023 6/21/2022 5/27/2029 1/22/2023 1/22/2023 5/27/2029 12/13/22 4/27/2022 4/27/2022 5/27/2029 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: \\MSPFSV02\DesignDepot\Library\Software\GIS\Client\City of Corcoran\City wide maps\2040 Future Land Use.mxd Date: 10/27/2021 Time: 9:57:35 AM User: LPSRemote Rural/Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential High Density Residential Rural Service/Commercial Commercial Mixed Use Business Park Light Industrial Public/Semi-Public Parks/Open Space Agricultural Preserve (Date of Expiration) Open Water Municipal Boundary 2040 MUSA Future MUSA Expansion Area Parcel Boundaries Streams Lake/Open Water Wetlands Map 2-12040 Future Land Use Source:Revised National Wetland Inventory (MN DNR, 2009-2014) Agenda Attachment Item: 8c9. City of GreenfieldCityofMapleGroveCity of Medina City of Rogers %Trailhead Morin Lake Scott Lake Jubert Lake Cook Lake 456710 456750 456719 456730 County Road 116Oakdale Dr B r id le P a t hJef f reyLnAbilene Ln Trail LnHuntersRdg County Road 30HeatherLn Pion e e r T r l TrailHavenRdCounty Road 10 Horseshoe Trl Robert LnH o r s e s h o e BendDr Co u n t y R o a d 5 0 Larsen Rd Gleason Pkw yWillow DrHunterRdCounty Road 19ESt Homestead Trl Maple Hill RdCain RdRolling Hills RdSundanceRdCountry Rd Mohawk DrElmStLarkin RdFoxline DrStrehler Rd C ai n Pl 6 5 t h Pl N Dassel Ln OldSettlersRd County R oad 1 1 7 Stieg R d Bechtold RdKalk RdSchutte Rd Meister RdFoxValleyDr M y s tiq u e DrHageDr93rd Ave N Sc hut t e PlBrandywineRdChisholmT rlTessmer Rd HighBluffLnWinchesterTrl JubertLnR u shC reekRushCreek CountyDitchN u m b e rS ixteenCo u n t y Ditch N u mberThreeSouthFor k R u s h C r e e k NP NP NP NP NP NP NP ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxd Date: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243 Map 5-1Parks and Trails Plan Existing Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open Space Proposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlands NP 79 Agenda Attachment Item: 8c10. 5.02 ACRES OSWALD FARM ROAD COUNTY ROAD #116 28 MCUnitsMCGARDEN 20083951.13UP OUINV=949.85INV=949.4720253946.52CO 10 HDPE20357953.30UP OU2 B20364952.52UP OU1 B20378953.27PED20379952.82PED20430948.86UP OU OU1 EINV=945.11INV=945.17COM COM COM COM COM OU OU OU OU OU UE UE UE UE UE UE UE CNDCNDCNDCNDCND GGGGGGGG F/O F/O F/O F/O F/O H:\Projects\17000\17062\TechData\CADDesign\Graphics\17062_Alin-Prof-231117.dwg : A-1Job # 1675012/1/2023 - 1:49PMCSAH 116 Grade Separated Crossing Feasibility StudyThree Rivers Park DistrictCorcoran, Hennepin County, MNFigure 1 4 STORIES OVER 1184 UNITSCOUNTY ROAD #11620378953.27PED20379952.82PED20489958.12CO20490958.01CO20525949.88PED20556950.08UP OUINV=950.12INV=949.5820588948.58ANC20589949.00UP OH EU BINV=948.74INV=948.97COM COM COM COM COM COMOUOUOUOUOU UEUE UE UE UE UE UE COMCNDCNDCNDCNDCND GGGGGGGF/O F/O F/O F/O F/O F/OH:\Projects\17000\17062\TechData\CADDesign\Graphics\17062_Alin-Prof-231117.dwg : A-2Job # 1675012/1/2023 - 1:50PMCSAH 116 Grade Separated Crossing Feasibility StudyThree Rivers Park DistrictCorcoran, Hennepin County, MNFigure 2 8'-0"12'-0"VAR.12'-0"8'-0" SHLD.SHLD.LANE MED.LANE CONC. BARRIER MOMEN SLAB W/ ABUTMENT CAST-IN-PLACE PANEL APPROACH 6'-0"6'-0"1:25 1:25 5' -0"5' -0"< TRAIL END SECTION `68'-0" PRECAST BARREL SECTIONSPRECAST CONC. 14'x10' BOX CULVERT (PMBW) W/ FENCE WALLFRONT FACE RET. (PMBW) W/ FENCE WALLFRONT FACE RET. 1:25 1:25 0 10 20 FEETSCALE R=80.0' GENERAL PLAN CONC. MOMENT SLAB CONC. BARRIER & WINGWALLS CONC. ABUTMENT CONC. FOOTING CONC. APPROACH PANEL SHLD.SHLD.LANE LANE 8'-0"12'-0"VAR.12'-0"8'-6" TOP OF TRAIL TOP OF TRAIL GENERAL ELEVATION END SECTION PRECAST CONC. CULVERT BARRELS PRECAST CONC. BOX GROUNDLINE PROPOSED (BOX CULVERT) WINGWALL (TYP.) CAST-IN-PLACE GUARDRAIL (TYP.) GENERAL ELEVATION (ABUTMENT) BARRIER TOP OF CONC. & MOMENT SLAB (TYP.) TOP OF CONC. WINGWALL & MOMENT SLAB (TYP.) TOP OF CONC. ABUTMENT 9" COPINGSYSTEM TEXTURE & COLOR ARCHITECTURAL CONC.1:2 MAX. 1:2 MAX. PANEL CONC. APPROACH 14'-0"10'-0"`30'-0" WINGWALL`28'-0" ABUTMENT`30'-0" WINGWALL $DGN$$DATE$ Job #17062 Figure B1 for Three Rivers Park District In the City of Corcoran, Hennepin County, Minnesota Hennepin County CSAH 116 Trail Underpass - General Plan & Elevations Agenda Attachment Item: 8c11. Page 1 of 27 STAFF REPORT Agenda Item 8d. City Council Meeting: May 21, 2024 Prepared By: Natalie Davis McKeown Topic: Heather Meadows 3rd Addition Open Space & Preservation Plat (OS&P), Conditional Use Permit (CUP), and Variance (PIDs 05-119-23-31-0001; 05-119-23-32-0001; 08-119-23- 22-0011) (City File No. 24-002) Action Required: Decision Review Deadline: August 1, 2024 1. Request The applicants, Mark and Markus Lee, propose an OS&P plat on 88.22 acres near Oakdale Drive and Heather Lane. The plat will result in 12 buildable lots ranging from 2.3 – 4 acres in size and 44.8 acres of open space to be preserved as farmland in two outlots. The request includes a CUP to allow for agriculture buildings on a lot of less than 10 acres that exceed the allowed footprint as well as thee variances from OS&P design standards and a setback requirement of 100’ for an agricultural structure. 2. Background The plat consists of three existing properties. A residential parcel of 0.39- acres, an original farmstead of 52.06 acres, and a 35.04-acre parcel that was platted as Outlot A of Heather Meadows 2nd Addition in 1999. The farmstead has 5 development rights, and the existing Figure 1 Site Location Page 2 of 27 residential parcel of 0.39-acres has 1 implied development right. The City’s OS&P Plat allows for development rights to be increased (up to 200%) in exchange for half the acreage set aside as open space as well as other design standards, such as a paved public street with curb and gutter to serve the development. The original farmstead and Outlot A are both actively used for agricultural purposes, specifically tree and crop production. The farmstead includes a rural home in good condition with an attached garage and several outbuildings. A second dwelling built in the late 1800’s in need of restoration was demolished in 2022. The City Council reviewed a concept plan of this OS&P plat at their regular meeting on 7/14/2022. 3. Context Zoning and Land Use All three properties are guided Rural/Ag Residential and zoned Rural Residential (RR) with the Shoreland Overlay District touching the southeast portions of the existing Outlot A and 52-acre farmstead. The site is located outside of the 2040 Metropolitan Urban Service Area (MUSA) boundary. Surrounding Properties All surrounding properties are guided Rural/Ag Residential and zoned Rural Residential. The present use of the surrounding properties appears to be predominately residential. Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map does not identify any significant natural plant communities within the proposed site. A wetland delineation for the site was completed in September 2023. Seven wetlands were found on the site (see page 3). Rush Creek is nearby to the east of the existing farmstead and just south of existing Outlot A. The proximity to the creek is the reason why the shoreland overlay briefly touches both properties. It is also possible that there is floodplain on the site. Figure 2 Zoning Map Page 3 of 27 Prior Review The City Council reviewed a concept plan for this project (previously known as “Lee OS&P Sketch Plan” – City File No. 22-030) at their regular meeting on July 14, 2022. Discussion points on the concept plan included keeping two homes on a single lot (this resolved with demolition of one of said homes), an accessory structure footprint on one Figure 3 Wetland Delineation Page 4 of 27 lot that includes all the agricultural structures that will continue to be needed to farm the outlot, and the existing homes requiring a variance from a buffer requirement of the OS&P as well as from the standard that all lots shall front a paved street, internal to the site. The Parks and Trails Commission reviewed this item at their meeting on April 18, 2024. They recommended accepting park dedication per the staff recommendation: cash-in- lieu of land. The Planning Commission held a public hearing on this item at their meeting on May 2, 2024. Several members of the public spoke at the public hearing. Topics discussed by members of the public included: - Support for keeping the horseshoe driveway on Lot 1, Block 4 with two accesses on to Oakdale Drive. - Concerns about drainage and existing drain tile conditions on surrounding properties. - Establishing road easements now on Outlot A for eventual street connections to surrounding properties. o Alignment with existing easement off Hage Drive. - The affects of realigning the existing cul-de-sac on Heather Lane for the extension of Heather Lane, particularly to the homeowners that have a driveway on or near the existing cul-de-sac. - The proposed size of the residential lots. - The possibility for the outlots to be further developed if/when municipal sewer and water are available to the property. - Access for the two outlots. - Whether Heather Lane will be extended to eventually connect to County Road 19. The Planning Commission provided the following detailed recommendations: - Require the applicant to use native seed in the public right-of-way to meet an additional objective of the OS&P. - Staff suggested that a condition of approval for one of the variances could be to remove the second driveway access on Lot 1, Block 4 to minimize the number of direct driveway accesses on to Oakdale Drive in perpetuity. The applicant explained at the meeting that the western driveway is utilized most for agricultural vehicles coming to the site, and the eastern driveway is utilized more to access the residence. Additionally, the horseshoe shape of the driveway is helpful when large trucks are at the site so that they do not have to back-up on to Oakdale Drive. The Commission found it was safer for the western driveway access to remain and did not recommend removal as a condition of approval for the variance. Page 5 of 27 The Commission unanimously recommended approval (5-0) of the preliminary plat, CUP, and the three variances. 4. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Subdivision Ordinance, Zoning Ordinance, City Code requirements, and City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached Engineering Memo. Approval conditions require compliance with the Memo. Public Safety reviewed the plat but did not have any comments. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a preliminary plat is limited to whether the proposed plat meets the standards outlined in the City’s Subdivision and Zoning ordinance. If the proposal meets these standards, the City must approve the preliminary plat. The City’s discretion in approving or denying a CUP is limited to whether the proposed plan is in substantial conformance with standards outlined in the City Code. If the proposal meets those standards, or can reasonably meet those standards with conditions, the City must approve the CUP. The City has a relatively high level of discretion in approving or denying a variance. The burden of proof is on the applicant to show the variance standards are satisfied. B. Preliminary Plat Development Rights The applicant proposes 12 lots where 6 development rights exist. In exchange for substantial preservation of open space, OS&P plats are allowed to develop in the RR district at 150% of the development rights if the development is served by a public street constructed per the rural street section. OS&P developments are granted 200% of the available development rights if the subdivision is developed with the urban street section. The street plan indicates compliance with the City’s urban street section (paved with curb and gutter). Lot Size and Standards The subdivision will create 12 lots for single-family homes as well as two outlots that will continue to be farmed as part of the applicant’s tree farm. There is an existing house, 9 accessory buildings totaling a footprint of over 8,000 square feet on proposed Lot 1, Block 4. These accessory buildings will be discussed further in the CUP portion of this analysis. There is an existing house on Lot 1, Block 5. The lot size is determined by the OS&P plat standards. There is no flat minimum lot size, but each single-family lot must be able to accommodate a primary and secondary septic site. There is a maximum lot size of 4 acres (twice the minimum lot area in the Page 6 of 27 RR district). The plat shows that the lot sizes ranges from 2.2- acres to 4-acres. For comparison, the standard minimum lot size in the RR is 2 acres. Primary and secondary septic sites are shown for the 10 lots located in the southwest portion of the site. The existing septic sites are shown for Lot 1, Block 4 and Lot 1, Block 5. However, these lots are also required to have a secondary septic site approved through Hennepin County. This requirement is included as a condition of approval which is included in the resolution. Assuming a suitable alternative site can be located for both lots, the proposed lot sizes will comply with the OS&P standard. If a suitable alternative site cannot be located, the lot boundaries must be adjusted accordingly. Open Space OS&P plats require a minimum of 50% of the gross land area to be dedicated in no more than 2 non-contiguous pieces to be preserved as open space. Of the required land preserved as open space, 50% must consist of upland. The entire site is 88.22 acres which would require at least 44.11 acres to be set aside as open space. Outlot A is 40.8 acres and Outlot B is 4 acres for a total of 44.8 acres of open space that will continue to be used for agricultural purposes for the foreseeable future. A total of 22.06 acres of this open space must be upland. The City adopted Ordinance No. 2023-510 on October 26, 2023, which defines upland as follows: Upland: land not classified as a wetland, a floodplain, below the 100-year ordinary high-water level, or a water body and is generally dry. Figure 4 Preliminary Plat Page 7 of 27 The exact amount of upland is not indicated on the plan set; however, it appears more than half of the open space is upland. A condition of approval is for the applicant to confirm the upland acreage of the open space meets or exceeds 22.06 acres. Ownership of Open Space Section 940.060, Subd. 1 list that the operations and maintenance of the open space must be handled through covenants to ensure continued operation at a reasonable standard. This section allows that the ownership of the common open space can be owned by one of the following: A. Dedicated to the public where a community-wide use would be anticipated; B. Subdivider’s ownership and control; or C. Homeowners Association (HOA) The applicant plans to retain ownership of the common outlots. The open space shall be protected by a deed restriction in favor of the City which will remain in place until such time that municipal sewer and water are available to serve the site. At such time, the open space may be developed in accordance with the urban regulations in place at that time. Until then, the restrictive covenant will prevent the outlots from being further developed or sold to someone without an interest in the neighborhood. The covenant will outline the following options regarding how the open space can be handled: 1. The open space outlots can be dedicated to the City (if the City accepts). 2. The open space outlots can be sold to the owner of Lot 1, Block 4. 3. The open space outlots can be dedicated to a HOA that comprises a majority of the homes within this development. 4. The open space outlots can be sold to a developer once municipal sewer and water are available. The restrictive covenant does not prevent the subdivider from renting the outlots to another farmer. However, if the agricultural structures on Lot 1, Block 4 are no longer being used in the operations of farming the outlots, then the footprint must be reduced to what is allowed by-right on the lot as they will no longer be able to satisfy the conditions of approval for the CUP. Staff notes that it would be very difficult for a HOA to be established years down the road and recommends that the applicant consider establishing an HOA prior to selling lots if there is a chance they will want to divest their rights in the land after ceasing agricultural operations in the future. Setbacks The following setbacks apply for this OS&P in the RR district: Setback Minimum Front (Other Roadway) 25’ Side 10’ Rear 25’ Page 8 of 27 All lots will be able to comply with the minimum required setbacks. The applicant confirmed all accessory structures on Lot 1, Block 4 are used for agricultural purposes. Agricultural structures have a 100’ setback from all property lines. Most of the structures will continue to be able to comply with this standard. However, there are two small structures on the east side of the property that are closer to a 50’ setback. Staff finds that these structures are legal, nonconforming as they pre-date the current Zoning Ordinance, and the east lot line is not changing because of this plat. Additionally, the northern most accessory structure on Lot 1, Block 4 is currently setback roughly 100’. However, with the plat, the half right-of-way (ROW) requirement for Oakdale is 40’. This will result in a setback for the structure of roughly 91’. Since the setback is changing because of the new front property line established as part of this plat, a setback variance will need to be approved for the building to stay in its current location. Buffer Zone Per the OS&P standards, a buffer zone of at least 100’ shall be provided at the perimeter of the developed area of the site abutting public streets. The buffer zone shall be thickly planted with native grasses, shrubs, and trees to minimize land use conflicts. This buffer would apply to Lot 1, Block 4 and Lot 1, Block 5. However, the existing structures on these lots prevent a 100’ buffer from being planted. The applicant requested a variance from this standard which is discussed in the Variance portion of this analysis. Well and Septic Figure 5 Zoom-in of Lot 1, Block 4 and Lot 1, Block 5 Page 9 of 27 As previously discussed, 10 of the 12 lots show a primary and alterative septic site for each lot. Alternative septic sites for the two lots with existing homes and systems must be confirmed as a condition of approval. All lots show a well location. The City received confirmation of preliminary approval of the septic sites from Hennepin County. The plat shows that each site will be served by a private well. These are subject to approval by the MN State Department of Health. OS&P Design Guidelines There are four design guidelines that are applicable to all OS&P developments: 1. All lots shall be clustered in a manner to create temporary open space that will be held in a covenant for future development at the time sewer is extended. Staff believes the proposed lot layout complies with this guideline. 2. The temporary open space shall be contiguous land, or adjacent to a similar classified property, in order to facilitate future development. The plan complies with this guideline. It appears it would be difficult to further develop Outlot B in the future at an urban density. However, Outlot B may be able to accommodate a single-family home in the future. Figure 6 Zoom-in Outlot B Page 10 of 27 3. A ghost plat shall be designed for all temporary open space areas at the same time as the Preliminary and Final plat is reviewed and approved. The ghost plats shall indicate future access, internal street network and connections, and future lot layout. A ghost plat was submitted for Outlot A. During the Engineering review, it was noted that the ghost plat shows future access from Oakdale Drive over the top of a ditch and wetlands. A condition of approval in the Engineering memo is to move the eastern lot line of Lot 1, Block 5 to allow for a permittable road in the future. Staff believes this lot line must be shifted at least 15’ to the west. The ghost plat should also be revised. Since the initial review for the Planning Commission, the applicant submitted revised plans showing the location of the existing septic site for Lot 1, Block 5. It is noted on the preliminary plat that the shown location was provided by the landowner. If it is determined that complying with the Engineering requirement will create a conflict with the actual location of the existing septic site, then the applicant will have two pathways forward to consider (the Council should provide feedback on their preferred route): 1. Find two new suitable septic sites (one primary and one alternative) for Lot 1, Block 5. Both locations must be approved by Hennepin County. The existing system must be removed. This option would be the cleanest in the long run and is preferred by staff. 2. Apply for and be granted approval of a rezoning and a planned unit development (PUD) plan to allow for a deviation from the minimum lot standards and the use of off-site septic. a. This is a requirement of the OS&P. Specifically, Section 940.030, Subd. 4 states the following: A Planned Unit Development (PUD) will be required for any application type that proposes a deviation from minimum lot standards and/or the use of off-lot septic or well or community septic or well. The way the OS&P section is written, it appears a variance for this type of request is precluded. b. The applicant should keep in mind this option will add additional cost and review time for the approval and review of their project as this would lead to three new application components that Page 11 of 27 must be processed (a rezoning, preliminary PUD plan, and a final PUD plan). Ultimately, the road will not be constructed until municipal services are available to the area, which means the septic system would be unnecessary at that time. Staff strongly recommends planning the lot lines now for the eventuality of the roadway rather than basing the lot lines on an existing septic system that would be expected to go away with the development of Outlot A and the construction of the roadway. The City Council should provide feedback on this topic. Figure 7 Ghost Plat 4. All lots shall front a paved street, internal to the site. Most of the lots satisfy this design guideline with the majority of the lots served by the extension of Heather Lane. However, the two existing homes on Lot 1, Block 4 and Lot 1, Block 5 will not front a street internal to the site since these lots have existing Page 12 of 27 driveway access directly on to Oakdale Drive. This will be discussed further in the variance portion of this analysis. OS&P Design Objectives In addition to the design guidelines above, residential lots should be designed to achieve as many of the following objectives as possible: 1. Arrange lots around a central focal point, such as: a. A central green, boulevard, or square. b. A physical amenity, such as a meadow, a stand of trees, a stream or water body, or some other natural feature. Six of the lots abut Outlot A and Outlot B which will be part of the tree farm. The tree farm will serve as the central focal point of the OS&P. 2. Locate lots such that at least 50 percent of the lots within a neighborhood abut open space, or other amenity, on at least one side. A local street may separate lots from open space. Six of the lots (50%) within the development will abut the farmed open space outlots on at least one side. 3. Preserve views from each building unit and from off-site vantage points to the maximum possible. The narrative notes that the extension of Heather Lane follows a ridge that will enable the proposed homes to overlook wetlands and perimeter tree stands. The open space is viewable from Oakdale Drive because Outlot A goes directly up to Oakdale Dr between Lot 1, Block 4 and Lot 1, Block 5. Additionally, half of the lots directly abut the open space. 4. Locate neighborhood recreational open spaces such that they are an integral part of the neighborhood, are suitable for the projected demographic makeup of residents, are at an elevation appropriate to their intended recreational use, have boundaries that are clearly defined and are accessible to all neighborhood residents from a public street or trail. Connect individual home sites with pedestrian corridors or sidewalks to larger open spaces and places of destination on-site and off-site. Open spaces should be accessible to pedestrians at roughly 1,200-foot intervals along public roadways. Pedestrian corridoes between lots shall be at least 50 feet in width and buffered from view of adjacent properties. The open space in intended to remain privately owned and utilized for agricultural purposes. It will not serve as a recreational space, and no other recreational spaces are proposed on- or off-site. This design objective does not appear to apply to this proposal. Page 13 of 27 5. Locate lots to preserve woodlands, farmland, or other natural features or character, including places of historic, archeological, or cultural value. Preserve natural resources as identified in the Comprehensive Plan to the maximum extent possible in a contiguous, connected configuration. Natural open spaces may include, but are not limited to, fields, wetlands, slopes, bluffs, woods, lakes, ponds, streams, shorelands, and other environmentally sensitive areas. Lots are located to preserve farmland to the maximum extent possible. No buildings are proposed within the shoreland area that touches Lots 3, 4, and 5 of Block 2 or Outlot A. The Comprehensive Plan does not identify any significant natural plant communities within the proposed site. According to the Natural Resource Inventory provided by the applicant, the limits of tree clearage will be minimal, and will be limited to what is required for the extension of Heather Lane. There are 7 wetlands on the property, and it does not appear any of these wetlands are proposed to be impacted by this development. The wetlands on the residential lots will be maintained with the required wetland buffers. Figure 8 Natural Resource Inventory Page 14 of 27 6. Providing covenants to create an architectural theme to include items such as landscaping, porches, side, or rear loaded or detached garages. A written narrative describing the architectural theme shall be provided with the preliminary plat. The proposal does not include an architectural theme. 7. Locates houses and garages such that the garages do not dominate the streetscape. The applicant has not provided any information about the homes. Staff encourage the applicant to keep this objective in mind as they finalize builders and building plans. Snout houses would not meet this objective. The plat shows the house pad. The house pads and lots seem big enough to be able to accommodate a garage without these garages dominating the streetscape. 8. Locate septic systems on the most suitable soils for subsurface septic disposal and in such manner as to provide for cost effective and least disruptive future connection of the wastewater treatment system(s) to urban service. Hennepin County preliminary confirmed the proposed septic sites for the 10 new lots meet their standards. A condition of approval is to have the primary septic sites confirmed for Lot 1, Block 4 and Lot 1, Block 5. An alternative site must also be approved by Hennepin County as a condition of approval. 9. Landscape common areas and street rights-of-way with native vegetation with high wildlife conservation value. The open space will be used primarily as a tree farm, so this standard does not seem to apply to the outlots in this proposal. The applicant shared their intention to seed ROW. However, additional detail has not been provided to ensure that they will be using a seed mix for native vegetation with high wildlife conservation value. The Planning Commission recommended this condition be added and is included in the attached resolution for the Preliminary Plat. The City Council should review and discuss whether the proposal sufficiently meets the design objectives of the OS&P Streets The applicant will dedicate additional ROW for Oakdale Drive. Two lots will be served by Oakdale Drive. The remaining 10 lots will be served by an extension of Heather Lane. A temporary cul-de-sac is required at the end of the proposed extension which will require a temporary cul-de-sac easement. The plans must be revised to show a minimum roadway width of 28’ face to face for the Heather Lane extension. This will allow for one-sided parking. The Engineering Memo explains the existing cul-de-sac on Page 15 of 27 Heather Lane should be removed, and the roadway should be extended through with the proposed development. The existing driveways and culverts should then be modified and extended as necessary. The applicant is responsible for working with the affected property owners to minimize disruption, and the applicant is also responsible for the cost of these improvements. Additional details of this process will be further pinpointed as the project moves forward with a final plat. The ghost plat for Outlot A shows that an additional north/south street can be accommodated to provide a connection to the east as well as connect to Heather Lane to the west. As stated previously, the eastern lot line for Lot 1, Block 5 must be shifted to the west to allow for a permittable road access in the future as implied on the ghost plat. This is a condition of approval for the development. Heather Lane is an existing roadway that is aging but should be able to support construction access. The Engineering Memo explains the City should document the condition of the roadway with high-definition video and photos prior to construction. Any localized damage attributed to the construction project should be corrected as part of the development. Wetlands A wetland delineation was completed in September 2023 which confirmed 7 wetlands within the project boundary. The plat does not propose filling any of these wetlands. These wetlands are subject to the Wetland Overlay District (Section 1050.010), which includes wetland buffers, wetland buffer monument signs, and an additional 15’ structure setback from the edge of the buffer. The size of the buffer is dependent on the quality of the wetland. The City’s Natural Resources Community Quality Ranking map is based on the City’s quality assessment of known wetlands within the City. Wetlands not shown on this map are assumed to be of medium quality; however, there is a process to confirm wetland quality through Minnesota Rapid Assessment (MNRAM) methodology should the applicant decide wetland quality on the site needs to be re-evaluated. None of the wetlands within the project are shown on the City’s map, so all the wetlands will be treated as medium quality. Medium quality wetlands have the following buffer requirements: Wetland Buffer Average Width 25’ Wetland Buffer Width (Min.) 20’ Wetland Buffer Width (Max.) 40’ Structure Setback From Buffer 15’ Total Buffer and Setback (Average) 40’ Page 16 of 27 The preliminary wetland buffer plan shows wetland buffer widths that do not meet the minimum requirement of 20’ for the purposes of calculating the average buffer width. The minimum and maximum widths of each wetland buffer must be confirmed as a condition of approval. Wetland buffers are shown on the wetlands located within the two outlots. However, City practice allows outlots used for farming to defer the wetland buffers and monument signs until future development. In this instance, staff believe it makes sense to also require wetland buffers and monument signs be established, based on the prevailing ordinance at that time, if the farmed space is no longer used for agricultural purposes. A permanent wetland buffer monument shall be installed at each lot line where it crosses a wetland buffer, and where to indicate the contour of the buffer, with a maximum spacing of 200’ of wetland edge. The preliminary plat mostly complies with this standard except two additional signs are needed on the shared lot line between Lot 4 and 5 of Block 2. The preliminary wetland buffer plan indicates areas of undisturbed buffers as well as buffers that will need to be established. The areas marked as undisturbed are subject to an inspection by the City’s wetland specialist. If these areas do not meet the vegetation requirements for buffer strips, the plan will need to be updated accordingly. Further, additional detail is needed regarding the proposed vegetation/seeding to establish new wetland buffers, subject to approval by the wetland specialist. Shoreland Overlay District Figure 9 Wetland Buffer Plan Page 17 of 27 There is a small portion of the project that falls within the Shoreland Overlay district on Lots 3, 4, and 5 of Block 2 and Outlot A from a nearby stream. Since only a portion of these lots are subject to the Shoreland Overlay, the only standard that applies is the impervious surface maximum of 25% within the overlay. No structures are proposed within this area. These properties are not close enough to the 100-year ordinary high- water level to require shoreland buffers. These lots comply with the Shoreland Overlay district. Landscaping A landscaping plan was provided by the applicant which indicates 10 new trees will be planted on the 10 new lots. The landscaping plan must be revised to confirm compliance with Section 1060.070. This includes compliance with the minimum size requirements at the time of planting and confirmation that no more than 33% of any one tree species will be utilized. Finally, if a variance does not get approved to exempt the application from the 100’ buffer yard requirement for the OS&P, the landscaping plan must be revised to comply with this standard. The Engineering Memo requires a tree removal plan with the areas of trees to be removed clearly hatched. Lighting As part of the final plat, Public Safety will review the plat to determine if an overhead light at Heather Lane and Oakdale Drive is appropriate, as has been done with recent Figure 10 Shoreland Overlay District Page 18 of 27 rural developments. Lighting must comply with Section 1060.040 of the Zoning Ordinance. Drainage and Utility (D&U Easements) There is an existing perimeter D&U on Outlot A of Heather Meadows 2nd Addition. There are at least portions of this existing perimeter that will conflict with the new lot lines established for Lot 1, Block 3, and Lots 1 and 2, Block 2. An easement vacation with the final plat will correct this. A condition of approval requires the existing conditions survey to be revised to reflect this established perimeter easement. Blanket D&U easements are required over Outlot A and Outlot B. The plans indicate perimeter D&U easements on the lots and D&U easements over wetlands as possible. Additional D&U easements over stormwater ponding will be required per the Engineering Memo. Grading and Stormwater A number of detailed comments regarding grading and stormwater are provided in the Engineering Memo. The applicant is responsible for reviewing and complying with these comments. Parks and Trails The 2040 Parks and Trails Map provides guidance to the City for acquiring land for parks and trails. No parks or off-road trails are shown within the project boundaries. A proposed on-road trail is shown on Heather Lane and along Oakdale Drive. Figure 11 2040 Parks and Trails Map Page 19 of 27 No sidewalks are proposed or required for this rural development. The applicant will not be responsible for providing an on-road trail for Heather Lane and Oakdale Drive. A painted shoulder may be provided in the future as part of a larger road improvement project with the City. Park Dedication Estimation Park dedication will be handled entirely as cash-in-lieu of land. There are two existing lots/single-family homes today where 12 are now proposed. Each new lot (a total of 10 lots) will be required to pay park dedication fees per the fee schedule adopted at the time of final plat approval. The 2024 fee schedule provides the park dedication fee for single-family units is $5,954. The estimated park dedication due with the final plat is as follows: - 10 new single-family units x $5,954 = $59,540 C. Conditional Use Permit (CUP) Staff estimates that Lot 1, Block 4 has an accessory structure footprint exceeding 8,000 square feet. However, two structures will be removed, and the preliminary plat confirms the remaining footprint is proposed to be 7,428 square feet. Figure 12 Accessory Structure Footprint Page 20 of 27 One structure of less than 200 square feet is exempt from the footprint calculation, so one of the smaller sheds on the east side of the property of 192 square feet can be removed from the calculation. Therefore, the CUP would approve a total footprint of 7,236 square feet. While this footprint is allowed for agricultural uses, the proposed plat will split the buildings from the farmed land. The structures will remain on a 4-acre parcel with the house. Four-acre parcels are allowed an accessory structure footprint limit of 2,125 square feet. The applicant requests the ability to keep 7 of the 9 structures on the property to be utilized for the applicant’s ongoing agricultural operations and to maintain Outlot A and Outlot B. Section 1030.020, Subd. 4 (I) provides the following: Agricultural buildings in excess of the size limitations allowed by Subd. 4 (E) of this Section shall be allowed by conditional use permit on parcels that are located in the UR and RR district and are less than 10 acres in size, but are adjacent to actively farmed land under the same ownership or ownership by the landowner in a recognized legal relationship, shall be allowed subject to the following criteria: 1. The proposed use shall be in conformance with all City regulations. The proposed use is in conformance with all City regulations. Most of the structures on this property will either meet a 100’ setback required for agricultural uses, or the proposed plat does not change the lot line where the structure is closer than 100’ (and is considered a legal, nonconforming use). A condition of approval of the CUP includes that the northern most structure must be granted a variance for a 91’ setback where 100’ is required in order for the structure to remain. If the variance is not granted, the structure must be moved to meet setbacks or removed altogether. The sidewall height of these structures is unclear, but these structures predate the current zoning ordinance requiring specific sidewall heights in the front, side, and rear yards. Since the change in lot lines for Lot 4, Block 1 does not change what is considered front yard, side yard, or rear yard, staff finds that sidewall heights more than 10’ in the side yard and 13’6” in the rear yard would qualify as legal, nonconformities and are permitted. The building materials of these buildings also pre-date the current zoning ordinance, and any materials that would not comply with the Zoning Ordinance are protected as legal, non-conformities. This property is located in the RR district and will be adjacent to actively farmed land that will remain under the same ownership. This property is eligible for the requested CUP. A condition of approval in the resolution for the CUP is that Outlot A must continue to be farmed and the accessory structures on Lot 1, Block 4 must continue to be used for agricultural purposes in the maintenance of Outlot A in order for the CUP approvals to remain valid. Should the agricultural use of Outlot A cease, the structures must be removed to be in compliance with the by-right accessory structure footprint. Page 21 of 27 However, flexibility is provided for some buildings to be used for personal uses as long as the footprint of the non-agricultural buildings does not exceed the by-right footprint for a 4-acre property. This is discussed further in the 5th standard discussed on the next page. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites, and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. The application includes a certificate of survey. 3. The building material standards required by this Section have been met. Since these are pre-existing structures that pre-date the Zoning Ordinance, the building materials used are protected as a legal, nonconformity and may continue to remain. 4. The applicant provides proof of ownership as required above. Hennepin County’s Property Map confirms this property is owned by the applicant. The applicant confirms their intent for the Outlot to remain under their ownership as will Lot 1, Block 4. A condition of approval is for the owner of Lot 1, Block 4 to remain under the same ownership as Outlot A. 5. The agricultural building is used for agricultural purposes only. The applicant confirmed the agricultural buildings are used for agricultural purposes only. A condition of approval requires the applicant to sign an affidavit to certify this requirement as well. Flexibility is provided for some buildings to be used for personal uses as long as the footprint of the non-agricultural buildings does not exceed the by- right footprint for a 4-acre property. Any structure that is not used entirely for agricultural purposes (e.g., storage of recreational vehicles, storage of equipment for a non- agricultural business, etc.) will be considered a non-agricultural building and treated as a standard accessory building. Should the non-agricultural structures on the property exceed the by-right footprint for a 4-acre parcel, structures must be removed to be in compliance with the by-right accessory structure footprint. In addition to the CUP standards outlined specifically for this use in Section 1030.020, all CUPs are subject to the following review criteria outlined in Section 1070.020: A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. This CUP will be in compliance with the Comprehensive Plan, and there is not a negative effect upon the Comprehensive Plan including public facilities and capital improvement plans. This land is guided for Rural/Ag, and the proposed agricultural structures in conjunction with an adjacent farmed outlot are consistent with the uses envisioned for this area. Page 22 of 27 B. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. Approving the requested CUP will enable the property owner to continue their farming operations, which includes a tree farm. This will preserve agricultural land in the Rual Residential area and will promote and enhance the general public welfare. Staff do not find reason to believe granting the CUP will be detrimental to or endanger the public health, safety, morals, or comfort of the surrounding area. C. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish or impair property values within the neighborhood. Granting the CUP will not be injurious to the use and enjoyment of surrounding property, nor negatively impact property values within the neighborhood, as these structures exist and are used regularly today. Additionally, two structures that are not currently utilized are proposed to be removed as a way to reduce potential impact in the future. D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Granting the CUP will not impede the development of surrounding properties. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Public facilities are not required for the proposed conditional use. F. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. With the proposed conditions of approval, the use conforms with applicable regulations in the district. The portions of the structures that do not comply with the prevailing standards are protected as legal, nonconformities. G. The conditional use and site conform to performance standards as specified by this Chapter. With the proposed conditions of approval, the use and site conform with the applicable performance standards. D. Variance The application requires a variance from the following three variances: 1. An exemption from the OS&P requirement for a 100’ perimeter buffer zone for portions of the site abutting a public street. Page 23 of 27 2. An exemption from the OS&P requirement that all lots must front a paved, internal street. 3. A 91’ setback for an agricultural structure where 100’ is required. Section 1070.040 provides the following standards to review variance requests. 1. That there are practical difficulties in complying with the Zoning Ordinance. The League of MN Cities defines a three-factor test for the term “practical difficulties”: - The property owner proposes to use the property in a reasonable manner not otherwise allowed by the Zoning Ordinance. - The plight of the landowner is due to circumstances unique to the property and not created by the landowner; and - The variance will not alter the essential character of the locality. Section 1070.040, Subd. 2(B) of the Zoning Ordinance specifically calls out the last two factors as their own standards and will be discussed individually. Therefore, the City typically uses this first standard to focus on evaluating the “reasonableness” of the request. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 3. That the granting of the variation will not alter the essential character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. 5. The variance is consistent with the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of granting the variance. The applicant must show that these standards are satisfied with their request. The applicant’s narrative explains Lot 1, Block 4 and Lot 1, Block 5 are existing residences along Oakdale Drive, and they request the structures on these lots be allowed to remain. Staff believe it is helpful to keep in mind that the subdivider’s family lives in what will become Lot 1, Block 4, and they will continue to utilize the outlots for their farming operations. Further Lot 1, Block 5 will be taking a property that is only 0.39-acre today (which did not meet the minimum lot standards for the RR district) and will be adding land to that residence to make it a 3-acre lot. Staff Analysis on Variance #1: OS&P Buffer Zone of 100’: Staff agrees there is a practical difficulty for the existing residences to comply with this buffer requirement. If the variance were to be denied, this would force the subdivider’s family to demolish/move a fairly new house on their homestead as well as Page 24 of 27 remove/relocate an existing agricultural structure by 9’ that is relied upon in the operations of their farm. This would also require the well and house for Lot 1, Block 5 to be removed/relocated. Staff agree it is reasonable for existing residences to remain. The structures as pre-existing conditions of the site are fairly unique and are not a condition created by the current landowner. Since the lots and structures exist today in their current capacity, granting a variance from the buffer requirement will not alter the essential character of the locality. Arguably, the visibility of the agricultural structures is part of the rural character expected in this area. It is unclear why this requirement was adopted; however, it can be speculated this standard provides screening from denser development in the rural area. However, there will only be two residential lots visible from Oakdale Drive which are already visible today. The majority of the subdivision will not be visible from Oakdale Drive. Granting the variance would not conflict with the goal of the Comprehensive Plan for this area to remain rural with natural areas, planted fields, hobby farms, and large residential lots. While staff believe it makes sense to grant this variance, staff also recommend minimizing the extent of the variance granted. There are areas on both lots that would be able to accommodate a 100’ buffer yard as required by the OS&P. Staff recommends that the applicant be required to plant the buffer yard where it will not conflict with existing structures as a condition of granting the variance. This was affirmed with the Planning Commission’s recommendation and is included in the variance resolution. The landscaping plan is required to be updated accordingly. Staff Analysis on Variance 2: OS&P Requirement for All Lots to Front a Paved Street, Internal to The Site Again, the reasonableness of this request stems from the fact that these two lots have direct access onto Oakdale Drive today, and that access is requested to remain. The current residence on Lot 1, Block 4 cannot be easily served by the creation of a paved street internal to these two lots. The driveway for Lot 1, Block 5 is on the west side of the house, so there would also be practical difficulty in flipping the orientation of the driveway Figure 13 Aerial Image Showing Driveways Page 25 of 27 towards an internal street to the east. The lot access on Oakdale Drive is a pre-existing condition of the sites that is unique to these lots and was not created by the current landowner. Since direct access onto Oakdale Drive exists for these lots today, granting a variance to this OS&P standard will not alter the essential character of the locality. It is speculated this standard was adopted so that denser development was served by an internal roadway rather than having multiple driveways access on higher volume roadways and/or roads designed for lots with a minimum requirement of 200’ of road frontage (reducing the spacing of driveways). The existing driveway from Lot 1, Block 5 is more than 200’ away from the western most driveway on Lot 1, Block 4. Granting the variance would not conflict with the goal of the Comprehensive Plan for this area to remain rural with natural areas, planted fields, hobby farms, and large residential lots. The City could condition granting the variance on removal of one of the two driveways that serve Lot 1, Block 4 as a way to minimize the impact of granting the variance and reducing the number of driveways with direct access to Oakdale Drive. The Planning Commission did not recommend this as a condition of granting the variance as it was found that the current horseshoe-shaped driveway is safer for the large vehicles and trucks that regularly access the site so that these vehicles do not need to backup onto Oakdale Drive. This is not included as a condition of approval in the variance resolution. Staff Analysis on Variance 3: A 91’ setback for an agricultural structure where 100’ is required. The reasonableness of this request again relies on the argument that the northern most agricultural structure exists today and is relied upon by the subdivider in the operations of their farm. Moving the structure 9’ to comply with a 100’ setback creates a burden on the landowner when the location of the structure is not changing (it is just the amount of public ROW that will be changing with the plat). The pre-existing nature of the structure is unique, and the dedication of additional ROW is a requirement of the City on collector roads. While the applicant is pursuing this plat, they would gladly keep their northern lot line the same if it were allowed by the City. Since the agricultural structure exists today, granting a variance for a 91’ setback will not alter the essential character of the locality. It is speculated this standard was adopted to provide a buffer between residential lots and agricultural uses. A 91’ setback from the property line will still provide a majority of the required setback to provide separation from residential uses north of Oakdale Drive. Granting the variance would not conflict with the goal of the Comprehensive Plan to keep this area rural with agricultural uses as it will allow an existing farm to continue with minimal disruption. The City could condition granting the variance on planting the 91’ setback with the required buffer yard for OS&Ps as a way to screen the structure from Oakdale Drive. This condition was affirmed by the Planning Commission recommendation and is included in the variance resolution. Page 26 of 27 E. Summary of Discussion Items 1. Preliminary Plat a. OS&P Design Objectives i. The City Council should review and discuss whether the proposal sufficiently meets the design objectives of the OS&P. The Planning Commission recommended including a condition of approval that the public right-of-way be planted with native seed. b. The existing septic site for Lot 1, Block 5 may be in conflict with the Engineering requirement for the eastern lot line to be moved to the west (staff highly recommends by at least 15’). The City Council should provide feedback on the two pathways forward outlined for the applicant should this prove to be true. i. Find two new suitable septic sites for Lot 1, Block 5 to be approved by Hennepin County. Remove the existing septic system. ii. Apply for a rezoning and preliminary planned unit development application to allow for deviations from the minimum lot standard and/or off-site septic. 1. This same option could also be applicable should an alternative suitable septic site for Lot 1, Block 4 and Lot 1, Block 5 cannot be found within the proposed lot boundaries. 2. Conditional Use Permit a. Does the Council find the standards for a CUP have been met to allow agricultural structures in excess of the by-right footprint of a parcel less than 10 acres when it is adjacent to an actively farmed parcel under the same ownership? b. Are there other conditions of approval that should be added to mitigate the impact of granting the CUP? 3. Variances a. An exemption from the OS&P requirement for a 100’ perimeter buffer zone for portions of the site abutting a public street. i. Does the City Council find the practical difficulties standard is satisfied? ii. Does the City Council agree with the proposed condition of approval to plant the 100’ perimeter buffer where it will not conflict with structures? iii. Are there other conditions of approval to include that mitigate the impact of granting the variance? b. An exemption from the OS&P requirement that all lots must front a paved, internal street. i. Does the City Council find the practical difficulties standard is satisfied? Page 27 of 27 ii.Does the Council agree that the horseshoe-shaped driveway on Lot 1, Block 4 should remain? iii.Are there other conditions of approval to add to mitigate the impact of granting the variance? c.A 91’ setback for an agricultural structure where 100’ is required. i.Does the Council find the practical difficulties standard is satisfied? ii.Does the Council agree with the proposed condition of approval to plant the 91’ setback in accordance with the OS&P perimeter buffer requirement? iii.Are there other conditions of approval to add to mitigate the impact of granting the variance? 5. Recommendation The Planning Commission and staff recommend approval of the following: 1. Resolution 2024-50 Approving the Preliminary Plat 2. Resolution 2024-51 Approving the Conditional Use Permit 3. Resolution 2024-52 Approving the Variances Attachments 1. Resolution 2024-50 Approving the Preliminary Plat 2.Resolution 2024-51 Approving the Conditional Use Permit 3.Resolution 2024-52 Approving the Variances 4.Engineering Memo 5.Applicant Narrative 6.Plans 7.Public Comment City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 1 of 8 Motion By: Seconded By: A RESOLUTION APPROVING A PRELIMINARY PLAT FOR “HEATHER MEADOWS 3RD ADDITION” ON THE PROPERTIES LOCATED NEAR OAKDALE DRIVE AND HEATHER LANE (PID 05-119-23-31-0001; 05-119-23-32-001; 08-119-23-22-0011) (CITY FILE NO. 24-002) WHEREAS, Mark and Markus Lee (“the applicant”) request approval of a preliminary plat to create 12 single-family lots and 2 outlots from three properties described as follows: See Attachment A. WHEREAS, the Planning Commission reviewed the preliminary plat at a duly called public hearing and recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a preliminary subject to the following findings and conditions: 1.A preliminary plat is approved, in accordance with the plans received by the City on January 22, 2024, with additional material received as of April 2, 2024, April 3, 2024, April 11, 2024, April 12, 2024, April 22, 2024, and April 29, 2024, except as amended by this resolution. 2.Approval is contingent upon City Council approval of the variance for Lot 1, Block 4 and Lot 1, Block 5 to not front a paved street, internal to the site. The applicant shall comply with all conditions of approval. 3.The applicant shall comply with all requirements in the City Engineer Memo dated April 23, 2024. 4.Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity commences. The applicant is responsible for obtaining all required permits and approvals. 5.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 must be purchased from the City. b.Wetland signs must be installed on treated 4x4 wooden posts. c.Wetland buffer signs must be installed prior to issuance of building permits. d.The installation of the wetland monument buffer signs according the approved plan must be certified by a registered land surveyor. Attachment Item 8d1. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 2 of 8 e.Wetland buffers must be planted and inspected by the City prior to issuance of building permits unless an alternative timeline is approved by the City. f.Where buffer areas are not vegetated or have been disturbed within the last 10 years, such buffer areas shall be replanted and maintained according to the standards in Section 1050.010, Subd. 8(C) of the Zoning Ordinance. i.The City’s wetland buffer specialist must inspect existing wetland buffers proposed to remain to confirm the existing buffers are undisturbed and in an acceptable condition. This must be completed prior to submittal of the final plat application. g.The minimum and maximum dimensions of all wetland buffers must be confirmed. h.Spacing between wetland buffer monument signs cannot exceed 200’. i.Two additional wetland buffer monument signs are needed on Wetland 3 where the buffer crosses the shared lot line of Lot 4 and Lot 5 of Block 2. j.Wetland buffer plantings and wetland buffer monument signs are deferred on Outlot A and Outlot B until the property is no longer farmed or is further developed, whichever comes first. The planting and sign requirement for these buffers will be based on the prevailing ordinance at such time. 6.Park dedication shall be satisfied by cash-in-lieu of land. Park dedication will be based on the park dedication ordinance in place at the time the final plat is approved. a.Park dedication is required based on the finding that the development will add 10 new single-family homes to the City. b.Residents of the development will need access to nearby existing and future trails and parks that do not exist today as guided by the Comprehensive Plan. c.Cash-in-lieu of land will be used only for the acquisition and development of parks, recreational facilities, playground, trails, wetlands, or open space based on the approved park plan in the Comprehensive Plan. d.Park dedication funds will be collected at the time of final plat in accordance with the City Code requirements. The code stipulates a dedication requirement of 5% of land for land guided at a density of less than 3 units an acre or an equivalent market value in cash, resulting in estimated park dedication fees of $59,540. 7.All homes must meet the minimum residential building standards outlined in Section 1030.030 and 1060.050, Subd. 1(B) of the Zoning Ordinance. 8.All residential lots must have a minimum of 2 parking spaces. 9.If a conditional use permit for Lot 1, Block 4 is not granted to allow an agricultural accessory structure footprint of 7,428 square feet, the plans must be revised to reduce the City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 3 of 8 footprint to the square footage allowed for accessory structures on a 4-acre lot per Section 1030.020, Subd. 4. 10.If a variance is not granted to waive the planted buffer requirement of 100’ on Lot 1, Block 4 and Lot 1, Block 5, the plans must be revised to show a buffer yard that complies with this requirement as outlined in Section 940.050, Subd. 1(D)(7). a.The preliminary plat must be revised to remove or relocate structures within the 100’ buffer. b.The landscaping plan must be revised to show the landscaping within the buffer area as required. 11.If a variance is not granted for a 91’ setback for an existing agricultural structure on Lot 1, Block 4, then the plans must be revised to indicate the building will be removed or relocated. 12.The previous perimeter drainage and utility easement on Outlot A of Heather Meadows 2nd Addition must be vacated with the final plat to allow for new perimeter drainage and utility easements to be established based on the proposed lot lines. 13.Well locations are subject to approval by the Minnesota Department of Health. 14.A preservation, restoration, and management plan for the open space shall be submitted with the final plat. 15.Outlot A and Outlot B will be protected by a restrictive covenant in favor of the City that will remain in place until such time that municipal sewer and water are available to serve the site. The covenant will outline the following options in how the open space can be owned until municipal services are available: a.The open space outlots can be dedicated to the City if accepted by the City. b.The open space outlots can be sold to the owner of Lot 1, Block 4. c.The open space outlots can be dedicated to a Homeowners Association that comprises a majority of the homes within this development. d.The open space outlots can be sold to a developer once municipal sewer and water are available. 16.The applicant must use a native seed mix for all public rights-of-way. 17.Prior to submittal of the final plat, the applicant must complete the following: a.Revise the preliminary plat to show the following: City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 4 of 8 i.The eastern lot line of Lot 1, Block 5 shall be moved to the west per the Engineering Memo to allow for a future permittable road connection from Oakdale. 1.The final lot line location for this lot shall be approved by the City Engineer. It is expected that the lot line must be moved at least 15’ to the west. 2.The ghost plat shall also be revised accordingly. 3.Should it be determined that this requirement creates a conflict with the actual location of the existing septic system, the applicant has two options: a.Identify two new suitable septic sites for this lot to be approved by Hennepin County and remove the existing system as part of the required site improvements for the plat. b.Apply for and be granted approval of a rezoning and a planned unit development (PUD) plan to allow for deviation from the minimum lot standards and the use of off-site septic. ii.An alternative septic site must be shown and approved by Hennepin County for Lot 1, Block 4 and Lot 1, Block 5. 1.If a suitable alternative septic site cannot be found within the proposed lot boundary, the applicant must either: a.Adjust the boundary for the affected lot(s); or b.Apply for and be granted approval of a rezoning and a planned unit development (PUD) plan allowing for deviation in minimum lot standards and/or off-site septic. iii.The upland acreage of the open space outlots (defined as gross acres minus wetlands, floodplains, land below the 100-year ordinary high-water level, and any water bodies) must be confirmed to meet or exceed 22.06 acres. iv.The minimum, maximum, and average width of each wetland buffer shall be provided. v.Show two additional wetland buffer monument signs on Wetland 3 where the buffer crosses the shared lot line of Lot 4 and Lot 5 of Block 2 as required by Ordinance. b.Revise the preliminary plans to satisfy the Engineering Memo. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 5 of 8 i.This includes providing a formal Tree Removal Plan. c.Revise the preliminary landscaping plan to confirm compliance with Section 1060.070. i.Minimum size at the time of planting. ii.Indicate tree species. No more than 33% of the planted trees can be of the same species. iii.Indicate use of a native seed mix for planting in the public rights-of-ways. d.Revise the existing conditions survey to reflect the existing perimeter drainage and utility easement on Outlot A of Heather Meadows 2nd Addition. 18.The final locations for street lighting will be approved by Public Safety and the City Engineer. a.If required, the applicant shall provide specifications that demonstrate compliance with Section 1060.040 (Lighting) of the Zoning Ordinance. 19.Drainage and utility easements shall be provided over all wetlands, wetland buffers, stormwater ponds, floodplain, and outlots. 20.Drainage and utility easements shall be provided along the perimeter of all units. 21.A temporary cul-de-sac easement and agreement for the proposed cul-de-sac at the end of Heather Lane must be recorded with the final plat. 22.The applicant is responsible for the cost of modifying and extending the existing driveways and culverts along Heather Lane as found to be necessary to extend the roadway. a.The applicant is expected to work with affected property owners to minimize disruptions. b.The applicant is responsible for correcting any localized damage to the existing portion of Heather Lane that is attributed to the construction project. 23.All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Underground service connections to the street property line of each platted lot shall be installed at the subdivider’s expense. 24.Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5’ from the property line. 25.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 May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 6 of 8 26.If a Homeowners Association is to be created, the applicant shall provide copies of the Homeowner’s Association Documents/Covenants for City review as part of the final plat application. 27.Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 28.All landscaping in rear yards and common areas shall be planted and inspected by the City within one year of issuance of a building permit unless an alternative timeline is approved by the City. 29.Trees in the front yard shall be planted prior to issuance of certificate of occupancy unless an alternative timeline is approved. 30.Parking shall be permitted on one side of local streets and shall be signed in accordance with City standards. 31.Sign permits will be required prior to construction of any signs, temporary or permanent. 32.The final plat shall address all conditions of approval. 33.Prior to release of final plat for recording, the applicant shall enter into the following: a.A Development Contract to provide a financial guarantee to protect the work. b.A stormwater maintenance agreement. c.A temporary cul-de-sac easement and agreement. 34.Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of the final plat. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 7 of 8 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-50 Page 8 of 8 ATTACHMENT A Outlot A, HEATHER MEADOWS, Hennepin County, Minnesota, according to the recorded plat thereof. AND The East Half of the West Two-Thirds of the Southwest Quarter of Section 5, Township 119, Range 23, Hennepin County, Minnesota. AND The North 143 Feet of the East 142 Feet of the West 337 Feet of the East Half of the West Two- Thirds of the Southwest Quarter Except the Road of Section 5, Township 119, Range 23, Hennepin County, Minnesota. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-51 Page 1 of 5 Motion By: Seconded By: A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR AN AGRICULTURAL ACCESSORY STRUCTURE FOOTPRINT ON A 4-ACRE PARCEL NEAR OAKDALE DRIVE AND HEATHER LANE (PID 05-119-23-31-0001) (CITY FILE 24-002) WHEREAS, Mark and Markus Lee (“the applicant”) request approval of a preliminary plat for 12 residential lots and 2 outlots on property described as follows: See Attachment A WHEREAS, the applicant also requests approval of a conditional use permit to allow an accessory structure footprint of 7,236 square feet on a 4-acre property to be subdivided into Lot 1, Block 4 of Heather Meadows 3rd Addition; WHEREAS, the 4-acre parcel will be directly adjacent to an actively farmed outlot under the same ownership; WHEREAS, the Planning Commission reviewed the conditional use permit request 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 conditional use permit request, subject to the following findings and conditions: 1.A conditional permit is approved, in accordance with the application materials received by the City on January 22, 2024, with additional materials received as of April 2, 2024, April 3, 2024, April 11, 2024, April 12, 2024, April 22, 2024, and April 29, 2024, except as amended by this resolution. 2.A conditional use permit is approved to allow an accessory structure footprint of 7,236 square feet to facilitate the farming operations of Outlot A and Outlot B of Heather Meadows 3rd Addition based on the finding that the following conditional use permit standards in Section 1030.020, Subd. 4(I) have been satisfied. a.The proposed use shall be in conformance with all City regulations. i.If a variance is not granted to allow a 91’ setback for the northern most agricultural structure on Lot 1, Block 4, the structure must be removed or relocated to meet the required setback. ii.The setback from the east property line and sidewall height of the structures are accepted as legal nonconformities. Attachment Item 8d2. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-51 Page 2 of 5 b.A certificate of survey was submitted that identifies all existing structures on the site. c.The building material standards required by the Zoning Ordinance have been met. Where building materials do not satisfy the Zoning Ordinance, these are accepted as legal nonconformities. d.The applicant shall provide proof that ownership of Lot 1, Block 4 and Outlot A of the Heather Meadows 3rd Addition plat continues to remain under the same ownership after the final plat is recorded. i.A restrictive covenant required as part of the plat will restrict sale of the farmed outlots. e.The agricultural buildings are used for agricultural purposes only. i.The applicant can use some accessory structures for non-agricultural uses as long as the footprint of the non-agricultural buildings does not exceed the by-right accessory structure footprint for a 4-acre parcel of 2,125 square feet, per Section 1030.020, Subd. 4. 1.Accessory structures in excess of the by-right footprint can only be used for agricultural purposes. 2.Any structure that is not entirely used for agricultural purposes will be considered a non-agricultural structure. a.Even if some portions of a structure are used for agricultural purposes, the entire footprint of the building will be calculated in determining compliance with this standard if portions of the building are utilized for non-agricultural purposes. 3.The following conditional use permit standards in Section 1070.020 are satisfied: a.Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The land is guided for Rural/Ag Residential, and the proposed agricultural structures to serve an adjacent farmed outlot is consistent with the uses envisioned in this area. b.The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. Granting the conditional use will enable the property owner to continue their farm operation which will preserve agricultural land in the Rural Residential area. c.The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish or impair property values within the neighborhood. These structures exist City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-51 Page 3 of 5 and are used regularly today. Two structures that are not currently utilized are proposed to be removed to reduce potential impact in the future. d.The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. e.The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Conditions of approval will ensure compliance with this standard. Portions of the structures that do not comply with the prevailing standards are protected as legal nonconformities. f.The conditional use and site conform to performance standards of the Zoning Ordinance. Conditions of approval will ensure compliance with this standard. 4.The agricultural structures must continue to be used for agricultural purposes only in conjunction with agricultural operations on Outlot A of Heather Meadows 3rd Addition. a.Should the agricultural use of the buildings and/or Outlot A of Heather Meadows 3rd Addition cease, the accessory structure footprint must be reduced to 2,125 square feet. 5.The two existing structures indicated for removal on the preliminary plat shall be removed. 6.Outlot A of Heather Meadows 3rd Addition shall remain under the same ownership of Lot 1, Block 4 of Heather Meadows 3rd Addition. 7.The applicant must sign an affidavit that states all structures in excess of the by-right footprint are used for agricultural purposes only. 8.None of the structures can be used for commercial purposes unless the applicant applies for City approval of a home occupation and such approval is granted. 9.None of the structures can be used as an Accessory Dwelling Unit unless the applicant applies for approval and such approval is granted. 10.Prior to release and close out of the escrow account, the applicant must complete the following: a.The approving resolution must be recorded at Hennepin County. b.The applicant must provide proof of recording to the City. c.The applicant must remove the two buildings identified for removal. i.A final inspection must be completed by the City to confirm removal and stabilization of the land. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-51 Page 4 of 5 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mar Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-51 Page 5 of 5 ATTACHEMENT A Outlot A, HEATHER MEADOWS, Hennepin County, Minnesota, according to the recorded plat thereof. AND The East Half of the West Two-Thirds of the Southwest Quarter of Section 5, Township 119, Range 23, Hennepin County, Minnesota. AND The North 143 Feet of the East 142 Feet of the West 337 Feet of the East Half of the West Two- Thirds of the Southwest Quarter Except the Road of Section 5, Township 119, Range 23, Hennepin County, Minnesota. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-52 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING THREE VARIANCES FOR “HEATHER MEADOWS 3RD ADDITION” ON THE PROPERTIES LOCATED NEAR OAKDALE DRIVE AND HEATHER LANE (PID 05-119-23-31-0001; 05-119-23-32-001; 08-119-23-22-0011) (CITY FILE NO. 24-002) WHEREAS, Mark and Markus Lee (“the applicant”) request approval of a preliminary plat for 12 residential lots and 2 outlots on property described as follows: See Attachment A WHEREAS, the applicant also requests approval of three variances from a setback requirement and underlying open space and preservation plat standards; WHEREAS, the Planning Commission reviewed the request at a duly called Public Hearing and recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for three variances subject to the following findings and conditions; 1.The requested variance from Section 940.050, Subd. 1(D)(7) to exempt Lot 1, Block 4 and Lot 1, Block 5 from the 100’ buffer requirement along Oakdale Drive is approved based on the following findings: a.That there are practical difficulties in complying with the Subdivision Ordinance. Both lots have existing structures within the required 100’ buffer yard. It is reasonable for the existing structures to remain in their current location. b.That the conditions upon which a petition for a variation is based are unique to the parcels of land for which the variance is sought and were not created by the landowners. c.That the granting of the variation will not alter the essential character of the locality. The structures exist today in their current capacity. The visibility of agricultural structures is part of the rural character expected in this area. d.The proposed variance would be in harmony with the general purposes and intent of the ordinance. This standard was adopted to provide screening from denser development within the rural area. There will only be two residential lots visible from Oakdale Drive, and these lots are visible today. The majority of the subdivision will not be visible from Oakdale Drive. e.The variance is consistent with the Comprehensive Plan. The variance does not conflict with the intent for this area to remain rural with natural areas, planted fields, hobby farms, and large residential lots. Attachment Item 8d3. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-52 Page 2 of 4 f.The City may impose conditions on the variance to address the impact on the variance. i.The applicant must revise the landscaping plan to plant the required buffer on Lot 1, Block 4 and Lot 1, Block 5, where such buffer will not conflict with existing structures. 2.The requested variance from Section 940.050, Subd. 1(E)(4) to allow Lot 1, Block 4 and Lot 1, Block 5 to front a paved street that is not internal to the development is approved based on the following findings a.That there are practical difficulties in complying with the Subdivision Ordinance standard. Both lots have existing direct access to Oakdale Drive. The existing driveways and house locations were constructed based on this access. It is reasonable to request direct access remains. b.That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and are not a condition created by the existing landowner. The established access is a pre-exiting condition unique to the site. c.That the granting of the variation will not alter the essential character of the locality. The access on to Oakdale Drive for these lots exists today. d.The proposed variance is in harmony with the general purposes and intent of the ordinance. It is speculated this standard was adopted so that denser development was served by an internal roadway rather than having multiple driveways access a road designed for lots with a minimum requirement of 200’ of road frontage to reduce the spacing of driveways. The existing driveway from Lot 1, Block 5 is more than 200’ away from the western most driveway on Lot 1, Block 4. e.The variance is consistent with the Comprehensive Plan as a deviation does not conflict with the goal for this are to remain rural with natural areas, planted fields, hobby farms, and large residential lots. f.The City does not find it necessary to impose conditions on this variance request to address the impact of the variance. 2.The requested variance for flexibility from Section 1030.020, Subd. 3(E)(1)(d) to allow a 91’ setback for an agricultural structure is approved based on the following findings: a.That there are practical difficulties in complying with the zoning ordinance. The northern most agricultural structure on the property exists today and is not proposed to be moved. Moving the structure 9’ to comply with a 100’ setback creates an unnecessary burden on the landowner when the change in setback is the result of additional right-of-way provided to the City for Oakdale Drive. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-52 Page 3 of 4 b.That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and was not created by the landowner. The pre-existing nature of the structure is unique, and the additional right-of-way requirement is not the fault of the landowner. c.That the granting of the variation will not alter the essential character of the locality. The agricultural structure exists today and is an expected use that fits with the character of the locality. d.The proposed variance is in harmony with the general purposes and intent of the ordinance. It is speculated the large setback was established to provide separation from residential and agricultural uses. A 91’ setback is still a large separation to meet the intent of the ordinance. e.The variance is consistent with the Comprehensive Plan as a setback of 91’ does not interfere with the desire to encourage rural/agricultural uses in this area. Granting the variance will allow an existing farm to continue operations with minimal disruptions. f.The City may impose conditions on the variance to address the impact on the variance. i.Where it will not create a conflict with the building, the 91’ setback should be planted with the required buffer yard required for the open space and preservation plat to provide screening along Oakdale Drive. 3.The applicant is required to record this resolution with the Hennepin County’s Recorder’s Office and provide proof of recording to the City. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-52 Page 4 of 4 ATTACHMENT A Outlot A, HEATHER MEADOWS, Hennepin County, Minnesota, according to the recorded plat thereof. AND The East Half of the West Two-Thirds of the Southwest Quarter of Section 5, Township 119, Range 23, Hennepin County, Minnesota. AND The North 143 Feet of the East 142 Feet of the West 337 Feet of the East Half of the West Two- Thirds of the Southwest Quarter Except the Road of Section 5, Township 119, Range 23, Hennepin County, Minnesota. Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Heather Meadows 3rd Addition Date: April 23, 2024 Exhibits: This Memorandum is based on a review of the following documents: 1. Preliminary Plans – Heather Meadows 3 rd dated 04/02/2024. Comments: General: 1. Consistent with the review process, a comment response letter shall be provided in which the applicant provides a written response to each of the items below. 2. In addition to engineering comments, the proposed plans are subject to review by planning, zoning, and land-use and shall meet other applicable codes of the City of Corcoran. 3. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 4. For any site activity (demo, grading, utilities, etc.) no closures or restrictions of any kind shall be imposed upon the public use of Oakdale Drive or Heather Lane without the City’s permission. Should any lane restrictions be necessary, the Contractor shall notify the City at least 7 days in advance and provide a Traffic Control Plan. 5. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 6. Review missing icons and hatches in Sheet 3 Legend. 7. Incorporate 2024 Corcoran standard detail plates in construction plan set. Plat: 1. Clarify easement linework on back half of Lot 4 Block 2. 2. ROW dedication along Oakdale shown as a 50’ half ROW. ROW dedication for collector street is typically 40’ half ROW with 10’ of D&U easement. 3. 66’ stub for ROW connection to Oakdale is shown directly over wetland and drainage ditch. Wetland permitting will require avoidance which will likely obstruct permitting this access location. Shift ROW location and access to it can be permitted and constructed at future date. 4. Label ROW on sheet 4 as 66’ ROW. 5. Drainage and utility easement required over entirety of all outlots and Pond HWL; Show line on plans identifying the limits of the HWL. Easement should be far enough from the HWL to allow for construction tolerances so constructed HWL does not end up outside of easement. Attachment Item 8d4. April 23, 2024 Heather Meadows 3rd Kevin Mattson, City of Corcoran Page 2 of 4 Erosion Control/SWPPP 1. Preparation of and compliance with a SWPPP shall be required for construction. 2. Provide erosion control plan and restoration plan for review with final plat. Transportation 1. The proposed development is adding an additional 9 residential homes by the extension of an existing rural residential roadway. 2. The existing intersection of Heather Lane and Oakdale Drive operates adequately today with clear and safe sightlines in either direction. The addition of 9 residential homes on this rural roadway would not require turn lane improvements on Oakdale Drive as the City has typically required 20-new homes, or the equivalent there of, to require turn lane improvements of the development. 3. Heather Lane is approximately 25 years old and was constructed at the time of the Heather Meadows 2nd addition. The roadway is showing signs of aging with some transverse and longitudinal cracking, however appears to be in an adequate structural condition for its age. The roadway should be able to structurally support being used as the access to the construction project, with construction vehicles abiding by 10-ton weight restrictions. The City should document the condition of the roadway with high-definition video and photos prior to construction which can be reviewed post construction. Any localized damage attributed to the construction project should be corrected by the development. 4. Update roadway width to be a minimum of 28’ face to face to allow for one sided parking. 5. Reference Corcoran standard detail for temporary cul-de-sac radius and remove the bituminous wings. 6. Existing cul-de-sac should be removed, and roadway extended through with proposed development. Existing driveways and culverts should be modified and extended as necessary. 7. The proposed roadway will operate as a significantly long cul-de-sac under the current condition. The roadway is being extended to the property line so it can be looped when future development occurs to the west. As this area is not in the MUSA the timing of that is unknown. 8. Public safety should review to determine if an overhead light at Heather Lane and Oakdale Drive is appropriate, as has been done with recent rural developments. 9. Include line work for street drain tile clean-out locations on storm sewer plans for final plat review. Site Plans 1. The existing and proposed drainage and utility easements shown shall be clearly labeled on all plan drawings. The wetland buffer zones shall also be clearly identified and labeled. 2. Include 12’ pond access route for Dry Pond on Block 1 Lot 2. 3. Provide a tree removal plan with the areas of trees to be removed clearly hatched. 4. A small, farmed upland piece is located to the northwest of the plat. Confirm if farmed land will be accessible through Outlot B. Grading /Stormwater 1. The Construction Plans shall identify if any existing vegetation is planned to be utilized with the buffer so they can be reviewed by the City for approval. o It is assumed that all wetland buffers will be established with the project. April 23, 2024 Heather Meadows 3rd Kevin Mattson, City of Corcoran Page 3 of 4 o A buffer establishment plan shall be provided noting the details on how and when the buffer will be planted as well as a plan and schedule for the maintenance to ensure they are properly established. The establishment plan shall identify specific seed mixes with the type and rates at which the mixes shall be applied. 2. Any retaining walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the City. 3. All drainage swales shall maintain a minimum of 2% slope and all slope should be 4:1 or flatter unless approved by the City Engineer. 4. Individual lot exhibits showing grading, driveway slopes, house elevations, and culverts within the ditch meeting Corcoran standard detail STO-15 shall be submitted at final plat. 5. A mapped FEMA floodplain is just adjacent to the southern edge of the development. The grading plans shall identify the floodplain elevations and any low areas which are below the adjacent flood elevation. The plans should then show any proposed mitigation of floodplain volume within the site. Stormwater 1. Reference the City of Corcoran Stormwater Guidelines for Development Review for standards for stormwater systems and modeling. 2. Provide MIDS or a similar calculation to demonstrate that the site meets the total phosphorous and total suspended solids reduction standards for all treatment practices. 3. Rational calculations shall be provided to confirm all pipe sizes and inlet capacity at the time of final plat. 4. Provide rational method drainage map for individual inlets. 5. Show NWL and HWL level for all wetlands on all plan sheets. 6. Model Wetland 5 and Wetland 6 in HydroCAD to establish low floor elevation. 7. Sumps will be required in all storm structures with drops in of 18” or greater as well as the last accessible structures prior to stormwater basins. 8. Provide profile views for all storm sewer to be installed for final plat review. 9. The wetland buffer signage shall also be clearly identified and labeled. There appear to be missing signs around Wetland 5 and Weland 6. 10. Provide scale bar and north arrow on existing and proposed drainage figures. 11. Label clearly on plans EOF’s for all areas where water will be collected including all low areas in roadways and greenspaces including wetlands if water is collected. 12. All stormwater ponds require a 10:1 safety bench. 13. Show labels and details for trash guards and rip rap on construction plans for final plat review. 14. Provide a minimum of 0.5’ of drop between the incoming tile line and the outlet pipe within the OCS. 15. Correct STO-17 detail Section A-A elevations to match the elevations shown in the model. 16. Starting water surface elevation of Pond 2 in the model must start at the constructed weir wall elevation of 970. 17. Show the primary 15” outlet for Pry Pond on construction plans. 18. Provide NWL, EOF elevation and EOF flow path for dry pond located in Block 2. 19. Provide a minimum separation of 1’ from the HWL to the EOF and an additional 1’ from the EOF to top of berm. Plans show stormwater pond 2 and dry basin do not meet these requirements. April 23, 2024 Heather Meadows 3rd Kevin Mattson, City of Corcoran Page 4 of 4 Watermain/Sanitary Sewer 1. Hennepin County shall review and approve of all septic locations. At time of grading, septic sites shall be clearly marked to ensure septic sites are kept viable. 2. Wells to be reviewed and approved by MDH at time of well permitting. End of Comments NARRATIVE HEATHER MEADOWS 3RD ADDITION LOCATION: 22901 Oakdale Drive, Corcoran, MN 55374 PID 05-119-23-33-0001 CONTACT INFORMATION: Owner: Markus Lee, Mark Lee 22901 Oakdale Drive Corcoran, MN 55374 763-350-3290 (Markus) 612-599-9294 (Mark) markus@leestreefarm.com Leebluewater@yahoo.com Engineer & Land Surveyor: Otto Associates, Inc. Paul Otto 9 West Division Street Buffalo, MN 55313 (763)682-4727 paul@ottoassoicates.com SITE DATA: Area: 88.22 acres Number of Lots: 12 Development Type: Open Space & Preservation Construction: Summer 2024 – Fall 2024 (wear course in 2025) DEVELOPMENT DESCRIPTION: The development proposes to preserve two large outlots for farming activities that will be owned by the current owner. It is anticipated that these will be future residential lots. Six of the twelve proposed lots are adjacent to the outlots. Only one lot is proposed adjacent to the existing Heather Meadows development in order to provide buffer from the new homes. The nearest proposed home is approximately 400’ away from the existing home. The street follows a ridge such that the proposed homes overlook wetlands and perimeter tree stands. It will be constructed as a single phase. Attachment Item 8d5. Two existing homesteads are being platted into lots along Oakdale Drive. The existing outbuildings will be preserved with the exception of 2 buildings to be removed within Lot 1 Block 4. Buildings have been identified by Markus and city representatives during an onsite visit. UTILITIES: Individual septic systems and wells are proposed. LOT 1, BLOCK 4: This lot will remain under the same ownership as the actively farmed outlot. The Accessory Structures will remain with the exception of two buildings to be removed that have been specified during an onsite visit with city representatives and Markus Lee. Variance: Since the lots platted along Oakdale Drive aren’t new but rather the existing homesteads are being preserved, we are requesting a variance from the buffer standard. Conditional Use Permit: We are requesting a conditional use permit to continue to operate Lot 1 Block 4 under current Ag status. Lee’s Tree Farm (owned by Markus and Mark Lee) currently uses Lot 1 Block 4 and outlots as a staging area to grow, maintain and harvest trees. We are currently a tree farm and plan to continue growing trees in both out lots. Areas of the out lots that are not planted into trees will be planted into some sort of Ag crop. If Farming stops outbuildings on Lot 1 Block 4 will be removed and Lot 1 Block 4 will conform to current rural residential standards. There will be no impact to adjoining properties. We have been using this property to Farm trees for 3 years and plan to continue normal operations. There will be very little or no change to how it is currently being used. Under current Ag status we are able to successfully operate our farm and wish to keep current Ag status inclusive with the CUP. Tree Preservation Plan: There will be very minimal tree removal during this project. There is a current row of trees (wind break) running east and west that the road will have to go through. Very few trees will need to be removed during construction. Landscape Plan: Each Lot will have a minimum of one tree planted. Tree will be at least 2’’ caliper. HOMEOWNER’S ASSOCATION (HOA): There will be no HOA unless required by city. Covenants: We will not have any covenants that exceed current city requirements. Oakdale DriveRUSH CREEK LAOutlot B112123456Outlot A142Heather LaneOakdale Drive71315Heather LnRUSH CREEK LANNVicinity MapSHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comHEATHER MEADOWS THIRD ADDITION Mark Lee Corcoran, MN PRELIMINARY PLAT 22-017701-16-2415Feet0100200PRELIMINARY PLAT OFHEATHER MEADOWSTHIRD ADDITIONAttachment Item 8d6. Outlot B112123456Outlot A142Heather LaneOakdale Drive71315Heather LnRUSH CREEK LAOakdale DriveRUSH CREEK LANNVicinity MapSHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comHEATHER MEADOWS THIRD ADDITION Mark Lee Corcoran, MN PRELIMINARY PLAT 22-017701-16-2416Feet0100200PRELIMINARY PLAT OFHEATHER MEADOWSTHIRD ADDITION Outlot B 1 1 2 1 2 3 456 Outlot A 1 4 2 Heather Lane Oakdale Drive 7 1 3 1 5 Heather LnRUSH CREEK LA N SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comHEATHER MEADOWS THIRD ADDITION Mark Lee Corcoran, MN PRELIMINARY WETLAND BUFFER PLAN 22-017701-16-2425Feet060120 Heather LaneHeather LnOutlot B1212345612713SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comN 22-017701-16-2435PRELIMINARY STREET GRADING& EROSION CONTROL PLANHEATHER MEADOWS THIRD ADDITIONMark LeeCorcoran, MNFeet060120 HEATHER LANEOutlotB121234561213Heather Lane Heather Ln01-16-24PRELIMINARY STREET PLAN HEATHER LANESTA 0+00 TO STA 10+00HEATHER MEADOWS THIRD ADDITIONMark LeeCorcoran, MN22-0177SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com45N Feet050100I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: HEATHER LANE1 2 1 2 3 4 5 6 1 2 7Heather Lane01-16-24PRELIMINARY STREET PLAN HEATHER LANESTA 10+00 TO STA 16+18HEATHER MEADOWS THIRD ADDITIONMark LeeCorcoran, MN22-0177SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.com55NFeet050100I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Paul E. OttoLicense # 40062 Date: Oakdale Drive RUSH CREEK LA N Feet0100200SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comHEATHER MEADOWS THIRD ADDITION Mark Lee Corcoran, MN RESOURCE INVENTORY 22-017701-16-2411 Heather LnHeather LaneOakdale Drive 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21222324 25 26 27 28 1 1 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 23 2 3 4 5 29 891011 6 1 Project No. Revised:Checked By: Requested By: Date:Drawn By:Scale: Engineers & Land Surveyors, Inc. 9 West Division StreetBuffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 www.ottoassociates.comdenotes 1/2 inch by 14 inch iron pipe set and marked by License #40062 denotes iron monument found 4-19-22 Mark Lee T.R.K.1"=150'P.E.O. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. _______________________________ Paul E. Otto License #40062 Date:_____________ Ghost Plat N N Vicinity Map Feet 0 150 300 This message was sent from outside of the organization. Please do not click links or open attachments unless yourecognize the source of this email and know the content is safe. From:Daniel Buchholtz To:Natalie Davis Subject:Heather Meadows 3rd Addition Date:Tuesday, April 23, 2024 12:18:31 PM Natalie, My name is Daniel Buchholtz and I live at 23153 Meadowview Dr. I received the public hearing notice for Heather Meadows 3rd Addition and I have some questions. 1.What landscaping is being proposed for Outlot B. Will there be trees planted along the west property line of Outlot B to screen the new development? 2.There is open space being preserved, presumably Outlot A, that will provide a density bonus for this development. Is that open space secured by a permanent easement? Who holds the easement? 3.This field currently drains into a wetland that is on my property. What steps will be taken to protect water quality in this wetland? 4.Will the City trim the arborvitae that is located within the site triangle at the intersection of Heather Lane/Meadowview Drive? With only three houses currently, this isn't a big deal, but if there are going to be twelve additional homes, this intersection could become more dangerous should that arborvitae remain at its current size. 5.What tree preservation will be required. WIll the existing tree line remain (minus the road going through)? I would appreciate your answers to these questions, as well as a copy of the development applications. I would also appreciate a copy of your planning report when completed. Thanks! Dan Attachment Item 8d7. Page 1 of 41 STAFF REPORT Agenda Item 8e. City Council Meeting: May 21, 2024 Prepared By: Natalie Davis McKeown Topic: Fairway Shores Villas at Cook Lake Comprehensive Plan Amendment, Rezoning, Preliminary Planned Unit Development Plan, and Preliminary Plat (PID 25-119-23-11-0001) (City File No. 24-006) Action Required: Decision Review Deadline: July 9, 2024 1. Application Request Mike Bergeron of Bergeron Development, the applicant, requests approval of a land use application to create 75 single-family residential lots and 5 oulots. The proposed subdivision is located directly east of 7600 Maple Hill Rd, west of Cook Lake, and northeast of the County Road 10 (Bass Lake Road) and Maple Hill Road intersection. The subject property is roughly 40 acres. The land use application includes the following requests: comprehensive plan amendment, rezoning, preliminary Planned Unit Development (PUD) plan, and a preliminary plat. 2. Context Background The subject property is an undeveloped parcel of land used for agriculture. There is an adjacent property of roughly 16.5 acres to the east under the same ownership, but this property is located within Maple Grove. Utilities are available at the site, and there is a pre-existing 65’ wide easement along the north and east portions of the site for utilities. Historically, this site was accessed through a private easement agreement with the Figure 1 Site Location Map Page 2 of 41 Chastek property to the west. The Bass Lake Crossing Development stubbed Fir Lane to the southwest property line of this property. Zoning and Land Use The proposed property is guided for low density residential and zoned RSF-2 (Single Family Residential 2). The application includes a request to rezone the property to a PUD. A large majority of the property appears to be within the Shoreland Overlay District. There are no structures on the site. The property is within the Metropolitan Urban Service Area (MUSA) and Phase 1 of the 2040 Staging Plan. Surrounding Properties The guiding, zoning, and existing use of the surrounding properties are detailed in the table below. All surrounding properties are within the MUSA. Direction Guided Zoning District Use Staging Phase North Public / Semi-Public Public / Institutional Golf Course Phase 3 2030-2035 East Maple Grove Maple Grove Agriculture N/A South - Low Density Residential - Mixed Residential Planned Unit Development (PUD) - Bass Lake Crossing - Cook Lake Highlands - Residential - Daycare (under construction) - Memory Care (approval granted) Phase 1 2020-2025 West Low Density Residential RSF-2 Agriculture (“Chastek property”) Phase 1 Figure 2 Zoning Map Page 3 of 41 Natural Characteristics of the Site The 2040 Comprehensive Plan’s Natural Resource Inventory Areas map shows a high- quality Maple/Basswood natural community on the subject property. The applicant’s plans preserve this area. A wetland delineation was completed on this property and finalized in January 2023. This process confirmed five wetlands throughout the property. Prior Review The City Council reviewed a concept plan for this application at their regular meeting on June 22, 2023 (“Leuer Sketch Plat” – City File No. 23-013). Flexibilities requested at that time included: - A minimum lot area of 6,690 square feet. - A minimum lot width of 55’. - Minimum side setback of 7.5’. - Minimum rear setback of 25’. - Impervious surface limit of 50% in the Shoreland Overlay district. - Approval of a subdivision with a post-development density between 2.5 – 3 units an acre. The Parks and Trails Commission reviewed this item at their meeting on April 18, 2024. They recommended taking an off-road trail based on the applicant’s plan with the remainder of park dedication handled as cash-in-lieu of land (7-0 vote). Just prior to this meeting, the City of Maple Grove requested the City consider extending a trail easement off the cul-de-sac of Street C to the property line which is also the shared border of Maple Grove and Corcoran. The Commission recommended taking this additional easement as requested as part of the park dedication requirements for the plat (6-1 vote; Commissioner Friedrich nay). There was also some discussion about additional landscaping where the trail is near the golf course to provide a measure of protection from stray golf balls. An official recommendation was not made on this point. Figure 3 Natural Resource Inventory Areas Map Page 4 of 41 The Planning Commission held a public hearing for this item at a public hearing on May 4, 2024. A few members of the public spoke at the hearing. Topics discussed included the following: - General support for the project and the proposed trail along Cook Lake. - The desire for traffic control in the area of this development, particularly along Fir Lane and County Road 10. - Management of drainage from the site. - The northeast corner of the development abutting the 17th hole at Rush Creek Golf Club, meaning there will be a risk of stray golf balls in that area. - Noise from the golf course creating a conflict with new residents located near the golf course. The Planning Commission discussion included the following: - Recommended acceptance of the open space as presented by the applicant as they preferred to see the increased wetland buffers over more open space as the buffers provide more protection to Cook Lake. - The trail alignment in relation to its proximity to Rush Creek Golf Club on the north side of the development. There was discussion of potentially moving the trail to run along the street instead of in the back of the homes along the north, but this did not make it into the official recommendation as this would be a less scenic trail and creates conflicts with driveways. - A desire to provide the requested trail easement to the northeast boundary of the development to offer a future connection to Maple Grove’s trail system along Cook Lake. - Discussion of a chain-link fence to provide some protection from stray golf clubs that still offers a view of the golf course. The Planning Commission unanimously recommended approval of the entire application on a 5-0 vote. 3. Analysis Staff reviewed the application for consistency with the 2040 Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, other City Code requirements, and City policies. A review of the plans was coordinated with the City Engineer and Public Safety team, and their comments are incorporated into this staff report. Detailed comments are attached in the City Engineer’s Memo and Public Safety Memo. The approval conditions require compliance with these memos. A. Level of Discretion in Decision-Making The City has a relatively high level of discretion in approving or denying a comprehensive plan amendment. The comprehensive use plan is the City’s long-range planning tool that indicates what type of development should occur on all land within the City. It is the City’s plan for directing future development and growth. The City Council Page 5 of 41 may guide property as it deems necessary to protect and promote the general health, safety, and welfare of the community. The City has a relatively high level of discretion in approving or denying a Rezoning request (also referred to as a Zoning Ordinance Amendment to the Zoning Map). The proposed zoning for a property must be consistent with the City’s Comprehensive Plan. If the proposed zoning is not consistent with the Comprehensive Plan, the City must deny the rezoning application. The Zoning Ordinance and Map are the enforcement tools used to implement the goals and standards set in the Comprehensive Plan. The City has a relatively high level of discretion in approving a Planned Unit Development (PUD). A PUD must be consistent with the City’s Comprehensive Plan. The City may impose requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community and surrounding area. The City’s discretion in approving a preliminary plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinances. If it meets the standards, the City must approve the preliminary plat. B. Comprehensive Plan Amendment (CPA) For this application to proceed as proposed, a CPA will be required to address the density of the project. The application submitted a preliminary plat that includes 75 residential lots on 40.56 gross acres. The City uses pre-development density to estimate a project’s ability to meet the density requirement to comply with the Comprehensive Plan. After netting out the wetlands on the project, the estimated net acreage is 30.9 acres. Therefore, the estimated pre-development density is 2.43 units an acre. This number can increase between the preliminary and final plat; however, it is unlikely the density will increase to 3 units an acre. The applicant estimates that the density will increase to 2.74 units an acre under the Metropolitan Council’s density calculation used for final plats. Recently, the City adopted a new land use designation within the 2040 Comprehensive Plan called “Conservation Residential”. This new category was officially approved by the Metropolitan Council on May 8, 2024. The adopted category description is as follows: This land use designation identifies areas for residential development at an average density of 2 to 3 units per acre. It is expected to primarily accommodate single-family homes, but twin-homes would also be allowed by the Zoning Ordinance. This land use category will be used sparingly for sites within the 2040 MUSA boundary where a lower density is desirable due to the extent of natural resource preservation within a development site. This proposal includes a request to re-guide the underlying land use category from Low Density Residential to the new land use category. A development within this density Page 6 of 41 range appears to fit at this location as most of this property is within the Shoreland Overlay district for Cook Lake. The Comprehensive Plan is a living document. When the City finds evidence to support a change to the plan, the City Council has the discretion to make a change. The City should consider the following issues when reviewing a CPA request: • Evidence submitted by the applicant demonstrating the reason(s) that the plan should be changed, including, but not limited to, whether new information has become available since the Comprehensive Plan was adopted that supports re-examination of the plan, or that existing or proposed development offers new opportunities or constraints that were not previously considered by the plan. • Whether or not the change is needed to allow reasonable development of the site. • The relationship of the proposed amendment to the supply and demand for particular land uses within the City and the immediate vicinity of the site. • A demonstration by the applicant that the proposed amendment has merit beyond the interests of the proponent. • The possible impacts of the amendment on all specific elements of the Comprehensive Plan as may be applicable, including but not limited to: o Transportation; o Sanitary sewer, including existing and proposed sanitary sewer flows as compared to the adopted plan; o Housing, including the extent to which the proposal contributes to the City’s adopted housing goals; o Surface water, including compliance with the City’s goals for water quality as well as water quantity management; o Water supply; o Parks and open space; and • Consideration of the impact of the proposed amendment upon current and future special assessments and utility area charges, future property tax assessments or other fiscal impacts upon the City. This is a policy decision for the City. The City should evaluate all these issues when considering the decision. Staff recommends approval of the CPA as it will allow reasonable development of a site located within the Shoreland Overlay district and the amendment will cater to supply and demand for a variety of lot sizes. The net density within the overall Metropolitan Urban Service Area (MUSA) was calculated at 3.11 units per acre in the 2040 Comprehensive Plan including the study area in the Southwest District. The Woodland Hills CPA approved by the City on March 28, 2024 (and currently being reviewed by the Metropolitan Council), re-guided 36.74 gross acres (29.86 net acres) to Conservation Residential. With the proposed CPA, an Page 7 of 41 additional 40.56 gross acres (30.9 net acres) will be moved from Low Density Residential to Conservation Residential. The revised estimated net density for the City is 3.09 units an acre, which is still above the minimum of 3 units an acre required within the MUSA. 2040 Future Land Use Gross Acres Net Acres Minimum Density Range Maximum Density Range Minimum Units Maximum Units Existing Residential 1,586.74 1153.7 0.5 1 577 1154 Conservation Residential 77.3 60.76 2 3 122 182 Low Density Residential 3,617.42 2595.8 3 5 7787 12,979 Medium Density Residential 84.74 66.04 5 8 330 528 Mixed Residential 522.43 449.88 8 10 3599 4499 High Density Residential 128.75 80.32 10 30 803 2410 Mixed Use 532.42 459.08 8 30 1836 6886 Grand Total 4865.58 15054 Net Density Units Per Acre 3.09 However, the Metropolitan Council clarified that they do not currently include the study area in the Southwest District in their density calculations. According to the table provided during the review of the Conservation Residential CPA, the City’s density calculation is at 3.36 units per acre. Staff still believe it is important to keep the study area in mind unless/until it is confirmed the study area will not be included in the MUSA in the long-term. However, this does give the City more opportunity to utilize the Conservation Residential land use category. Based on the Metropolitan Council’s calculation, the proposed density of the MUSA overall will be changed to 3.35 units per acre with this amendment. This is shown in the table below. Land Use 2020-2040 Change Density Range Min Max % Residential Net Acres Min Units Max Units Existing Residential 0.5 1 100% 1,019.2 510 1,019 Conservation Residential 2 3 100% 60.76 122 182 Page 8 of 41 Low Density Residential 3 5 100% 2529.74 7,589 12,648 Medium Density Residential 5 8 100% 48.2 241 386 Mixed Residential 8 10 100% 449.9 3,599 4,498 High Density Residential 10 30 100% 80.3 803 2,410 Mixed Use 8 30 50% 229.5 1,836 6,886 Total 4,387.7 14,700 28,029 Overall Net Density Units Per Acre 3.35 C. Rezoning (Zoning Ordinance Amendment – Map) The subject property is currently zoned RSF-2. The applicant requests to rezone the property to PUD. The Zoning Ordinance establishes a PUD zoning district with the purpose of granting flexibility from site design requirements in return for creative community designs of exceptional quality with a combination of public benefits. The PUD ordinance clarifies that PUDs for land guided as low density residential are limited to the listed allowed uses (permitted, accessory, conditional, etc.) as contemplated within the single-family zoning districts: RSF-1, RSF-2, and RSF-3. The presumptive performance standards for this PUD default to the district regulations of the most closely related underlying zoning district. In this case, the proposed minimum lot standards are closest to the standards outlined for RSF-3. The RSF-3 district standards will prevail unless deviation from these standards is specifically approved as part of the PUD. The applicant requests PUD flexibility for the following: - Minimum lot width of 55’ - Minimum lot area of 6,875 square feet - A side setback of 7.5’ - A rear setback of 25’ - Allowance to utilize up to 85% of a single material on front elevations. - Allowance to have garages comprise up to 65% of the viewable ground floor street- facing linear building frontage on up to 13 lots with a width of 60’ – 70’. These lots will be located on Block 5 and near the golf course. - A 45% impervious surface coverage maximum within the Shoreland Overlay District. The concept plan for this development proposal was initially reviewed after the adoption of the City’s PUD Public Benefit Policy on May 23, 2023. Therefore, the proposal will be reviewed against the policy. In exchange for the requested flexibility, the applicant proposes the following public benefits from the City’s policy: Page 9 of 41 - Natural resources preservation (#16). - Use of preferred trees in landscaping (#19). - Higher architectural standards (#21). - Lot size variety (#22). - Larger tree sizes (#23). Staff and the Planning Commission found the following PUD public benefits are also applicable to the proposed development: - Collaboration with adjoining landowner(s) (#2). - Visual termini (#7) - Extraordinary environmental protection (#25) o This will be discussed further in the report and would not apply if the City directs the applicant to reduce the proposed wetland buffer widths (in excess of the minimum required in the Zoning Ordinance) in favor of more open space outside of a wetland buffer. The applicant’s narrative indicates a proposed 25’ front setback and a commitment that the HOA will utilize one company for land or snow removal and one company for sanitation in order to minimize traffic in the long-term. The City may choose to see these as public benefits as well. The PUD flexibility and public benefits are discussed in more detail in the PUD development plan section of this report. The City must review this request for compliance with the PUD standards as follows: 1. The planned development is not in conflict with the Comprehensive Plan. Staff finds that should the proposed CPA be approved; the rezoning request follows the City’s Comprehensive plan. The Conservation Residential land use designation expects single-family home development at a density of 2-3 units per acre. The proposal is for 75 single-family homes with a pre-development density estimated at 2.43 units per acre. A public off-road trail to be dedicated to the City is shown through the property. The applicant’s proposal locates the off-road trail along the northern boundary before moving to the south loosely following Cook Lake to the east. While the trail alignment is a little different than what is shown in 2040 Comprehensive plan, it is still overall consistent and will provide more access to the scenic features of Cook Lake and the surrounding wetland complex. 2. The planned development is not in conflict with the intent of the underlying zoning district and is compatible with surrounding land uses. The underlying zoning district would become RSF-3 based on the proposed lot dimensions. The intent of the RSF-3 district is as follows (Section 1040.050): Purpose. The RSF-3 district is intended to provide for new single-family neighborhoods with a lot area that is smaller than the City’s traditional single- Page 10 of 41 family lot as well as directly related, complementary uses. This zoning district is intended to be the primary single-family zoning district for future residential developments. The smaller lot area will make efficient use of the City’s land supply and investment in public utilities and allow the City to efficiently protect and preserve its natural resources such as wetlands and woodlands. In addition, the smaller lot area will help the City meet its density goal for new single-family homes. Single family homes, as well as two-family dwellings, are allowed in this district. New development within this district will be allowed only when a full range of municipal serves and facilities are available to serve the area. Areas zones RSF-3 are guided Low Density or Conservation Residential on the City’s 2040 Comprehensive Plan. Development within this district is required based on the land use designation in the Comprehensive Plan. Please note, the above sited paragraph includes a zoning ordinance amendment approved with the Woodland Hills application on March 28, 2024. The proposed PUD allows for urban sized lots of a variety of sizes ranging from 6,875 square feet to 13,454 square feet. The PUD will meet the City’s density requirements for Conservation Residential. Additionally, the proposed development will provide efficient use of the City’s land supply and investment in public utilities while preserving wetlands and shoreland. Municipal services are available to the site. The proposal is consistent with the intent of the RSF-3. 3. The planned development is not in conflict with other applicable revisions of the City’s Zoning Ordinance. The proposal is not in conflict with other applicable provisions of the Zoning Ordinance, except that PUD flexibility is requested as noted in the staff report. In exchange for this flexibility, the applicant will provide the above-noted public benefits. 4. The planned development or unit thereof is of sufficient size, composition, and arrangement that its construction, marketing, and/or operation is feasible as a complete unit without dependence upon any other subsequent unit or phase. The planned development is feasible as a complete unit without dependence upon any other subsequent unit or phase. There are design components of this development that are reliant on an adjacent development application to the west (Chastek Family Farms) moving forward. These design components are encouraged for efficiency and as part of efforts to have the two developments collaborate. With this being said, it is possible for the plans to be revised if necessary for these components to be accommodated on site (or easements must be obtained) should the adjacent development not move forward. A condition of approval in the resolution includes that should the adjacent development not move forward on a shared timeline, the plans for this development are subject to modifications approved by the City Engineer. Page 11 of 41 5. The planned development will not create an excessive burden on parks, streets, and other public facilities and utilities which serve or are proposed to serve the planned development. The planned development will not create an excessive burden on parks, streets, and other public facilities and utilities which serve or are proposed to serve the planned development. The proposed PUD is coming in at a density less than what was initially expected for this area when the City last updated its Parks and Trails plan in the 2040 Comprehensive Plan. No off-site improvements are required as a result of this project. The infrastructure feasibility study confirmed that there are no improvements needed at the County Road 10 and Fir Lane intersection. Fir Lane will provide the required access to this development, and City staff worked with the applicant to ensure additional access to the west for access on Maple Hill Road when the adjacent property develops. This was based on a strong recommendation from public safety for emergency planning. This development does not trigger the need for improvements on Maple Hill Road and the County Road 10/Maple Hill Road intersection since it can operate with a single access point on Fir Lane N until the property to the west develops. Trunk sewer is available on site. Water pressure and supply are adequate to serve the site. Looping and stubs per City policy are a requirement of the development. 6. The planned development will not have an undue and adverse impact on the reasonable enjoyment of the neighboring property. The planned development will provide a compatible use to the existing and proposed residential uses to the north, west, and south. The proposed design of the neighborhood is meant to improve public access in the vicinity of Cook Lake. Staff does not find reasoning to suggest this planned development will have an undue or adverse impact on the reasonable enjoyment of neighboring properties. 7. The quality of the building and site design proposed by the PUD plan shall substantially enhance the aesthetics of the site, shall demonstrate higher standards, more efficient and effective use of streets, utilities, and public facilities, it shall maintain and enhance any natural resources within the development, and create a public benefit that is greater than what would be achieved through the strict application of the primary zoning regulations. The PUD will provide quality building and site design; install and provide streets, utilities, and public facilities more efficiently; and create public benefit that is greater than may otherwise be achieved. The applicant worked with staff to add additional access to the west to provide connections and improve circulation between adjacent developments. The proposed design allows for conscientious development within the Shoreland Overlay while still meeting the City’s density requirements. Further, the development will provide a unique public trail experience along the wetland complex of Cook Lake whereas the Parks and Trails map did not show the trail following the lake. Page 12 of 41 D. Preliminary PUD Development Plan The PUD zoning district is meant to offer greater flexibility in site design requirements in exchange for creative community designs of exceptional quality. This may be accomplished through preservation, restoration, and/or enhancement of natural systems; above-average open space amenities; creative design in the layout of buildings, open space, and circulation; compatibility with surrounding land uses and neighborhood character; and providing greater efficiency in the layout and provision of roads, utilities, and other infrastructure. The proposed subdivision is for 75 single-family, one-story villas. The phasing plan anticipates three phases. The first phase starts with 26 lots in the southwest corner. The second phase moves north and west with 35 lots. The third phase then moves south with the final 14 lots. Grading for the site is planned to be completed in a single phase. Uses Per the PUD ordinance, low density residential PUDs are presumed to include all listed uses within RSF-1, RSF-2, and RSF-3. The proposal includes 75 single-family dwellings. Single-family dwellings are a permitted use in these districts. There are no other buildings or facilities proposed. Lot Standards Per the PUD ordinance, the district regulations of the most closely related underlying zoning district are presumed to apply to the development but may be departed from as deemed appropriate to accomplish the purpose and intent of a PUD. The dimensional standards of RSF-3 are provided in the table below as these are the most similar to the proposed PUD. The requested flexibilities from RSF-3 standards are shown in red and green indicates where the proposal exceeds the RSF-3 standards: Dimensional Standard Proposed RSF-3 (Single-Family) Minimum Lot Area 6,875 sq. ft. 7,500 sq. ft. Minimum Lot Width 55 feet 65 feet Figure 4 Phasing Plan Page 13 of 41 Minimum Principal Structure Setbacks: - Front 25 feet 20 feet - Front (porch less than 120 sq. ft.) 15 feet 15 feet - Side 7.5 feet 10 feet (living) 5 feet (garage) 15 feet minimum separation required - Rear 25 feet 30 feet Maximum Principal Building Height 35 feet 35 feet Additionally, most of this property is subject to the Shoreland Overlay district for Cook Lake. The district extends 1,000’ from the ordinary high-water level (OHWL) of Cook Lake. The proposed plat requests the following flexibilities from the Shoreland Overlay district standards: Dimensional Standard Proposed Shoreland Overlay (Non- riparian Lots) Minimum Lot Area 6,875 sq. ft. 20,000 sq. ft. Minimum Lot Width 55 feet 125 feet Impervious Surface Coverage 45% 25% Maximum Height 25 feet 25 feet It should be noted that not every lot will need the requested flexibility from the Shoreland Overlay district; these minimums are based on the smallest lots proposed. PUD Design Standards The application must satisfy the following PUD standards: A. Appropriate Integration. PUDs shall be appropriately integrated into existing and proposed surrounding development. This does not mean the PUD reflects the specific standards of the surrounding area, such as lot size, density, setbacks, or design. While integration may be achieved through such standards, it may also be achieved through continuation of existing land use types, architectural transitions, landscaping buffering, or other means. The proposed subdivision will provide similar sized, if not larger, lots near Bass Lake Crossing to the south and the proposed Chastek Family Farm development to the west. The development will continue the trail system at Bass Lake Crossing and provide a connection point to the Chastek property to the west. The development consists of single-family villas which are compatible with Bass Lake Crossing as well as the Chastek Family Farm proposal. Staff finds this standard is satisfied. Page 14 of 41 B. Variety and Enhanced Design. Since PUDs are expected to exceed standards, most residential PUDs should include a wide variety of styles. Style refers to the exterior image and footprint, not the floor plan. Where a wide variety of styles does not make sense, the PUD should include enhanced building design that exceeds underlying standards. I. PUDs with detached homes must provide house elevations for approval. There should be no less than 5 styles of detached homes. The applicant submitted 6 concept elevations within their narrative. These elevations comply with this standard. Additional analysis on how these elevations comply with Section 1040.040, Subd. 8 (which details architectural requirements for single-family homes within the MUSA) is discussed under the “Single-Family Design Standards” section of this report. C. Open Space. A low-density residential PUD shall provide a percentage of the project area as open space based on the requested lot width minimum as shown in the subsequent table: Proposed Lot Width Required Open Space 72’ or more 0% Less than 72’ – 65’ 7% Less than 65’ – 55’ 12% Less than 55’ 15% The applicant proposes a minimum lot width of 55’ which has an open space requirement of 12%. Open space is a vegetated area or areas available for the common use of and is accessible by all residents or occupants of the buildings within the PUD. Open space shall consist of upland and be calculated on a net basis which excludes private yards, private streets, ROW, or any other non-recreational impervious surface area. Areas within easements shall be used in calculating open space unless the easement is over an inaccessible and/or unusable space, such as wetlands or stormwater ponds. The calculation is based off the net pre-development area. Dedicated parkland or trails shall not be used in calculating open space for a development if these are anticipated in the 2040 Comprehensive Plan. Page 15 of 41 The net pre-development area is 30.90 acres. This means a total of 3.71 acres of open space must be provided. The applicant provided an open space exhibit to evaluate the amount of proposed open space. However, the calculation for net area used the post- development area instead of the pre-development area. Additionally, the wetland area differs from the wetland area noted on other density exhibits. The applicant will need to revise all exhibits to provide consistent land areas. The open space exhibit provided by the applicant proposes 3.29 acres of open space. This provides roughly 10.6% open space based on the pre-development area. A different seeding mix is noted for the open space in order to delineate the common open space areas from the wetland buffers and private residential lots. As will be discussed in the “Wetlands” section of this report, there are areas where the wetland buffer widths and averages exceed the minimum requirements. Reducing these buffers could potentially provide the required amount of open space. It could also be argued that the wetland buffers count towards the open space requirement as this is a vegetated area that is not technically a wetland. The Planning Commission recommended keeping these wetland buffers as much as possible to provide enhanced protection to Cook Lake. Figure 5 Open Space Plan Page 16 of 41 Additionally, the 2040 Parks and Trails map shows a trail that bisects the site at a diagonal in a more direct path. However, the design of the PUD aimed to bring the public trail along the wetland complex of Cook Lake. Staff estimates the route proposed by the applicant provides a little over a ¼ acre more trail than what is shown in the City’s comprehensive plan. The Planning Commission preferred the proposed trail alignment and recommended accepting the open space as proposed to satisfy the open space requirement for the PUD. The City Council can waive or reduce the open space requirement at their discretion when an applicant shows that the open space cannot be accommodated with other City requirements (including a minimum density requirement and/or proposed public benefits). Staff believes the open space requirement can be met with plan revisions if this is desired, but this was not the Planning Commission recommendation. The Planning Commission recommended accepting the proposed open space plan as is with the added public benefits of expanded wetland buffers and an expanded trail corridor as justification for the deviation from the minimum 12% otherwise required. D. Perimeter Buffer. PUDs shall provide a landscaping buffer to screen homes from arterial and major collector roads. This standard is not applicable to this application. E. Public Accessibility. When a PUD includes natural features such as creeks, streams, ponds, and lakes, the PUD shall provide public access to these features. This standard is satisfied with the proposed public trail alignment running along the Cook Lake wetland complex. F. Discretionary Standards. In addition to the above standards, the City Council may impose such other standards for a PUD project as are reasonable and as the Council deems are necessary to protect and promote the general health, safety, and welfare of the community and surrounding areas. The City Council should discuss if there are additional standards that should be considered that would be necessary to protect and promote the general health, safety, and welfare of the community. G. Prohibited Features and Modifications. Figure 6 2040 Parks and Trails Plan Page 17 of 41 I. The City will not grant side setbacks that result in less than a 15-foot minimum required separation between two detached dwellings. The requested flexibility in the side setback standard will result in a 15’ minimum separation between detached dwellings. II. PUDs with detached homes shall be designed to avoid interior perimeter roads that are parallel to arterial roadways. Roadways should be curvilinear wherever feasible with a variety of building orientation along arterial roadways. This feature is not present in this subdivision. III. PUDs cannot request flexibility from meeting the minimum required screening and/or buffering standards otherwise required in the Zoning Ordinance unless the applicant can show there is a site constraint out of their control that justifies a deviation from these requirements, proposes an alternative screening method that will meet the intent of the requirements, and/or proposes relocating screening methods to a more beneficial location within the development. The applicant does not request flexibility from the minimum buffering requirements for this application. PUD Benefits All new PUDs that started the City review process (i.e., concept plan) as of May 25, 2023, are subject to the City’s adopted PUD Public Benefit Policy which provides a list of 27 qualities desired within developments. PUD applications should propose a combination of public benefits in exchange for the flexibility in Zoning Ordinance requirements. The size of the PUD, constraints of the site, and degree of flexibility requested are to be considered in determining whether an appropriate amount of public benefits are proposed to justify granting the PUD district. As previously noted, the proposed PUD requests the following flexibilities: Requested Standard City Code Standard Minimum Lot Width: - 55’ RSF-3: - 65’ Shoreland Overlay: - 125’ Minimum Lot Area: - 6,875 sq. ft. RSF-3: - 7,500 sq. ft. Shoreland Overlay: - 20,000 sq. ft. Side Setback: - 7.5 feet RSF-3: - 10 feet (living) - 5 feet (garage) Page 18 of 41 - 15 feet minimum separation required Rear Setback: - 25 feet RSF-3: 30 feet Impervious Surface Coverage: - 45% Shoreland Overlay District: - 25% Front elevations to include up to 85% of a single material No more than 75% of a single material on a front elevation Garages can comprise up to 65% of the viewable ground floor street-facing linear building frontage on up to 13 lots with a lot width of 60’-70’ located on Block 5 or on the north end of the development. Garages can comprise no more than 55% of the viewable ground floor street-facing linear building frontage. In exchange for the requested flexibility, the applicant proposes the following public benefits from the City’s policy: - Natural resources and features are retained (#16). o Purpose: Encourage the preservation of significant or unique natural resources and/or topographic features if they exist. o Criteria: This public benefit may be satisfied when a developer retains high- value and/or unique natural features of a site where possible. Examples of desirable features include high quality natural communities as identified in the 2040 Comprehensive Plan Natural Resources Inventory Areas map, trees, ravines, and hilltops. A PUD is not expected to retain all identified natural resources or features, particularly on sites comprised of large areas of high- quality natural communities. However, an applicant must provide a detailed narrative explaining their efforts to minimize the removal and/or alteration of natural features while achieving their own vision for the site. If multiple natural plant communities are identified on the site, the applicant should attempt to retain areas of each type of community. o Applicant’s narrative: Page 19 of 41 The proposed development was designed around the natural resources that were existing in, and around wetland #2, including the trees around it. o Staff’s analysis: A high-quality Maple/Basswood community is found on the City’s Natural Resources Inventory Areas map that follows the Cook Lake wetland complex and the wetland lobe that goes into the center of the site. The Tree Preservation plan submitted by the applicant provides a tree inventory which indicates 206 significant trees were identified on this site as well as the Maple Grove piece under the same ownership. The inventory indicates 194 trees are meant to be saved with only 12 trees to be removed (dead trees identified on the survey are exempt). It appears 77 significant trees were located on the Maple Grove property, and none are proposed to be removed. On the Corcoran property, staff inferred there are roughly 117 trees that are proposed to be preserved on the Tree Preservation plan. This would suggest just over 90% of the significant trees on the Corcoran property are proposed to be preserved. Figure 7 Natural Resources Inventory Areas Map Page 20 of 41 However, Engineering noted that there is concern that the current stormwater design will conflict with the tree preservation goals. Everything circled in orange in Figure 8 is very likely to be impacted. • Of these trees, 6 were proposed to be removed in the Tree Preservation plan. • There are 26 other trees that are proposed to be preserved that will likely be impacted with the current stormwater design. • After evaluating the concerns raised by staff, the applicant proposed to preserve 50% of the significant, healthy trees on the site in order to allow for a stormwater design that minimizes locating stormwater systems in backyards. Staff and the Planning Commission were satisfied with the proposed preservation on the site. • The applicant is aware that per the updated PUD ordinance, a PUD that offers tree preservation as a public benefit will be required to replace any removed trees that were intended for preservation on a 1:1 caliper inch basis. Figure 8 Tree Preservation Plan Page 21 of 41 o However, the applicant should not be penalized for removing diseased, damaged, or dead trees if the health status changes during construction (particularly for the Green Ash trees on the site). Evidence of diseased, damaged, or dead trees that were intended to be preserved, per the Tree Preservation Plan, must be provided to City staff prior to removal. Proposed species of saved trees between the two sites include Cottonwood, Elm, Willow, Box Elder, Green Ash, Basswood, Black Cherry, Cherry, Sugar Maple, Red Oak, White Oak, Bur Oak, and Silver Maple. On a scale of 0 – 3 (0 indicating a dead tree), very few significant trees proposed to be preserved, one tree is proposed to remain with a condition of 1, and two trees did not have a condition recorded on the inventory. Most of the trees were rated at a 2 or 3 on the condition scale. • Again, all dead trees are to be removed. - Use of preferred trees in landscaping (#19). o Purpose: Encourage incorporation of tree species identified by the City as a preferred species. o Criteria: This benefit may be satisfied if proposed landscaping is primarily comprised of tree species identified as preferred in the Northeast District Plan and Design Guidelines (NE District Plan). o Applicant Narrative: The landscaping plan was changed to include trees and shrubs from the NE District Plan. o Staff Analysis This project is located in the Southeast District and is not required to use species from the preferred tree list for the Town Center or the NE District Plan. The applicant proposes compliance with the NE District Plan as a public benefit. All trees and shrubs are from the preferred trees list or closely related, except for 10 Goldflame Spirea shrubs. This species looks to be of a similar quality to other shrubs on the NE District Plan. Staff and the Planning Commission found that the proposed plan primarily complies with the NE District Plan and meets the intent of this public benefit. - Higher architectural standards (#21). o Purpose: Page 22 of 41 Encourage a higher architectural standard within PUD proposals. o Criteria: This public benefit is met when a developer goes above and beyond the architectural standards required in code. o Applicant Narrative: All homes in the proposed development will have the entire exterior siding with either James Hardie or LP SmartSide. Each siding company offers 20+ prefinished colors. The majority, if not all, of the homes will include a stamped concrete front porch. The homes will use real stone accents, 30-year Architectural shingles, and designer embellishments. On homes with corner lots, those homes will have added interest from all viewable sides. o Staff analysis: The applicant submitted 6 example elevations within their narrative where 5 are required. Additional information is needed to confirm compliance with the proposed design standards regarding building material and garage percentages. However, the proposed mix of colors, materials, and architectural features suggest a wide variety of options will be available throughout the neighborhood, more so than what is required by code. Additionally, the proposed materials are likely to prove sturdy against a stray golf ball or two. The Planning Commission agreed this PUD benefit was satisfied. - Lot size variety (#22). o Purpose: Encourage larger lot sizes. o Criteria: This public benefit may be met if at least 10% of the lots within the development exceed a lot width of 65’ or exceed a lot area of 7,500 square feet. o Applicant Narrative: Over 10% of the lots are 65’ wide or larger, and 52 out of 75 lots are over 7,500 square feet. o Staff Analysis: Thirty-six of 75 lots (48%) have a lot width of 75’. Staff counted 54 lots (72%) that exceed a lot area of 7,500 square feet. Seventeen lots (roughly 23%) exceed a lot area of 11,000 square feet. Staff and the Planning Commission found that this PUD public benefit is satisfied. - Larger Tree Sizes (#23). Page 23 of 41 o Purpose: Encourage developments to provide more effective screening and mature landscaping within the first few years of construction. o Criteria: It may be considered a public benefit for developers to commit to planting at least 25% of the required overstory trees at the following sizes: Potted/Bare Root or Balled and Burlapped Shade Trees 4” diameter Evergreen Trees 10’ o Applicant Narrative: We have made tree size changes to go from 2.5” overstory trees to 3” or larger trees depending on availability. 3” are available currently but over that is tough to find in our market. We would like to use 4”, if possible, at the time of planting. We also increased our 6’ Evergreen trees to 6-8’, depending on the availability at the time of planting. The City also received an email from Dan Sanford at Grove Nursery which explains the applicant’s attempt to find trees shade trees with a 4” diameter. This email is enclosed with the applicant’s narrative. There are two concerns noted with planting 4” caliper trees. • The majority of tree growers in Minnesota do not offer a 4” caliper tree. Typically, the largest offered is 3”. • Transplant success – The larger the tree transplanted the higher the risk of transplant failure. The maximum size recommended is 3” caliper for the best expectation of long- term tree viability. o Staff Analysis: The planting schedule in the proposed landscaping plan confirms the applicant’s intent to plant all shade trees at a size of 3”-4” caliper at the time of planting. Staff believes it makes sense to depart from (and update) the policy to account for market realities and best practice methods that were not fully considered when the policy was adopted. 3” caliper is still greater than the 2.5” caliper required by the underlying landscaping standards. The applicant intends to use greater than 3” when availability allows, but he is concerned about making promises he can’t keep. The Planning Commission found the request for 3” caliper tree reasonable and considered this a PUD public benefit. Page 24 of 41 In addition to the PUD public benefits identified by the applicant, staff and the Planning Commission found the following benefits were also applicable to this development proposal: - Collaboration with adjoining landowners (#2) o Purpose: To encourage an open dialogue between many landowners. o Criteria: This public benefit may be accomplished when a developer demonstrates collaboration with property owners and residents within the surrounding neighborhood. Applicants must host a neighborhood meeting early in the process as a required component of the PUD process. It may be seen as a public benefit when applicants demonstrate that they incorporated meaningful feedback and continued ongoing discussions in an effort to work with neighboring property owners to create a more unified plan for the larger neighborhood. o Staff Analysis: The applicant team collaborated with the applicant team for Chastek Family Farm to the west to create a more unified plan for the larger neighborhood. This involved coordinating the trail connection, the road connections, as well as other design components, such as stormwater management. - Visual Termini (#7) o Purpose: Encourage the placement of monuments, statutes, gazebos, or other landmarks at the end of streets. o Criteria: This public benefit may be satisfied with the incorporation of a visual termini. An entrance monument providing neighborhood identity may quality to satisfy this public benefit. Other termini examples (such as statutes or gazebos) that are less common may be considered more of a public benefit than an entrance monument sign for the development. o Staff Analysis: The applicant proposes an entrance monument as residents enter the development along Fir Lane N. A high degree of landscaping is proposed around the entrance monument. It seems this would provide neighborhood identity and serve as a visual terminus, even if it is not located at the end of the street. Page 25 of 41 The Planning Commission agreed that the design, particularly the landscaping, of the monument sign will create a visual terminus when entering the site. - Extensive Internal Landscaping (#17) o Purpose: Encourage a larger amount of landscaping than required by the Code. o Criteria: This public benefit may be satisfied if a proposal includes at least 120% of the minimum landscaping units required in the underlying Zoning Ordinance. o Staff Analysis: The plans currently show 102 overstory trees and 11 understory trees where only 75 overstory trees are required. • 102 overstory trees equates to 136% of the minimum landscaping units. • If the 11 understory trees are included in the calculation, then this equates to roughly 151% of the minimum landscaping units. Figure 9 Entrance Monument in Landscaping Plan Page 26 of 41 - Extraordinary Environmental Protection (#25) o Purpose: Reward any other unregulated environmental protection that has not already been addressed [by the policy]. o Criteria: It may be considered a public benefit when there are other extraordinary environmental protections implemented not already addressed by this document. o Staff Analysis: The plans currently show wetland buffer widths in excess of what the City requires. Some revisions will be required as the trail must be located outside of the wetland buffers for Wetland 1 and Wetland 3. Additionally, retaining wall #3 must also be located outside of the buffer for Wetland 1. However, the reduced widths in some areas will still be significantly offset if the buffers are retained in areas that do not conflict with trails and retaining walls. Should the City request the additional buffer width in other areas be set aside as open space, then this public benefit would not apply. The Planning Commission preferred this public benefit versus additional land set aside as usable open space. Finally, additional public benefits not fully captured in the PUD public benefit policy include the following: - The applicant commits to the HOA using a single law or snow company as well as a single company for sanitation in the interest of cutting down traffic resulting from the development. - The site plan reflects a 25’ front setback where 20’ is required in the RSF-3. Neighborhood Meeting Applicants are required to host a neighborhood meeting with notice provided to property owners within 500’ of the proposed development. The applicant held an open house at one of their model homes in Plymouth in the “Villas at Timbers Edge” neighborhood on November 2, 2023. They hoped showing the neighbors their style of homes and the look of their current development would be helpful. Three attendees from the Bass Lake Crossing neighborhood attended and provided positive feedback on the project. Single-Family Design Standards The applicant submitted 6 concept elevations as examples. The height is provided for each elevation showing the ability for the examples to comply with the 25’ height maximum of the Shoreland Overlay district. The applicant’s narrative indicates the Page 27 of 41 exteriors will be fully sided with James Hardie siding or LP SmartSide. Each type of siding offers more than 20 colors. Additionally, texture will be added with the use of shakes, board and batten, lap siding, and real stone accents. A majority of the properties will have stamped concrete porches, and all homes will be constructed with 30-year architectural shingles. A variety of colors, textures, lines, and other designer embellishments will be used throughout the development to make each home look a little different. Homes on corner lots will have added interest from all viewable sides. The underlying architectural standards in Section 1060.050, Subd. 1(B) as well as Section 1040.040, Subd 8 apply to this application unless a deviation is specifically granted as a PUD flexibility. This includes design requirements regarding the front elevation, materials, architectural elements, non-monotony requirements, garage door requirements, and treatment of elevations other than the front. The applicant specifically asks for flexibility to allow front elevations to have up to 85% of a single material and a garage frontage maximum of up to 65% on up to 13 lots throughout the development. Front elevations, for the purpose of these design standards, is the elevation facing the front lot lint on the street of the mailing address for the property. This front elevation must include brick, stone, stucco, fiber cement board, redwood, cedar, or other similar materials. A minimum of two different materials is required unless a house is entirely made of brick. Typically, no more than 75% of one type of exterior finish can be utilized on the front elevation. However, the applicant requests this be increased to 85%. They believe they will be able to provide more variation in product design throughout the development as it will allow for some homes to have less stone than others as secondary material. The use of James Hardie siding (i.e., fiber cement board) and LP SmartSide (i.e., engineered wood) are allowable building materials to satisfy the Zoning Ordinance requirements. The concept elevations do not provide a breakdown of the percentage of each exterior finish. This will be reviewed with each building permit based on the PUD approvals. The front elevation must consist of doors, windows, and variations of the wall face with the use of pilasters or columns, wainscots, canopies, or other architectural elements. All the example elevations comply with this standard. A minimum of five different styles of front elevations are required. The applicant submitted six example elevations. Homes in proximity to each other shall not look alike in terms of the combination of color of siding, accent, and roofing materials. This will be confirmed with the building permit review, and the home under construction will be compared to the two homes on each side and the three homes directly facing the subject property. The narrative explains that there will be several combinations of materials, colors, and design embellishments used throughout the development to provide interest and prevent monotony. Page 28 of 41 Garages are not to comprise more than 55% of the viewable ground floor street-facing linear building frontage. However, the applicant requests flexibility for up to 13 lots (on Block 5 and along the northern site boundary near the golf course) to have a garage maximum of 65%. The narrative explains they are designing a new floor plan with a 3- car wide garage that will provide an additional 10’ of backyard space for the lots that abut Rush Creek Golf Course. Since he is creating this new design, he would like to be able to use it on a few lots on Block 5 as well. The flexibility will only be granted on lots with a width of 60’-70’ where the flexibility is needed, and no more than 13 lots will be allowed to have this flexibility. The standard is based on the measurement of the entire garage structure and on a measurement of the garage door or doors only. Corner lots are exempt from this requirement on one street elevation. The concept elevations do not provide dimensions to be able to confirm the maximum percentage is satisfied. The applicant must provide this information with each building permit for confirmation. Garage doors must be architecturally styled to match the exterior design of the home. This includes details such as raised panels, accent color, windows, etc. The concept elevations appear to comply with this standard. Allowable roofing materials include asphalt shingles, wood shingles (including shake), concrete, clay, ceramic tile roofs, or residential steel roofing material with hidden fasteners. The applicant proposes 30-year architectural shingles (i.e., asphalt shingles) satisfy this requirement. Additionally, the roof overhangs must meet a minimum of 12 inches. This cannot be confirmed with the concept elevations and will be a requirement confirmed during the building permit review. Finally, each elevation facing a street must use a minimum of 2 different materials and/or styles compatible with the front elevation. The following lots appear to have multiple facades that are oriented or visible to a public street: - Block 1: Lots 1 and 14 - Block 2: Lots 1 and 13 - Block 3: Lot 1 - Block 4: Lots 1, 14, 15, 20, 21, 29 - Block 5: Lots 1 and 15 Most of the above listed lots are corner lots. The applicant’s narrative confirms they will provide this enhanced architectural standard on all corner lots. There are a few lots indicated above where a side will be more visible than typical due to spacing between lots (e.g., lots separated by a trail). These lots will also be required to meet the requirement for equal architectural treatment as the front elevation. All other elevations shall make a good faith effort to demonstrate that elements of the front elevation have been considered for incorporation on those elevations. Each side elevation will have at least one window or door opening. Finally, a maximum of 18 inches of the foundation wall may be exposed on any elevation. Compliance with these standards will be confirmed with each building permit. Page 29 of 41 Wetlands A wetland delineation for this site (as well as the Maple Grove property to the west under the same ownership) was completed in January 2023. Five wetlands were confirmed on the site. Only one wetland is proposed to be filled in – Wetland 4 in the center of the site. The remaining wetlands will be subject to the Wetland Overlay district (Section 1050.010). This includes wetland buffers, wetland buffer monument signs, and an additional 15’ structure setback from the edge of the buffer (a 5’ setback is applied for roads and parking lots). The size of the buffer is dependent on the quality of the wetland. The City’s Natural Resources Community Quality Ranking map is based on the City’s quality assessment of known wetlands within the City. Wetlands not shown on this map are assumed to be of medium quality; however, there is a process to confirm wetland quality through Minnesota Rapid Assessment Methodology (MNRAM) should the applicant decide wetland quality on the site needs to be re- evaluated. Figure 10 Wetland Delineation Page 30 of 41 Wetland 1 and Wetland 2 are shown on the City’s map as medium quality wetlands. This area is also shown as within the greenway corridor. The other wetlands on the site that are not proposed to be filled in are assumed to be medium quality as well. The applicant went through the MNRAM process to confirm that Wetland 5 in the southwest corner of the site is low quality. The following buffer requirements will be applied: Requirement Medium Quality Low Quality Wetland Buffer Average Width 25 feet 15 feet Wetland Buffer Width (Min.) 20 feet 10 feet Wetland Buffer Width (Max.) 40 feet 20 feet Structure Setback from Buffer 15 feet 15 feet Total Buffer and Structure Setback (Average) 40 feet 30 feet However, it is noted that the Elm Creet Watershed’s average wetland buffer width requirement for a low-quality wetland is 25’ with a minimum width of 10’. The plans must comply with this average requirement as well as the City’s standard. In addition to buffer widths, a permanent wetland buffer monument is required at each lot line that crosses a wetland buffer and where needed to indicate the contour of the buffer. The maximum spacing between signs is 200 feet of wetland edge. The proposed buffer width for Wetland 1 exceeds the requirements for a medium quality wetland. Staff notes that there are portions of the public trail and retaining wall #3 are located within this buffer, which is not allowed. A condition of approval includes that the buffers be reduced as allowable in order to locate the trail and retaining wall #3 at least 5’ outside of the buffer, which is the setback used for streets and parking lots (the height Figure 11 Natural Resource Community Quality Ranking Page 31 of 41 of retaining wall #3 ranges from 1’ to 3.5’ so it does not meet the City’s definition of a structure). The buffer monument signs will need to be revised once the buffer is revised. Currently, it appears up to 2 locations along the northern half of the wetland complex exceed the 200’ maximum spacing, and a sign is also needed where Wetland 1 crosses the northeast boundary of Corcoran. The buffer width on Wetland 2 also appears to exceed the medium quality buffer width standards. The wetland buffer monument signs comply with the City’s standard. The buffer widths on Wetland 3 comply with the standards as do the wetland buffer monument signs. However, the portion of the trail that goes into the wetland buffer must be relocated (or the buffer reduced) to outside of the wetland buffer. Wetland 5 also has an excessive buffer width in some areas. Along the southern property line, the space between the two monument signs exceeds 200’, so an additional sign along this property line is required. Additionally, it appears there is a change in the contour along the northwest boundary of the wetland where an additional monument buffer is needed. The Wetland Buffer plan shows areas to be seeded as well as tree preservations areas. As a condition of approval in the draft resolution, the City’s wetland specialist will provide final approval on the seeding mix, and an inspection with the City’s wetland specialist will confirm whether the buffer areas with existing vegetation satisfy the buffer planting requirements. In the event the existing buffer/tree preservation areas do not qualify as undisturbed buffers, the applicant must revise the wetland buffer plan to establish buffers as determined by the City’s specialist. Landscaping Per Section 1060.070, dwelling units shall provide a minimum of 1 overstory tree. This means 75 overstory trees must be planted within the new development. The landscape plan notes that 102 overstory trees are provided in addition to 11 understory trees. The trees primarily appear to be located within the public right-of-way (ROW). The trees should be relocated out of the ROW and at least 3 feet from the property line. A variety of tree species are proposed, and all are below the 33% maximum for any one species. Shrubs are also proposed around the entrance/monument sign for the development. This project will be subject to the newly adopted buffer yard requirements along the west and south boundary line. To the west, a PUD based on the RSF-3 district is proposed. To the south is another PUD that is also most similar to the RSF-3 district standards. This means that along these shared boundaries, the side and rear setbacks must be maintained equivalent to the rear setback. No additional buffer plantings are required in the setback. However, it is unclear what setback should be maintained. The underlying RSF-3 district has a setback of 30’. However, the applicant requests a rear setback of 25’. Bass Lake Crossing was also approved with a 25’ rear setback. Staff and the Planning Commission found that a 25’ setback requirement for any applicable Page 32 of 41 side and rear setbacks makes sense. If the City Council agrees with 25’, then the plan complies along the applicable development boundaries. Buffer yard areas are placed in a conservation easement. However, since there is no vegetation in this area, staff believe it makes sense for the PUD approval resolution to limit the use of these areas. Staff provides a condition that Lots 1-14 of Block 1 and Lots 9-12 of Block 5 are subject to a 25’ rear setback (as no side lot lines abut the neighboring developments) that must comply with the use provisions of buffer yards as outlined in Section 1060.070, Subd. 2(J)(i). Within this area, plantings are allowed. However, no passive recreation, paths, storage containers, lighting fixtures, raised planting beds, or any permanent structures are allowed. Temporary structures, such as benches. Stormwater and bio-retention ponds are also allowed to encroach up to a maximum of 10’ of the required buffer yard. Streets/Access The primary access into the development will be provided by an extension of Fir Lane N. The southwest and northwest portions of the site provide additional connections to the property to the west for eventual access to Maple Hill Road. These additional connections were deemed necessary by Public Safety for long-term emergency planning. Roadways are terminated at the shared property boundary with the proposed Chastek Family Farm development. If the Chastek Family Farm development does not occur on a shared timeline, temporary turnarounds, easements, and other modifications to drainage may be necessary. Sidewalks The plans show a sidewalk (as shown in blue in Figure 6) on one side of the road for most of the internal public streets as required within the MUSA in Corcoran. However, sidewalks will need to be extended up to the cul-de-sac of Street C, Street D, and Street E. The internal connection to the off-road trail is provided by the sidewalk on Street C. The applicant team is continuing to work through all Engineering requirements, and it was shared that the sidewalk on Street C will likely need to be moved to the north side as a result. Parking Figure 12 Plan with Sidewalks in Blue Page 33 of 41 Section 1060.060, Subd. 9 requires 2 parking spaces for a single-family home. The plans submitted indicate a 25’ driveway in addition to garages for each lot. This combination provides more than 2 parking spaces for each home. Per the Engineering Memo, all roads shall be signed “no parking” on one side, and no parking signs are also required within all cul-de-sacs. Utilities The Engineering Memo provides detailed utility comments. Trunk sewer is available on site. Water pressure and supply are adequate to serve the site. The applicant is required to comply with the requirements outlined in the Engineering Memo. Easements Drainage and utility (D&U) easements are required over all outlots, wetlands, wetland buffers, the 100-year floodplain, and at the perimeter of lot lines. Per the Engineering Memo, additional D&U easements may be required for the storm sewer on Lot 8 of Block 4 as well as based on the review of updated sites plans. Easements must be provided over all storm sewer pipes that are not located in the ROW. These easements must be shown on the plat as well as the utility plan to ensure they are of adequate size. Easements are also required over all maintenance routes to ponds, inlets, and outlets. The plan set must be revised so that all existing and proposed D&U easements and wetland buffer zones are shown and clearly identified on all plan drawings. Site improvements or items placed within the City ROW or easements will require an encroachment agreement. An existing easement for limited access exists for this property across the adjacent Chastek parcel. If the access is no longer necessary for this property, the easement should be terminated. Grading and Stormwater The Engineering Memo provides a number of additional items related to grading and stormwater that must be addressed with the final plat submittal. The project will require preparation and compliance with a Stormwater Pollution Prevention Plant (SWPPP), and an erosion control plan will be reviewed during the final plat review. Grading to the west property line relies on the Chastek Family Farm development to collect and manage stormwater. If the adjacent development does not proceed on a shared timeline, this development shall be responsible for all management of stormwater which could impact lot layout or require easements to be obtained from adjacent land. Lighting Street lighting locations are not currently shown on the development plans. Final location will be reviewed and determined with the small utility permit, per the Engineering Memo. Per staff’s most recent understanding of the electrical company Page 34 of 41 boundaries, Wright Hennepin will provide the street lighting for this development. Lighting must comply with the lighting requirements of Section 1060.040 of the Zoning Ordinance. Sign The City’s sign ordinance allows residential subdivisions of more than 6 lots up to 2 monument signs of up to 6’ tall with a sign copy area of 32 sq. ft. All signs must be setback 10 feet from all property lines. The area around freestanding signs shall be landscaped with plantings and maintained in such a manner to accent and enhance the sign. The site plan and landscaping plan confirm compliance with the setback and landscaping requirements. Additional details on the design and size of the sign were not provided. A permanent sign permit will be required, and compliance with Chapter 84 of the City Code will be confirmed during the permit review. Off-Road Trail Figure 14 2040 Parks and Trails Plan Figure 13 Sign in Site Plan Figure 15 2040 Parks and Trails Plan Page 35 of 41 The 2040 Parks and Trails Map provides guidance to the City for acquiring land for parks and trails. No parks are shown within the vicinity of this project. A proposed off- road trail is shown starting in the northwest corner of the project boundary to the southeast portion of the site near Cook Lake. The applicant’s plans show an off-road trail starting in the northwest corner of the project boundary connecting to the trail proposed to be dedicated on the western property with Chastek Family Farm, moving along the northern boundary, turning to the south to follow the wetland complex of Cook Lake, tying into the informal trail previously dedicated as part of Cook Lake Highlands in the southeast portion of the site, which ultimately connects to the existing trail through Bass Lake Crossing. For off-road trails, the City policy is to require an 8’ wide trail in a 20’ easement. However, City records indicate there is a 10’ wide trail at Bass Lake Crossing. The City Engineering memo explains this connection will need to be revised. There will need to be a transition between the two different widths of trail. The proposed trail alignment is different than what is shown on the 2040 Parks and Trails map, but staff believes it makes sense for the trail to follow Cook Lake as much as possible. It is possible the final trail location for Chastek Family Farm will need to move compared to what is currently shown on the plans for that application. This applicant team should be aware of this change as their own plans may need to be adjusted to allow for a continuous trail connection. Figure 16 Trail Corridor Shown in Light Blue Page 36 of 41 There are a few areas where the trail is proposed to be located in a required wetland/shoreland buffer. However, only “interpretive” trails can be located within required buffers. Bituminous trails are not permitted in these areas. Further, trails within floodplain do not count towards park dedication. The applicant will be required to locate the trail outside of the required buffers. Staff recommends that the applicant consider reducing the buffer in these areas to the minimum allowed and averaging the buffer by increasing the width elsewhere. It may be that there will be a few lots with a trail easement in their backyard in order to provide a trail connection while meeting the buffer requirements. However, it may be possible to avoid this considering the enhanced wetland buffers initially provided in these areas. The City of Maple Grove reached out and requested the City consider a trail easement from the end of cul-de-sac on Street C up to the border between Corcoran and Maple Grove. At one point, Maple Grove was considering a trail system around Cook Lake, and this easement would keep that option open. Staff estimates this would add roughly 80’ of a trail corridor (estimated 1600 square feet). Staff does not believe it would make sense for this trail to be constructed at this time as Maple Grove has no concrete plans to move forward with this trail system in the foreseeable future. Such a trail would require the City of Maple Grove to purchase property, and there are terrain challenges in the area. However, staff believe the request is reasonable and could prove to be a nice amenity if a larger trail system is provided. This additional segment of trail easement would have a minimal impact on the park dedication estimate. The Parks and Trails Commission recommended the additional trail easement be required on a 6-1 vote. The Planning Commission was also in favor of this idea. The developer is responsible for “making certain improvements for park, playground, trail, and public open space purposes, including, but not limited to, finished grading, and ground cover for all park, playground, trail, and public open spaces within their developments. No credit towards the required dedication shall be given for this work. The City reserves the right to pave the trails or require the developer to pave off-road trails. Should the City require the developer to pave the trails, the City will reimburse the Developer for the costs for paving the trail per the adopted fee schedule.” Park Dedication The applicant’s plans currently reflect an off-road trail easement of approximately 1.01 acres to be dedicated to the City. Additionally, the additional trail easement to the City of Maple Grove boundary would add an estimated .04 acres. This is a preliminary estimate. The exact dimensions of the trail easement area may be adjusted as the net acreage of the easement is confirmed and the alignment is finalized. Park Dedication Calculation The preliminary plat includes a total site area of 40.56 acres. Park dedication is based on the net land area which is defined as the gross land area minus wetlands, areas Page 37 of 41 below the 100-year ordinary high-water level, and right-of-way or easements for existing public streets. The plans indicate a net land area of 30.9 acres. The current park dedication ordinance requires 10% of the land area (or the market value of that land) for a low-density residential development. In this case, the developer would be required to dedicate the following: - 10% of 30.90 acres = 3.09 acres Assuming the final alignment consists of only upland, a trail corridor of 1.05 acres would provide roughly 33.98% of the required park dedication. The final park dedication calculation will be based on the final land area calculations provided with the final plat. The remaining portion of the park dedication requirement will be handled as cash-in-lieu of land. The 2024 fee schedule provides that the park dedication fee for a single-family unit is $5,954. Park dedication is based on the adopted fee schedule in place at the time of the final plat, but for discussion purposes, the anticipated formula is as follows: - 75 single-family units x $5,954 = $446,550 - Less 33.98% = $151,737.69 - Remaining Estimated Cash Due = $294,812.31 E. Preliminary Plat The preliminary plat requests approval of 75 lots and 5 outlots to be built over three phases. The City does not typically allow the creation of unbuildable outlots unless there is an open space, stormwater, or wetland component to the outlot that will be maintained by a Homeowners Association. This applies to the proposed outlots in this plat. Outlot A is not ideal as the road connection in this area makes the outlot an odd shape and size. However, staff do not see an alternative, and the proposed road network makes sense. Ensured ongoing maintenance of all outlots will be the responsibility of the Homeowners Association. The approval conditions noted in the staff report and Engineering Memo may result in changes to the lot layout. If the preliminary PUD development plan is approved, then the preliminary plat will comply with the City’s standards. F. Summary of Discussion Items 1. CPA request to re-guide the land from Low Density Residential to Conservation Residential. a. This is a policy choice where the City has a high degree of discretion. 2. Rezoning from RSF-2 to PUD. a. This is a policy choice where the City has a high degree of discretion. 3. Preliminary PUD Plan a. Proposed lot standards Page 38 of 41 Minimum Lot Area 6,875 square feet Minimum Lot Width 55 feet Minimum Principal Structure Setbacks - Front 25 feet - Front (porch less than 120 sq. ft.) 15 feet - Side 7.5 feet - Rear 25 feet Maximum Principal Building Height 25 feet Impervious Surface Coverage 45% b. Additional flexibility requested for the following: i. Front elevations can use up to 85% of a single material. ii. Garages can comprise up to 65% of the viewable ground floor street- facing linear building frontage on up to 13 lots with a lot width of 60’ to 70’ located on Block 5 or on the north end of the development. c. Open space requirement i. Should the excess wetland buffers proposed be reduced in favor of more open space outside of a wetland buffer? Or are enhanced wetland buffers preferred? ii. Should the portion of the trail corridor that is above and beyond what was contemplated in the 2040 Comprehensive Plan, and allows the trail to run along the wetland complex of Cook Lake, count towards the open space requirement? iii. The City Council can accept the proposed open space plan as-is without requiring additional land. The expanded trail corridor and wetland buffers could provide justification to deviate from the minimum 12% requirement. d. Public Benefits i. Proposed benefits from applicant’s narrative that staff and the Planning Commission found satisfied: 1. Natural resources and features retained. 2. Use of preferred trees in landscaping 3. Higher architectural standards i. The applicant submitted 6 example elevations. ii. Requests to deviate from two of the underlying design standards. iii. However, the proposed mix of colors, materials, and architectural features suggest a variety of options will be made available throughout the neighborhood to an extent that exceeds the required code. 4. Lot size variety 5. Larger tree sizes Page 39 of 41 i. The policy calls for a minimum 4” diameter for at least 25% of the required overstory trees. ii. Applicant proposes committing to a minimum of 3” diameter and will utilize more than 3” where possible. The application proposes this size for all shade trees. iii. Applicant narrative and a local expert in the field attest to the fact that MN tree growers do not offer more than a 3” caliper tree. Additionally, the best practice for long-term viability of trees is to transplant trees that are no larger than 3”. iv. Staff and the Planning Commission believed this is a fair reason to depart and update the PUD Public Benefit policy. 6. Collaboration with adjoining landowners 7. Visual termini i. Saff and Planning Commission found the entrance monument into the site from Fir Lane N qualifies as a visual terminus providing neighborhood identity even thought it is not located at the end of a street. 8. Extensive internal landscaping i. Staff did not catch this public benefit in time for the Planning Commission packet, and it was not discussed by the Planning Commission. 9. Extraordinary environmental protection i. Several wetland buffer widths exceed the minimum widths and averages required by the City Code. ii. The Planning Commission preferred the enhanced wetland buffer widths over providing additional open space outside of a wetland buffer. iii. If the City Council disagrees with the Planning Commission recommendation in favor of more open space outside of a wetland buffer, then this benefit would not apply. ii. Proposed benefits outside of the PUD Public Benefit Policy 1. 25’ Front Setback 2. HOA to utilize one company for land and snow removal and one company for sanitation to minimize traffic in the long- term. e. Landscaping i. Buffer yard ordinance 1. PUDs are considered RSF-3 districts for the purposes of the Buffer Yard table. The table indicates RSF-3 districts must maintain a perimeter equivalent to the rear setback when Page 40 of 41 abutting other RSF-3 districts. No plantings are required within this setback area. 2. The rear setback in the RSF-3 is typically 30’, but Bass Lake Crossing has a rear setback of 25’, which is also proposed by this development. 3. Does a 25’ setback for the buffer yard meet the intent of the buffer yard ordinance? The Planning Commission agreed with this approach. 4. Instead of preserving the space under a conservation easement where there are no plants, staff believe the PUD approvals can clarify this area is subject to the buffer yard requirements. The Planning Commission agreed with this approach. 4. Preliminary Plat a. If all other requests are approved, the preliminary plat complies with the applicable ordinances and requirements. The requirements of the staff report and engineering memo may result in some changes to the lot layout, but a significant departure is not anticipated. G. Conclusion Staff reviewed the plan for consistency with the application standards outlined in the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance (as well as other City Code provisions). The staff report discusses the outstanding issues that must be addressed, and conditions are included in the enclosed resolutions to address these issues. The City Council may recommend modification of these conditions. The City has discretion when reviewing a CPA and PUD. The City Council may find that the standards for one or more components of the application have not been met and may vote to deny the project. Should the project be denied, findings of fact should be provided to staff to return with resolutions for denial at the next City Council meeting. 4. Recommendation Staff and the Planning Commission recommend approval of the following: 1. Resolution 2024-53 Approving Comprehensive Plan Amendment 2. Ordinance 2024-522 Rezoning to PUD i. Requires 4/5 majority of seated Council 3. Summary Ordinance for Publication 2024-523 i. Requires 4/5 majority of full Council 4. Resolution 2024-53 Approving Findings of Fact for Rezoning 5. Resolution 2024-55 Approving Preliminary PUD Development Plan 6. Resolution 2024-56 Approving Preliminary Plat Page 41 of 41 Attachments: 1.Resolution 2024-53 Approving Comprehensive Plan Amendment 2.Ordinance 2024-522 Rezoning to PUD 3.Summary Ordinance for Publication 2024-523 4.Resolution 2024-54 Approving Findings of Fact for Rezoning 5.Resolution 2024-55 Approving Preliminary PUD Development Plan 6.Resolution 2024-56 Approving Preliminary Plat 7.City Engineer’s Memo – Civil Review 8.City Engineer’s Memo – Stormwater Review 9.Public Safety Memo 10. Applicant’s Narrative 11. Plans dated 4/26/2024. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-53 Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING A COMPREHENSIVE PLAN AMENDMENT FOR “FAIRWAY SHORES VILLAS AT COOK LAKE” AT THE PROPERTY NORTH OF FIR LANE AND EAST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE NO. 24-006) WHEREAS, Bergeron Development (“the applicant”) requests approval of an amendment to the 2040 Future Land Use Map to change the land use designation of approximately 40.56 acres from “Low Density Residential” to “Conservation Residential” on the property described as follows: See Attachment A. WHEREAS, the Planning Commission reviewed the requested amendment at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a comprehensive plan amendment for the above referenced parcel, based on the following findings and subject to the following conditions: 1. The proposed amendment will allow development opportunities on the site that were not previously considered in the Comprehensive Plan. 2.The proposed amendment will allow for a lower density of development along the shoreland of Cook Lake and preserve a significant portion of an identified high-value Maple/Basswood natural community. 3.Reclassifying the site is needed to allow reasonable development of the site that responds to current market conditions. 4. The proposed amendment has merit beyond the interests of the proponents as the lower density will better preserve and protect the shoreland of Cook Lake. 5.With the planned infrastructure improvements proposed with this project, there is adequate public infrastructure planned to serve the site. Attachment Item 8e1. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-53 Page 2 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-53 Page 3 of 3 ATTACHMENT A The Northeast Quarter of the Northeast Quarter of Section 25, Township 119, Range 23. (Torrens Property) Torrens Certificate No. 1017215 City of Corcoran May 21, 2024 County of Hennepin State of Minnesota ORDINANCE NO. 2024-522 Page 1 of 2 Motion By: Seconded By: AN ORDINANCE AMENDING TITLE X (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED NORTH OF FIR LANE AND EAST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE NO. 24-006) THE CITY OF CORCORAN ORDAINS: Section 1. Amendment of the City Code. Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended by changing the classification of the City of Corcoran Zoning Map from Single-Family Residential (RSF-2) to Planned Unit Development (PUD), on property legally described as follows: See Attachment A Section 2. This amendment shall take effect upon adoption of the resolution approving the final PUD plan for this project. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Ordinance is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk Attachment Item 8e2. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota ORDINANCE NO. 2024-522 Page 2 of 2 ATTACHMENT A The Northeast Quarter of the Northeast Quarter of Section 25, Township 119, Range 23. (Torrens Property) Torrens Certificate No. 1017215 City of Corcoran May 21, 2024 County of Hennepin State of Minnesota Page 1 of 1 ORDINANCE NO. 2024-523 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2024-522 AN ORDINANCE AMENDING TITLE X (ZONING ORDINANCE) OF THE CORCORAN CITY CODE TO CLASSIFY CERTAIN LAND LOCATED NORTH OF FIR LANE AND WEST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE 24-006) Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended to revise the City of Corcoran’s Zoning Map. A printed copy of the entire amendment is available for inspection by any person at City Hall during the City Clerk’s regular office hours. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Ordinance is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk Attachment Item 8e3. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-54 Page 1 of 3 Motion By: Seconded By: APPROVING FINDINGS OF FACT FOR REZONING FOR PROPERTY LOCATED NORTH OF FIR LANE AND EAST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE NO. 24-006) WHEREAS, Bergeron Development (the “applicant”) requests approval to rezone 40.56 acres legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council adopted an ordinance rezoning the affected parcel from Single- Family Residential (RSF-2) to Planned Unit Development (PUD); NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does support the request for reclassification of the property, based on the following findings and conditions: 1.The planned development is not in conflict with the Comprehensive Plan. The land is guided for Conservation Residential which allows for single-family development at a density of 2 to 3 units per acre. The planned development is consistent with the land use guidance. 2.The planned development is not in conflict with the intent of the underlying zoning district. The underlying zoning district will revert to Single-Family Residential (RSF-3) with the rezoning request to Planned Unit Development. The planned development, consisting entirely of single-family homes, is consistent with the purpose and intent of the RSF-3 district. 3.The planned development is not in conflict with other applicable provisions of the City’s Zoning Ordinance. The PUD allows the applicant to request flexibility from the performance standards in the ordinance in exchange for a high-quality development than might otherwise be expected. 4.The planned development or unit thereof is of sufficient size, composition, and arrangement that its construction, marketing, and/or operation is feasible as a complete unit without dependence upon any other subsequent unit or phase. There are design components of this development that are reliant on an adjacent development that is proposed. However, the plans can be revised as necessary should the adjacent development not move forward on a shared timeline. 5.The planned development will not create an excessive burden on parks, streets and other public facilities and utilities which serve or are proposed to serve the planned development. The proposed PUD is coming in at a density less than what was initially expected for this area when the City last updated the Parks and Trails plan in the 2040 Attachment Item 8e4. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-54 Page 2 of 3 Comprehensive Plan. No off-site improvements are needed for this development as determined through an infrastructure feasibility study. Trunk sewer is available on site. Water pressure and supply are adequate to serve the site. 6.The planned development will not have an adverse impact on the reasonable enjoyment of the neighboring property. The planned development will provide a compatible use to the existing and proposed residential uses to the north, west, and south. The proposed design of the neighborhood is meant to improve public access in the vicinity of Cook Lake. 7.The quality of the building and site design proposed by the PUD plan shall substantially enhance the aesthetics of the site, shall demonstrate higher standards, more efficient and effective uses of streets, utilities, and public facilities. It shall maintain and enhance natural resources within the development and create a public benefit that is greater than what would have been achieved through the strict application of the primary zoning regulations. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-54 Page 3 of 3 ATTACHMENT A The Northeast Quarter of the Northeast Quarter of Section 25, Township 119, Range 23. (Torrens Property) Torrens Certificate No. 1017215 City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 1 of 8 Motion By: Seconded By: APPROVING PRELIMINARY PLANNED UNIT DEVELOPMENT PLAN FOR “FAIRWAY SHORES VILLAS AT COOK LAKE” LOCATED NORTH OF FIR LANE AND WEST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE NO. 24-006) WHEREAS, Bergeron Development (the “applicant”) requests approval of “Fairway Shores Villas at Cook Lakes” a single-family residential subdivision on the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for preliminary PUD plan, subject to the following conditions: 1.A preliminary planned unit development (PUD) plan is approved for “Fairway Shores Villas at Cook Lake”, in accordance with the plans and application received by the City on February 20, 2024, and revisions received April 10, 2024, April 12, 2024, April 23, 2024, and April 26, 2024, except as amended by this resolution. 1.The preliminary PUD plan is approved based on the finding that the proposed project is consistent with the City’s Comprehensive Plan and the PUD standards in the ordinance. 2.Approval is contingent upon City Council approval of the requested rezoning and preliminary plat (Ordinance 2024-522 and Resolution 2024-56). 2.The applicant shall comply with all requirements of the Public Safety memo dated March 6, 2024. 3.The applicant shall comply with all requirements of the City Engineer’s memo for civil review dated April 23, 2024. 4.The applicant shall comply with all requirements of the City Engineer’s memo for stormwater review dated April 23, 2024. 5.The applicant shall comply with all requirements of the Infrastructure Feasibility Study dated September 2023. 6. The development is subject to review and approval by the Minnesota Department of Natural Resources. The applicant is required to secure all permits and approvals from the DNR. 7. The development is subject to review and approval by the Elm Creet Watershed. The applicant is required to secure all permits and approvals from the watershed. Attachment Item 8e5. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 2 of 8 8.Should the adjacent development known as Chastek Family Farm not move forward on a shared timeline, the plans for this development are subject to modifications as approved by the City Engineer. This may include temporary turnarounds, easements, and other modifications to drainage. 9.All uses (allowed, accessory, conditional, interim, or administrative permit) identified in the single-family residential zoning districts (RSF-1, RSF-2, and RSF-3) are permitted uses within this PUD, subject to the standards in Section 1040.040, 1040.045, and 1040.050. 10.PUD flexibility is granted for the following lot standards to apply within this PUD. These standards will prevail over conflicting standards in the RSF-3 district and Shoreland Overlay District: Minimum Lot Area 6,875 square feet Minimum Lot Width 55 feet Minimum Principal Structure Setbacks -Front 25 feet -Front (porch less than 120 sq. ft.)15 feet -Side 7.5 feet -Rear 25 feet Maximum Principal Building Height 25 feet Impervious Surface Coverage 45% 11.Additional flexibility is granted for the following as it relates to underlying architectural requirements outlined in Section 1040.040, Subd. 8 of the Zoning Ordinance: a.Front elevations can use up to 85% of a single material. b.Garages can comprise up to 65% of the viewable ground floor street-facing linear building frontage. i.No more than 13 lots can be granted such flexibility. ii.Lots utilizing this flexibility must have a lot width between 60’ to 70’. iii.This flexibility is intended to be used on Block 5 as noted in the preliminary plat or on the north end of the development. 12.In exchange for this flexibility, the applicant will: a. Preserve 50% of the healthy trees on the site. i.The applicant will not be penalized for removal of diseased, damaged, or dead trees indicated to be preserved in the final Tree Preservation Plan as long as documentation to this effect is provided to the City prior to removal. b.Primarily use tree and shrub species as listed on the preferred trees list in the City’s Northeast District Plan and Design Guidelines (Appendix C). City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 3 of 8 c.Provide higher architectural standards as described and depicted in the applicant’s narrative while meeting, if not exceeding, the requirements outlined in Section 1040.040, Subd. 8 unless deviations are specifically granted by the City. d.Provide lot size variety with at least 48% of the lots to exceed a lot width of 75’ and at least 72% of the lots to exceed a lot area of 7,500 square feet. e.All overstory deciduous trees must be at least 3” in diameter at the time of planting. f.Ongoing collaboration with adjoining landowners. g.Provide a visual terminus with significant planting (the proposed entrance monument sign) on Fir Lane as residents enter the development to provide neighborhood identity. h.Provide extending internal landscaping. i.A minimum of 102 overstory trees and 11 understory trees. i.Provide extraordinary environmental protection with enhanced wetland buffers, particularly along Cook Lake, that exceed the required average determined by the quality of the wetland as outlined in Section 1050.010 of the Zoning Ordinance. j.Provide a 25’ front setback. 13.A deviation to the 12% open space rule applicable to the requested lot width of this application is granted. a.At least 10.6% open space must be provided based on the net pre-development acreage of the site. b.This deviation is granted due to the enhanced wetland buffers provided along Cook Lake and the additional trail corridor proposed by the applicant that exceeds what is shown in the 2040 Comprehensive Plan. 14.A 25-foot rear setback must be applied to Lots 1-14, Block 1 and Lots 9-12, Block 5 to comply with the City’s buffer yard ordinance in Section 1060.070, Subd. 2(J) of the Zoning Ordinance. This setback is subject to the use limitations outlined in Section 1060.070, Subd. 2(J)(1)(i) and applies to accessory structures as well as the principal dwelling. 15.Park dedication shall be satisfied by a combination of land and cash-in-lieu of land for the PUD. Park dedication will be based on the park dedication ordinance in place at the time the final plat is approved. a.Park dedication is required based on the finding that the development will add 75 new single-family homes to the City. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 4 of 8 b.Residents of the development will need access to nearby existing and future trails that do not exist today as guided by the Comprehensive Plan. c.The developer will receive park dedication credit for the portion of the trail easement that is not located in a wetland, wetland buffer, floodplain, or the public right-of-way. d.Cash-in-lieu of land will be used only for the acquisition and development of parks recreational facilities, playgrounds, trails, wetlands, or open spaces based on the approved park plan in the Comprehensive Plan. e.Park dedication funds will be collected at the time of the final plat in accordance with the City Code requirements adopted at the time the final plat is approved. 16.Homeowner’s Association documents must be provided for review and approval with the final PUD application. a. The Homeowner’s Association will be responsible for ongoing maintenance of all outlots, common areas, and sidewalks in the development. b. The Homeowner’s Association is responsible for maintenance of the preserved trees noted in the Tree Preservation Plan. c.The documents should also address the required buffer yard setback and limitations applicable to Lots 1-14, Block 1 and Lots 9-12, Block 5 as indicated on the preliminary plat. 17.All permanent wetland buffer monument signs must be erected along wetland buffer lines as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a.Wetland buffer signs must be purchased from the City. b.Wetland buffer signs must be installed on treated 4x4 wooden posts. c.Wetland buffer signs must be installed prior to issuance of building permits. d.Wetland buffer sign locations must be revised as wetland buffer widths are finalized. e.The installation of the wetland monument buffer signs according to the approved plan must be certified by a registered land surveyor. f.Wetland buffers must be planted and inspected by the City prior to issuance of building permits unless an alternative timeline is approved by the City. g.The existing wetland buffers proposed to remain are subject to an inspection by the City’s Wetland Specialist to confirm these areas are undisturbed and are in acceptable condition prior to submittal of the final plat application. h.For buffers to be established, a plan identifying the establishment and maintenance procedures shall be provided at the time of Final Plat. The City’s Wetland Specialist will provide final approval for the seeding mix to be utilized in the wetland buffer. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 5 of 8 18. A permanent sign permit is required for the proposed entrance monument. a. The entrance monument must comply with Chapter 82 of the City Code. 19. All house elevations must be submitted with building permits with dimensions and building material percentages to confirm compliance with Section 1040.040, Subd. 8 of the Zoning Ordinance, unless flexibility is granted as part of the PUD plan. 20. Prior to submittal of the PUD final plan and final plat, revised preliminary plans must address the following: a. All plans must be consistent. i. Existing and proposed drainage and utility easements shall be shown and clearly labeled on all plans. ii. Wetland buffer zones shall be clearly identified and labeled. iii. The wetland area used in exhibits to calculate density and open space must be consistent. b. Sidewalks must be extended up to the cul-de-sac of Streets C, D, and E. c. An additional trail easement must be shown on the preliminary plat from the cul-de- sac of Street C to the east project boundary which is also the border of the City of Maple Grove and the City of Corcoran. i. The additional segment of the trail easement that is not wetland, wetland buffer, floodplain, or within the City’s right-of-way will count towards park dedication. ii. The developer will not be responsible for constructing this portion of the trail. d. The proposed off-road trail location and wetland buffer widths must be revised to relocate the trail at least 5’ outside of the wetland buffers for Wetland 1 and Wetland 3. e. The trail connection between this development and Bass Lake Crossing must provide a transition from a trail width of 8’ to the existing trail width of 10’ in Bass Lake Crossing. f. The final trail alignment to the property to the west will require further coordination. The final locations must align, which may require additional adjustments. g. Proposed retaining wall #3 shall be relocated outside of the buffer for Wetland 1, or the buffer in this area must be reduced to the retaining wall is at least 5’ outside of the buffer. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 6 of 8 h.Drainage and utility easements are required over all outlots, wetlands, wetland buffers, the 100-year floodplain, and at the perimeter of lot lines. Additional easements are required as outlined in the Engineering Memo. i.The landscaping plan must be revised to show the proposed trees outside of the City’s public right-of-way and at least 3’ away from all property lines. j.Streetlighting must be shown on the development plans. i.Final locations will be approved with the small utility permit. ii.Lighting must comply with Section 1060.040 of the Zoning Ordinance. k.The Tree Preservation Plan must be revised to accurately reflect the proposed trees to be preserved. i.50% of all healthy, significant trees must be preserved. 21.The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrant, fire department connections and fire lane signage. 22.The new public streets shall follow the City’s street naming policy. 23.An encroachment agreement shall be required for all site improvements or items placed within the City rights-of-way or easements. 24.All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Underground service connections to the street property line of each platted lot shall be installed at the subdivider’s expense. 25.Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5’ from the property line. 26.All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives, or streets. 27.Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 28.All landscaping in rear yards and common areas shall be planted and inspected by the City within one year of issuance of a building permit. 29.Trees in the front yard shall be planted prior to issuance of certificate of occupancy for single-family homes unless an alternative timeline is approved by the City. 30.If trees marked for preservation are removed during construction, the applicant shall be required to provide an equivalent caliper inch replacement for the lost trees. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 7 of 8 31.The plans must show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of approved locations provided to the City. 32.Prior to release of final plat for recording, the applicant must enter into the following: a.A Development Contract, including a financial guarantee to protect the work. b.A Stormwater Maintenance Agreement. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-55 Page 8 of 8 ATTACHMENT A The Northeast Quarter of the Northeast Quarter of Section 25, Township 119, Range 23. (Torrens Property) Torrens Certificate No. 1017215 City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-56 Page 1 of 3 Motion By: Seconded By: APPROVING PRELIMIINARY PLAT FOR “FAIRWAY SHORES VILLAS AT COOK LAKE” LOCATED NORTH OF FIR LANE AND EAST OF COOK LAKE (PID 25-119-23-11-0001) (CITY FILE NO. 24-006) WHEREAS, Bergeron Development (the “applicant”) requests approval of “Fairway Shores Villas at Cook Lake” a single-family residential subdivision on the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council hereby approves the request for preliminary plat, subject to the following conditions: 1.A preliminary planned unit development (PUD) plan is approved for “Fairway Shores Villas at Cook Lake”, in accordance with the plans and application received by the City on February 20, 2024, and revisions received April 10, 2024, April 12, 2024, April 23, 2024, and April 26, 2024, except as amended by this resolution. 2.Approval is contingent upon City Council approval of the preliminary PUD plan for “Fairway Shores Villas at Cook Lake”. The applicant shall comply with all conditions of the preliminary PUD plan approval (Resolution 2024-55). 3.The preliminary plat must be revised per the requirements as noted in Resolution 2024- 55. 4.Park dedication is due as required by the PUD approvals, prior to the release of the final plat for recording. 5.The applicant shall comply with all requirements of the City Engineer’s memo for Civil Review, dated April 23, 2024. 6.The applicant shall comply with all requirements of the City Engineer’s memo for stormwater, dated April 23, 2024. 7.Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of the final plat. Attachment Item 8e6. City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-56 Page 2 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 21st day of May 2024. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Michelle Friedrich – City Clerk City of Corcoran May 21, 2024 County of Hennepin State of Minnesota RESOLUTION NO. 2024-56 Page 3 of 3 ATTACHMENT A The Northeast Quarter of the Northeast Quarter of Section 25, Township 119, Range 23. (Torrens Property) Torrens Certificate No. 1017215 Memo To: Kevin Mattson, City of Corcoran From: Kent Torve, City Engineer Steve Hegland, PE Project: Fairway Shores Pre-Plat Civil Review Date: April 23, 2024 Exhibits: This Memorandum is based on a review of the following documents: 1. Fairway Shores Pre-Plat Plans revision dated 04/04/2024. Comments: General: 1.Consistent with the review process, a comment response letter shall be provided in which the applicant provides a written response to each of the items below. 2. In addition to engineering comments, the proposed plans are subject to review by planning, zoning, and land-use and shall meet other applicable codes of the City of Corcoran. 3. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 4. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 5. Update any Corcoran Standard detail plate references to the 2024 revision. 6. The development shall comply with the conditions and requirements as outlined in the Infrastructure Feasibility Study for the development. Plat: 1.Show scale and north arrow on sheets 7 and 8, “Preliminary Site and Utility Plan”. 2. Confirm that sufficient drainage and utility easement is provided for storm sewer on Block 4 Lot 8. 3. Outlots shall be encompassed by drainage and utility easements. 4. Show easements on site and utility plans. Additional easements may be necessary based on the review of updated plans. The required easements could impact lot placement and layout depending on the location and depth of utilities. Erosion Control/SWPPP 1.Preparation of and compliance with a SWPPP shall be required for construction. 2. Erosion control plan will be reviewed during final plat review. Attachment Item 8e7. April 23, 2024 Fairway Shores Kevin Mattson, City of Corcoran Page 2 of 3 Transportation 1.All roads shall be signed no parking on one side of the roadway with no parking signs required within all cul-de-sacs. Final no parking and stop sign locations to be coordinated at time of final plat. 2. All pedestrian ramps shall be ADA compliant and detailed designs shall be provided for all landings showing elevations in compliance with those requirements. 3. Street grades shall be reviewed during final plat review once profiles have been provided. 4. Review connection to bituminous trail from Bass Lake Crossings development. Record plans show existing trial as 10’ wide which will need to be transitioned to with proposed trail. 5. Provide B618 curb in areas adjacent to greenspaces and around radius of intersections. 6. Trail alignment in NW corner of the site shall align with adjacent development. 7. Roadways are terminated at shared property boundary with proposed development to the west. If development does not occur, temporary turnarounds and easements and modifications to the drainage maybe necessary with this development. 8. The pedestrian corridors were reviewed vs the pedestrian crosswalk policy. Where the trail crosses Street C, curb extensions should be incorporated due to the mid-block crossing. ADA compliant pedestrian landings will be required at all pedestrian crossings and intersections. 9. Sidewalk shall be extended into cul-de-sacs 10. Development will have singular access point in the SW until the adjacent parcel to the west develops to complete the roadway connections. 11. An existing easement for limited access exists for this property across the adjacent parcel. If no longer necessary for this development, the easement should be terminated. 12. Provide street draintile, including appropriate cleanouts. See City Standard Details for draintile information. Site Plans 1.The existing and proposed drainage and utility easements shown shall be clearly labeled on all plan drawings. The wetland buffer zones shall also be clearly identified and labeled. 2. Street lighting locations will be shown on the development plans. Final location will be reviewed and determined with the small utility permit. Grading /Stormwater 1.Rational calculations shall be provided to confirm all pipe sizes and inlet capacity at the time of final plat. 2. Storm pipe size, rim and invert information shall be shown on plans. 3. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the city engineer. 4. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. 5. Provide top and bottom spot elevations for all retaining walls on grading sheets. 6. Adjust wetland buffer so retaining wall 3 is not in the buffer. 7. Easements shall be provided over all storm sewer pipes not in ROW. Easements shall be shown on the utility plan to ensure they are adequate. Easement will be required over all maintenance routes to ponds, inlet and outlets. April 23, 2024 Fairway Shores Kevin Mattson, City of Corcoran Page 3 of 3 8. Sumps will be required in all storm structures with drops in of 18” or greater as well as the last accessible structures prior to stormwater basins. 9. Wetland buffer signage shall be clearly identified and labeled. 10. The grading plans shall clearly identify whether designated wetland buffers within the site are to utilize existing vegetation or if new vegetation will be established for the buffers. If existing vegetation is to be utilized, the vegetation shall be approved by the City Wetland specialist. For buffers to be established, a plan identifying the establishment and maintenance procedures shall be provided at the time of Final Plat. 11. Display NWL and HWL for all wetlands and ponds on stormwater plans and grading plans. 12. All pond access routes to storm sewer infrastructure to be 12’ wide. 13. Review drainage swale at northern property line to confirm 2% grade is maintained throughout the swale. 14. Provide profiles for all storm sewer for final plat review. 15. Grading to west property line relies on adjacent development to collect and manage stormwater. If adjacent development does not proceed on shared timeline, development shall be responsible for all management of stormwater which could impact lot layout or require easements to be obtained from adjacent land. 16. Specify trash guards and rip rap for flared ends where necessary. Watermain/Sanitary Sewer 1. Plan and profiles for all utilities shall be provided at the time of final plat submittals. 2. Valve locations to be reviewed at time of final plat. Generally, valves shall be located at all intersection as one less valve than the number of legs. Valves should typically be located out from the end radius points unless specific circumstances don’t allow. 3. Hydrant spacing to be reviewed by public safety at time of final plat. 4. Include plan notes that connection to existing manholes are to be core drilled and will use a watertight boot. 5. Coordinate water connections with adjacent development. 6. Watermain along Street A should be reduced at connection and be 8” through the site. 7. Grading in rear of Lot 13 Block 2 appears to be cutting over watermain. Profile must be provided to ensure adequate cover is maintained and if not, grading shall be adjusted to ensure adequate cover. 8. Plans shall provide details in how existing sanitary manholes will be adjusted. Many of the adjustments will require additional manhole sections to be added. 9. Show profile for existing trunk watermain along the rear yards of Blocks 2 and 4. There appears that additional fill is being placed over the watermain which may require a portion of the watermain to be reinstalled with the development to ensure it is accessible. End of Comments Memo To: Kevin Mattson, PE Public Works Director City of Corcoran From: Kent Torve, PE, City Engineer Steve Hegland, PE, Client Manager Project: Stormwater Comments Fairway Shores Villas at Cook Lake Development Project Date: 4/23/2024 Exhibits: This Memorandum is based on a review of the following documents: ·Fairway Shores Villas at Cook Lake Civil Plans by Carlson McCain dated 2/20/2024 ·Stormwater Management Plan for Fairway Shores Villas at Cook Lake by Carlson McCain dated 2/20/2024 Comments: General: ·Final approval by the Elm Creek Watershed Management Commission (ECWMC) must be attained before any site grading or activity may begin. o City needs to authorize submittal to ECWMC. ·The City strongly recommends the equalizer channel and pipe be removed for the stormwater ponds and a filter bench adjacent to the BMP be incorporated. Adjacent Development 1. If the adjacent development to the west does not proceed or does not have the same construction timing, then Fairway Shores must obtain an easement or other permission to install and manage the property line drainage with this development. Cook Lake Zone A Floodplain 2. The HEC-HMS model for ECWMC shows a BFE of 943.6 3. Show and label floodplain on plan sheets. Stormsewer and Outlet Structures (OCS) 4. Provide callouts for stormsewer elevations, sizes, slopes, materials, etc. 5. The current design discharges the majority of the site into a central wetland that flows down a natural channel to a culvert under the trail and Cook Lake. This will be unstable over the long term, therefore the main BMP discharge should be routed down to Cook Lake via stormsewer and drop manholes or through a natural channel reconstruction while also providing a 12-inch diversion pipe to provide hydrology to the wetland. Prior to discharge at Cook Lake, a stilling basin needs to be constructed to dissipate energy. a. Trail crossing shall be above the 10-year elevation at the trail culvert. Attachment Item 8e8. April 23, 2024 Fairway Shores Kevin Mattson Page 2 of 2 6. Draintile discharge from the two filtration basins should be separated, or alternatively upsize the main draintile downstream of combination location. Ponds/BMPs 7. EOFs shall be 1 ft above the HWL. 8. Raise the berm between Pond 100 and FB 101 to be above the 10-year HWL. 9. Use City standard detail for filtration basin cross section. Drainage Maps 10. Ensure drainage area maps have the correct scale. Modeling 11. Start all ponds at the lowest controlling outlet, instead of the drawdown elevation. 12. Use the NRCS Web Soil Survey to determine HSGs. 13. Provide a HydroCAD model that matches plans. For example: a. In Pond P100, the 15” outlet pipe to P101 has an outlet elevation of 961.50, which is below the filtration basin bottom. b. The equalizer pipe between FB 101 and FB 102 has an elevation of 961.0 on the plans and 962.0 in the HydroCAD. Page 1 of 1 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@corcoranmn.gov / Web Site – www.corcoranmn.gov Memo To: Planning (Planners Lindahl and Davis McKeown) From: Lieutenant Burns Date: March 6, 2024 Re: City File 24-006 Fairway Shores Villas at Cook Lake Preliminary Plat and PUD A Public Safety plan review meeting was held on March 6, 2024, to review the submitted application for the Northeast Industrial Concept Plan. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Deputy Fire Marshall Skow, Building Official Rosenau, Construction Services Supervisor Pritchard, Permit Technician Zuther, and Planner Davis McKeown. The comments below are based on the preliminary review of the preliminary plat and are intended as initial feedback. Further plan review will need to be completed as construction plans are finalized. 1.Cul-de-sacs need to be built to City Specifications. 2.Street C and Street B need to connect to Chastek property to the west. 3.Fire hydrants will require sign-off by Public Works and the Fire Chief. Attachment Item 8e9. Fairway Shores Villas at Cook Lake Development Narrative Revised 5/14/24. Property: Leuer Parcel in Corcoran/Maple Grove PID: 25-119-23-11-0001 40.56 Acres PID: 30-119-22-20-0002 16.54 Acres Property Owners: Catherine & Peter Leuer Developer-Bergeron Homes & Development, Inc. Mike Bergeron: 612-388-2553 bergeronhomes@hotmail.com Concept Sketch Plans: Carlson McCain Brian Krystofiak: 763-489-7905 bkrystofiak@carlsonmccain.com Proposed Zoning: PUD (Shoreland Development) •Lots: 75 Single Family Lots (20 lots are 55’ wide, 55 lots are larger) §55’ Minimum Lot Width §125’ Minimum Lot Depth §Except Lot 1, Block 1 §6,875 sf Minimum Lot Area §9,405 sf Average Lot Area §13,454 sf Largest Lot Area §Front Yard Set Back: 25’ §Side Yard Set Back: 7.5 each Side, 15’ Total §Side Yard Setback Corner Lot: 25’ §Rear Yard Setback: 25’ §5’ Concrete Walks §8’ Paved Trail Attachment Item 8e10. Bergeron Homes & Development, Inc would like to create a luxury villa community with 75 single-family one-story villa style homes on a combined 57.1 (40.56 & 16.54) acres of land located along Cook Lake NE, also bordering Rush Creek Golf Course, and the Bass Lake Crossing villa development. The entrance for this development will be at the end of Fir Ln in the Bass Lake Crossings neighborhood. The neighborhood will include walking trails, green spaces, and sidewalks around the development. There will be a custom neighborhood monument with landscaping located in Outlot E, on the east side as you enter Fairway Shores Villas. The proposed development would consist of detached Luxury villa style homes. We will have several different floor plans and numerous different front elevations to choose from. Floor plans will be a minimum of 1650 square feet on the main level, with the lower levels completed. The finished square footage will be 2600-3400. Therefore, be a welcome addition to the City of Corcoran’s tax base. The Villa style homes will be just like the villas we are currently building in our “Timbers Edge” Development in Plymouth. The exteriors will be fully sided with James Hardie siding or LP Smart Side. There will be a mix of siding textures for the fronts, using shakes, board & batten, lap siding and adding real stone accents, in addition to concrete front porches and 30-year architectural shingles. We like to mix up the colors, textures, and lines on a home to make each home look a little different. On Corner lots, we do 4-sided architecture. There will be a Master HOA with rules & regulations that all residence will adhere to. This master association will oversee the monumentation, mailboxes, landscape, retention basins and other common elements. We are requesting flexibility of garage widths to be 65% on 13 lots ranging in size from 60- 70’ wide. The reason for the request is to design a new floor plan with 3-car wide. This will allow the homes backed up to Rush Creek Golf Course 10’ extra of backyard and or distance from the golf course. We have a mix of lot sizes on Block 5, most will allow a 3-car wide garage with the standard zoning of 55% garage. With the flexibility of 65% garage width, we can stay consistent with 3 car wide street appearance for all of block 5. Zoning: We are asking for the rezoning to continue building our villa style homes. They are in high demand for residences seeking low maintenance living with a smaller footprint. Villa style homes within a PUD promote a sense of community by clustering residences around shared amenities such as parks, walking trails, and green spaces. This type of development layout, in addition to adding a front porch on each home, encourages social interaction among residences creating a tight knit neighborhood atmosphere. This proposed Villa development aims to cater to residents seeking a combination of comfortable single-story living, low maintenance lifestyle and community amenities such as walking trails & greenspace. We will have a variety of home styles and lot sizes. There will a monthly HOA fee for snow removal & lawn mowing. So, all the residents need to do is enjoy it. Bass Lake Crossings is a similar development to the south of this property. Rush Creek Golf Course is to the north; Cook Lake runs along the east and a possible development to the west that sounds somewhat like ours. The impacts on the surrounding properties will be minimal. It’s fairly secluded by Rush Creek Golf Course and Cook Lake. 16 acres of Cook Lake is part of the purchase of the development property. The Villa style developments primarily attract retired people. Some even leave to go south for the winters. The trips per day per household are much lower than the 2 story developments attracting predominantly young families, that go to and from work, children’s activities, etc. The HOA will also limit traffic by using one company for lawn or snow and another for sanitation, so they all come on the same day cutting down on traffic. This site is primarily open rolling farmland with minimal existing trees. The existing trees will be kept in the designated open space areas. The retention pond will capture and treat stormwater. Environmental Impacts are minimal. Only one wetland will be filled (Wetland #5, it’s 0.15 in size and MnRAM rating of low) the rest will be preserved. Pictured below. Planned Unit Development (PUD) The proposed site, Fairway Shores Villas has shoreland restrictions. The flexibility of a PUD to maximize lot count to take advantage of the views of Cook Lake and Rush Creek Golf Course. Our concept plan for this property needed to address building height requirements from the Shoreland Overlay District. The lot sizes in the RSF-2 zoning wouldn’t allow us to come close to the units per acre requirement. The PUD is the best fit for our villa style homes. Varying lot sizes to accommodate the several villa styles along with the one level to meet the height requirements for the Shoreland Overlay District. Corcoran PUD Public Benefits Policy. Criteria #11 Internal Trail Connections-The trail connection for the development connects to the existing trail, south of the property. It will run all the way to the north end of the development, turn to the west and stub into the Chastek land for a future connection. When the trail runs to the north end of the development, it connects to the sidewalk proposed in the interior of the development. Making a full loop around the neighborhood, and scenic views of Cook Lake to the east of the trail. Criteria #16 Natural Resources -The proposed development was designed around the natural resources that were existing in, and around wetland #2, including the trees around it. Criteria #19. Use of Preferred Trees in Landscaping- We have changed our Landscape plan to include trees & shrubs from the Northeast District Plan. Criteria #21. Higher Architectural standards. All homes in this proposed development will have the entire exterior siding with either James Hardie or LP Smartside. Each siding company offers 20+ prefinished colors. The majority, if not all the homes will include a stamped concrete front porch. We use real stone accents, 30-year Architectural shingles, and designer embellishments. On homes with corner lots, those homes will have added interest from all viewable sides. Criteria # 22. Lot Size Varity. Over 10% of the lots are 65’ wide or larger. We have 52 out of 75 lots that are over 7500 Square feet. Criteria #23. Larger Tree Sizes. We have made tree size changes to go from 2.5” overstory trees, to 3” or larger Trees depending on availability. 3” are available currently, but over that is tough to find in our market. We would like to use 4” if possible, at the time of planting. We have also increased our 6’ Evergreen trees to 6-8’, also depending on the availability at the time of planting. We held an Open House at our Model Home In our “Villas at Timbers Edge” neighborhood in Plymouth on November 2nd. We thought it would be helpful to show neighbors exactly what we plan to build and how our current development looks. In attendance, we had Mathew Sumers, the President of the Bass Lake Crossings neighborhood. Lynn Alberts, Treasurer of the Bass Lake Crossings Neighborhood, and Mary Munsterteiger, a Realtor from the Bass Lake Crossings neighborhood. Natalie Davis with the City of Corcoran also attended. We were pleased to hear all the positive comments and feedback on our project. Concept Elevations This message was sent from outside of the organization. Please do not click links or open attachments unless yourecognize the source of this email and know the content is safe. From:Dan Sanford To:Natalie Davis Cc:bergeronhomes@hotmail.com Date:Monday, April 15, 2024 11:57:13 AM Hello Natalie, This is Dan Sanford at Grove Nursery,9650 Trail Haven Rd. Corcoran. I recently reviewed a landscape plan with Mike Bergeron of Bergeron Homes. The project name is Fairway Shores Villas at Cook Lake. Mike shared with me that you are the planner for this project. I just wanted to offer a few observations that I have with the current landscape plan. Mike had mentioned that the overstory tree’s for the boulevard are suppose to be 4” caliper tree’s? I have concerns in planting this size trees for mainly 2 reasons, 1. Availability- The majority of tree growers in Minnesota do not offer a 4” caliper tree, typically the largest offered is 3”caliper. 2. Transplant success- It has also been our experience that the larger the tree transplanted the higher the risk of transplant failure. We would recommend 3” caliper maximum for the best expectation of long term tree viability. Feel free to reach out or even stop by the nursery at your convenience so I can answer any questions you may have. Best Regards! Dan Sanford GROVE NURSERY dan@grovenursery.com Phone: 763-420-4202 Cell: 612-685-3176 B A S S L A K EC R O S S I N G1 S T A D D I T I O NRUSH CREEK GOLF COURSECOOK LAKECHASTEK PROPERTYFairway Shores Villas at Cook LakeCorcoran, Minnesota VICINITY MAP SITECOVER1Know what'sbelow.before you dig.CallRBERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_cover.dwgSave Date:04/26/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#107892. 4/26/24 Rev. Shts. 9-11 Per City CommentsAttachment Item 8e11. OWNER:OWNER:OWNER:OWNER:OWNER:OWNER:OWNER:OWNER:COOK LAKE FIR LANEf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\preplat\10789_excon.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaEXISTING CONDITIONSThomas R. Balluff, L.S.I hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #: 2/20/2440361DRAWN BY:ISSUE DATE:FILE NO:Revisions:142NJS/BJS2/20/242687LEGEND STREET CSTREET CSTREET CBS T R E E T A STREET ASTREET DSTREET EOWNER:OWNER:OWNER:OWNER:OWNER:OWNER:OWNER:OWNER:COOK LAKESTREETf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\preplat\10789_preplat index.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPRELIMINARY PLAT INDEXThomas R. Balluff, L.S.I hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #: 2/20/2440361DRAWN BY:ISSUE DATE:FILE NO:143NJS2/20/242687LEGENDSEE SHEET 5SEE SHEET 4 SITE DATA Revisions:1. 4/4/24 per City Comments OWNER:OWNER:OWNER:COOK LAKEST. BFIR LANE STREET ESTREET Af:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\preplat\10789_preplat.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPRELIMINARY PLATThomas R. Balluff, L.S.I hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #: 2/20/2440361DRAWN BY:ISSUE DATE:FILE NO:Revisions:1. 4/4/24 per City Comments144NJS2/20/242687 OWNER: OWNER:OWNER:OWNER:OWNER:COOK LAKE STREET CSTREET CSTREET ASTREET DSTREET Cf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\preplat\10789_preplat.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPRELIMINARY PLATThomas R. Balluff, L.S.I hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #: 2/20/2440361DRAWN BY:ISSUE DATE:FILE NO:145NJS2/20/242687Revisions:1. 4/4/24 per City Comments BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_site.dwgSave Date:04/10/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789Know what'sbelow.before you dig.CallRPRELIMINARY SITE &UTILITY PLAN INDEX6SITE PLAN LEGENDSHORELANDTIER 1 (320')SHORELANDTIER 2 (320')SHORELANDTIER 3 (360')OHW(942.37)OHW(942.37)SHORELANDTIER 1 (320')SHORELANDTIER 2 (320')SHORELANDTIER 3 (360') BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_site.dwgSave Date:04/09/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789PRELIMINARY SITE &UTILITY PLAN7 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_site.dwgSave Date:04/09/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789PRELIMINARY SITE &UTILITY PLAN8 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_gr.dwgSave Date:04/26/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789GRADING INDEX9 WETLAND FILL SUMMARY PROPOSED WETLAND BUFFER1-MEDIUM3-MEDIUM2-MEDIUM5-LOWWETLAND 1MEDIUMWETLAND 1MEDIUMWETLAND 3MEDIUMWETLAND 2MEDIUMWETLAND 5LOWSHORELANDTIER 1 (320')SHORELANDTIER 2 (320')SHORELANDTIER 3 (360')OHW(942.37)OHW(942.37)SHORELANDTIER 1 (320')SHORELANDTIER 2 (320')SHORELANDTIER 3 (360')2. 4/26/24 Rev. Wetland 1 Per City Comments BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_gr.dwgSave Date:04/26/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789PRELIMINARY GRADING& EROSION CONTROL PLAN102. 4/26/24 Rev. Wetland 1 Per City Comments BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_gr.dwgSave Date:04/26/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789PRELIMINARY GRADING& EROSION CONTROL PLAN112. 4/26/24 Rev. Wetland 1 Per City Comments BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_detail.dwgSave Date:03/15/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789DETAILS12 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_detail.dwgSave Date:03/15/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789FRAMECURBFRAMEDETAILS13 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_detail.dwgSave Date:03/15/2414Revisions:1. 4/4/24 Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer underthe laws of the State of Minnesota2/20/24JJO2/20/24Brian J. Krystofiak, P.E.25063BJK#10789968966964962960962968966964962968966964968966964962960RETAINING WALL PROFILES14962968966964962968966964 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/04/243Revisions:1. 04/04/24 - Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789PRELIMINARYLANDSCAPE PLANL1EXISTING GRADEGUY WIRE WITH WEBBINGFLAGGING- ONE PER WIREPLANTING SOIL MIXTURE (SEE SPEC.)MINIMUM 1/2 WIDTH OF ROOT BALL4"-6" SHREDDED BARKMULCHUNDISTURBED OR STABILIZEDSUBSOILNOTE: GUY ASSEMBLY OPTIONAL BUTCONTRACTOR ASSUMES FULLRESPONSIBILITY FOR MAINTAINING TREEIN A PLUMB POSITION FOR THEDURATION OF THE GUARANTEE PERIODGUY ASSEMBLY- 16"POLYPROPYLENE OR POLYETHYLENE(40 MIL) 1-1/2" WIDE STRAP (TYP)DOUBLE STRAND 10 GA. WIRE, 2-7"ROLLED STEEL POSTS (MnDOT 3401)@ 180° O.C. (SEE STAKING DIAGRAM)COORDINATESTAKING TO INSUREUNIFORMORIENTATION OF GUYLINES AND STAKES2. TRIM OUT DEAD WOOD AND WEAK AND/ORDEFORMED TWIGS. DO NOT CUT A LEADER. DONOT PAINT CUTS.4. PLACE PLANT IN PLANTING HOLE WITHBURLAP AND WIRE BASKET, (IF USED), INTACT.BACKFILL WITHIN APPROXIMATELY 12" OF THETOP OF ROOTBALL, WATER PLANT. REMOVETOP 1/3OF THE BASKET OR THE TOP TWOHORIZONTAL RINGS, WHICHEVER IS GREATER.REMOVE ALL BURLAP AND NAILS FROM TOP1/3 OF THE BALL. REMOVE ALL TWINE.3. SET PLANT ON UNDISTURBED NATIVE SOILOR THOROUGHLY COMPACTED BACKFILL SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT ORUP TO 2" ABOVE THE FINISHED GRADE.6. WATER TO SETTLE PLANTS AND FILLVOIDS.5. PLUMB AND BACKFILL WITHBACKFILL SOIL.7. WATER WITHIN TWO HOURS OFINSTALLATION. WATERING MUST BESUFFICIENT TO THOROUGHLY SATURATEROOT BALL AND PLANTING HOLE.8. PLACE MULCH WITHIN 48 HOURS OFTHE SECOND WATERING UNLESS SOILMOISTURE IS EXCESSIVE.1. SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGPLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY NYLON STRAPS8' STEEL TEE POST-4 INCHES HARDWOOD MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.12"6" 2'(MIN.) 6" 6"3 REQUIRED AT 1202'(MIN.) 6"12"UNDISTURBED SUBSOIL( SEE LANDSCAPE NOTES FOR TYPE OF MULCH )REMOVE BURLAP & ROPEFROM TOP 1/3 OF BALLIF SHRUB IS B & B, THENBACKFILL MIX4 INCHES MULCHKnow what'sbelow.before you dig.CallR 11KC6RB6HL4RM9BL5FM10HB12WO5RMPRELIMINARYLANDSCAPE PLANL2BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/04/243Revisions:1. 04/04/24 - Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789 4FM5SB6CA5WP6BH10AE4BL5RM1VBC3JSG3KFG4RTD3SPG3KFG19DLB7SCS13LRS4SPG9DBH3KFG16DLB3SPG3JSG3RTD3KFGSYMBOLCODEQTYBOTANICAL NAMECOMMON NAMESIZE CONTAINERTREESRM14Acer rubrum `Northwood`Northwood Red Maple2.5" Cal.B&BFM9Acer x freemanii `Sienna`Sienna Glen Maple2.5" Cal. B&BRB6Betula nigraClump Form, 2.5" Cal EquivalentRiver Birch Multi-Trunk10` Ht.B&BHB10Celtis occidentalisCommon Hackberry2.5" Cal. B&BHL6Gleditsia triacanthos inermis `Harve`Northern Acclaim Thornless Honey Locust2.5" Cal. B&BKC 11Gymnocladus dioica `Espresso`Kentucky Coffeetree2.5" Cal. B&BWO 12Quercus bicolorSwamp White Oak2.5" Cal. B&BBL13Tilia americana `Boulevard`Boulevard Linden2.5" Cal. B&BAE10Ulmus americana `Princeton`American Elm2.5" Cal. B&BCONIFEROUS TREESBH6Picea glauca densataBlack Hills Spruce6` Ht.B&BWP5Pinus strobusWhite Pine6` Ht.B&BORNAMENTAL TREESSB5Amelanchier x grandiflora `Autumn Brilliance`Clump Form, 1.5" Cal EquivalentAutumn Brilliance Serviceberry7` Ht.B&BCA6Malus x `Prairifire`Red FlowersPrairifire Crabapple1.5" Cal. B&BSHRUBSRTD 7Cornus sericea `Alleman`s Compact`Dwarf Red Twig Dogwood#5 Cont.DBH9Diervilla loniceraDwarf Bush Honeysuckle#5 Cont.SPG10Spiraea x bumalda `Goldflame`Gold Foliage, Red FlowersGoldflame Spirea#5 Cont.VBC 1Viburnum trilobum `Bailey Compact`Red Fall ColorBailey`s Compact American Cranberry Bush#5 Cont.EVERGREEN SHRUBSJSG6Juniperus chinensis `Sea Green`Sea Green Juniper#5 Cont.GRASSESKFG 12Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass#3 Cont.PERENNIALSDLB35Hemerocallis x `Baja`Red FlowersBaja Daylily#1 Cont.LRS13Perovskia atriplicifolia `Little Spire`Little Spire Russian Sage#1 Cont.SCS 7Sedum spectabile `Autumn Joy`Stonecrop#1 Cont.GROUND COVERSROCK507 sfRock MulchNon-Woven Geotextile Incidental1.5" Trap Rock Mulch4" DepthTI135,095 sfType I - Turf Seed MixRefer to notes for acceptable seeding methodsSeeding Rate 180 lb/acMnDOT Seed Mix 25-151seedTII73,799 sfType II - Stormwater Seed MixRefer to notes for acceptable seedingmethods. Seeding Rate 52.0 lb/acMnDOT Seed Mix 33-261seedTIII220,613 sfType III - Native Seed MixRefer to notes for acceptable seedingmethods. Seeding Rate 50.0 lb/acMnDOT Seed Mix 35-241seedPLANT SCHEDULEPRELIMINARYLANDSCAPE PLANL3BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/04/243Revisions:1. 04/04/24 - Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_tree.dwgSave Date:04/10/243Revisions:1.04/04/24 - Per City Comments2.04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789T1TREE PRESERVATION PLAN4 VICINITY MAP SITE BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_tree.dwgSave Date:04/10/243Revisions:1.04/04/24 - Per City Comments2.04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789TREE PRESERVATION PLANT24 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_tree.dwgSave Date:04/10/243Revisions:1.04/04/24 - Per City Comments2.04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789TREE PRESERVATION PLANT34 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_tree.dwgSave Date:04/10/243Revisions:1.04/04/24 - Per City Comments2.04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789TREE INVENTORYT44 BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/10/243Revisions:1. 04/04/24 - Per City Comments2. 04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789PRELIMINARYLANDSCAPE PLANL1EXISTING GRADEGUY WIRE WITH WEBBINGFLAGGING- ONE PER WIREPLANTING SOIL MIXTURE (SEE SPEC.)MINIMUM 1/2 WIDTH OF ROOT BALL4"-6" SHREDDED BARKMULCHUNDISTURBED OR STABILIZEDSUBSOILNOTE: GUY ASSEMBLY OPTIONAL BUTCONTRACTOR ASSUMES FULLRESPONSIBILITY FOR MAINTAINING TREEIN A PLUMB POSITION FOR THEDURATION OF THE GUARANTEE PERIODGUY ASSEMBLY- 16"POLYPROPYLENE OR POLYETHYLENE(40 MIL) 1-1/2" WIDE STRAP (TYP)DOUBLE STRAND 10 GA. WIRE, 2-7"ROLLED STEEL POSTS (MnDOT 3401)@ 180° O.C. (SEE STAKING DIAGRAM)COORDINATESTAKING TO INSUREUNIFORMORIENTATION OF GUYLINES AND STAKES2. TRIM OUT DEAD WOOD AND WEAK AND/ORDEFORMED TWIGS. DO NOT CUT A LEADER. DONOT PAINT CUTS.4. PLACE PLANT IN PLANTING HOLE WITHBURLAP AND WIRE BASKET, (IF USED), INTACT.BACKFILL WITHIN APPROXIMATELY 12" OF THETOP OF ROOTBALL, WATER PLANT. REMOVETOP 1/3OF THE BASKET OR THE TOP TWOHORIZONTAL RINGS, WHICHEVER IS GREATER.REMOVE ALL BURLAP AND NAILS FROM TOP1/3 OF THE BALL. REMOVE ALL TWINE.3. SET PLANT ON UNDISTURBED NATIVE SOILOR THOROUGHLY COMPACTED BACKFILL SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT ORUP TO 2" ABOVE THE FINISHED GRADE.6. WATER TO SETTLE PLANTS AND FILLVOIDS.5. PLUMB AND BACKFILL WITHBACKFILL SOIL.7. WATER WITHIN TWO HOURS OFINSTALLATION. WATERING MUST BESUFFICIENT TO THOROUGHLY SATURATEROOT BALL AND PLANTING HOLE.8. PLACE MULCH WITHIN 48 HOURS OFTHE SECOND WATERING UNLESS SOILMOISTURE IS EXCESSIVE.1. SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGPLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY NYLON STRAPS8' STEEL TEE POST-4 INCHES HARDWOOD MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.12"6" 2'(MIN.) 6" 6"3 REQUIRED AT 1202'(MIN.) 6"12"UNDISTURBED SUBSOIL( SEE LANDSCAPE NOTES FOR TYPE OF MULCH )REMOVE BURLAP & ROPEFROM TOP 1/3 OF BALLIF SHRUB IS B & B, THENBACKFILL MIX4 INCHES MULCHKnow what'sbelow.before you dig.CallR BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_buffer exhibit.dwgSave Date:04/10/243Revisions:1.04/04/24 - Per City CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#107891WETLAND BUFFER PLAN1A. Where acceptable natural vegetation exists in buffer strip areas, the retention of such vegetation in an undisturbed state is preferred. A buffer strip has acceptable natural vegetation if it:1. Has a continuous, dense layer of perennial grasses that have been uncultivated or unbroken for at least 10 consecutive years, or2. Has an overstory of trees and/or shrubs with at least 80 percent canopy closure that have been uncultivated or unbroken for at least 10 consecutive years, or3. Contains a mixture of the plant communities described in (1) and (2) above, that have been uncultivated or unbroken for at least 10 consecutive years.B. Notwithstanding the above performance standards, the City may determine existing buffer vegetation to be unacceptable if:1. It is composed of undesirable plant species (including, but not limited to reed canary grass, common buckthorn, purple loosestrife, leafy spurge and noxious weeds), or2. It is lacking a layer of organic thatch or duff, or3. Has topography that tends to channelize the flow of surface runoff, or4. For some other reason it is unlikely to retain nutrients and sediment.C. Where buffer areas, or a portion thereof, are not vegetated or have been cultivated or otherwise disturbed within 10 years of the permit application, such areas shall be re-planted and maintained according to each of the following standards:1. The soil in wetland buffer strips shall be amended, as necessary, to ensure that the soil has an organic content of not less than 10 percent and not more than 20 percent.2. Buffer zones shall be planted with a seed mix containing 100 percent perennial native plant species, except for a one-time planting of an annual nurse or cover crop such as oats or rye.3. The seed mix to be used shall consist of at least 12 pounds pure live seed (PLS) per acre of native prairie grass seed and 5 pounds PLS per acre of native forbs. Native prairie grass and native forb mixes shall contain no fewer than 4 and 5 species respectively.4. The annual nurse or cover crop shall be applied at a rate of 20 pounds per acre.5. Native shrubs may be substituted for forbs. Such shrubs may be bare root seedlings and shall be planted at a rate of 60 plants per acre. Shrubs shall be distributed so as to provide a natural appearance and shall not be planted in rows.6. Any ground cover or shrub plantings installed in buffer areas are independent of landscaping requirements set forth elsewhere in the City Code and City policy.7. Native prairie grasses and forbs shall be planted by a qualified contractor using a drill designed for native prairie grass seedlings, such as a Truax or Nesbitt Native Grass Drill or a John Deere 1550 Power-Till Seeder.8. No fertilizer shall be used in establishing new buffer zones, except on highly disturbed sites when deemed necessary to establish acceptable buffer vegetation and then limited to amounts indicated by an accredited soil testing laboratory.9. All seeded areas shall be mulched immediately with clean straw at a rate of 1.5 tons per acre. Mulch shall be anchored with a disk or tackifier. On slopes that are steeper than 3:1, additional soil stabilization materials such as straw mat or coconut fiber mat shall beused, as specified in the MnDOT Seeding Manual 2000, or most recent MnDOT manual.10.Buffer zones (both natural and created) shall be protected by silt fence during construction and the fence shall remain in place until the area crop is established.11.Applicants may obtain from the City a set of standard seeding and planting specifications for buffer zones that meet all City requirements.D. During the first 2 years, the developer shall replant any buffer vegetation that does not survive. After 2 years, if the condition of the buffer area changes through natural processes not caused by the property owner, the owner shall not be required to reestablish the buffer area to meet the standards established in this subdivision. 11KC6HB6HL4RM9BL5FM12RL5RM10HSPRELIMINARYLANDSCAPE PLANL2BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/10/243Revisions:1. 04/04/24 - Per City Comments2. 04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789 4FM5SB6CA5WP6BH10AE4BL5RM1VBC3JSG3KFG4RTD3GLS3KFG19DLB7SCS13LRS4GLS9DBH3KFG16DLB3GLS3JSG3RTD3KFGSYMBOLCODEQTYBOTANICAL NAMECOMMON NAMESIZE CONTAINERTREESRM14Acer rubrum `Northwood`Northwood Red Maple3-4" Cal.B&BFM9Acer x freemanii `Sienna`Sienna Glen Maple3-4" Cal. B&BHB6Celtis occidentalisCommon Hackberry3-4" Cal. B&BHS10Gleditsia triacanthos 'Skycole'Skyline Honeylocust3-4" Cal. B&BHL6Gleditsia triacanthos inermis `Harve`Northern Acclaim Thornless Honey Locust3-4" Cal. B&BKC 11Gymnocladus dioica `Espresso`Kentucky Coffeetree3-4" Cal. B&BRL 12Tilia americana 'Redmond'Redmond Linden3-4" Cal. B&BBL13Tilia americana `Boulevard`Boulevard Linden3-4" Cal. B&BAE10Ulmus americana `Princeton`American Elm3-4" Cal. B&BCONIFEROUS TREESBH6Picea glauca densataBlack Hills Spruce6-8` Ht.B&BWP5Pinus strobusWhite Pine6-8` Ht.B&BORNAMENTAL TREESSB5Amelanchier x grandiflora `Autumn Brilliance`Clump Form, 1.5" Cal EquivalentAutumn Brilliance Serviceberry7` Ht.B&BCA6Malus x `Prairifire`Red FlowersPrairifire Crabapple1.5" Cal. B&BSHRUBSRTD 7Cornus sericea `Alleman`s Compact`Dwarf Red Twig Dogwood#5 Cont.DBH9Diervilla loniceraDwarf Bush Honeysuckle#5 Cont.GLS10Rhus aromatica 'Gro-Low'Gro-Low Sumac#5 Cont.VBC 1Viburnum trilobum `Bailey Compact`Red Fall ColorBailey`s Compact American Cranberry Bush#5 Cont.EVERGREEN SHRUBSJSG6Juniperus chinensis `Sea Green`Sea Green Juniper#5 Cont.GRASSESKFG 12Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass#3 Cont.PERENNIALSDLB35Hemerocallis x `Baja`Red FlowersBaja Daylily#1 Cont.LRS13Perovskia atriplicifolia `Little Spire`Little Spire Russian Sage#1 Cont.SCS 7Sedum spectabile `Autumn Joy`Stonecrop#1 Cont.GROUND COVERSROCK507 sfRock MulchNon-Woven Geotextile Incidental1.5" Trap Rock Mulch4" DepthTI135,095 sfType I - Turf Seed MixRefer to notes for acceptable seeding methodsSeeding Rate 180 lb/acMnDOT Seed Mix 25-151seedTII73,799 sfType II - Stormwater Seed MixRefer to notes for acceptable seedingmethods. Seeding Rate 52.0 lb/acMnDOT Seed Mix 33-261seedTIII220,613 sfType III - Native Seed MixRefer to notes for acceptable seedingmethods. Seeding Rate 50.0 lb/acMnDOT Seed Mix 35-241seedPLANT SCHEDULEPRELIMINARYLANDSCAPE PLANL3BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\landscape\10789_landscape.dwgSave Date:04/10/243Revisions:1. 04/04/24 - Per City Comments2. 04/23/24 - Per Owner CommentsPrint Name:Signature:Date:License #:Drawn:Designed:Date:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect underthe laws of the State of Minnesota2/20/24RJR2/20/24Ryan J. Ruttger, RLA56346RJR#10789 WETLANDWETLANDWETLANDWETLANDWETLANDWETLAND STREET CSTREET CSTREET CBS T R E E T A STREET ASTREET DSTREET ESTREETf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\fairway shores open space exbt.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPUD OPEN SPACE EXHIBITI hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #:DRAWN BY:ISSUE DATE:FILE NO:Revisions:11C#04/04/20242687 SITE DATA PONDING AREAIN F I L T R A T I O N A R E A INFILTRATIONAREAPONDINGAREA100 YR HWL 100 Y R H W L 100 YR HWL OHW 1000' SHORELAND TIER B A S S L A K EC R O S S I N G1 S T A D D I T I O NBERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, Minnesotaoff:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\engineering\prelim plans\10789_phasing.dwgSave Date:04/10/241Revisions:#10789Fairway Shores Villas at Cook LakeCorcoran, MinnesotaPHASEING PLAN1 VICINITY MAP SITEKnow what'sbelow.before you dig.CallRPHASE I PHASE II PHASE I I I PHASE I I STREET CSTREET CSTREET CBS T R E E T A STREET ASTREET DSTREET ESTREETf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\10789_sba density exbt.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPRE DEVELOPMENT NETDENSITY EXHIBITI hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #:DRAWN BY:ISSUE DATE:FILE NO:Revisions:31C#04/04/20242687 SITE DATA OHW WETLANDWETLANDWETLANDWETLANDWETLANDWETLAND WETLAND 1000' SHORELAND TIER STREET CSTREET CSTREET CBS T R E E T A STREET ASTREET DSTREET ESTREETf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\10789_sba density exbt.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaPOST DEVELOPMENT NETDENSITY EXHIBITI hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #:DRAWN BY:ISSUE DATE:FILE NO:Revisions:32C#04/04/20242687PONDING AREAIN F I L T R A T I O N A R E A INFILTRATIONAREAPONDINGAREA100 YR HWL 100 Y R H W L 100 YR HWL OHWWETLANDWETLANDWETLAND WETLANDWETLAND SITE DATA 1000' SHORELAND TIER STREET CSTREET CSTREET CBS T R E E T A STREET ASTREET DSTREET ESTREETf:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\10789_sba density exbt.dwgSave Date:04/04/24BERGERON DEVELOPMENT2605 Campus DrivePlymouth, MN 55446ofFAIRWAY SHORES VILLASAT COOK LAKECorcoran, MinnesotaMET COUNSIL NETDENSITY EXHIBITI hereby certify that this survey, planor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor underthe laws of the State of MinnesotaPrint Name:Signature:Date:License #:DRAWN BY:ISSUE DATE:FILE NO:Revisions:33C#04/04/20242687100 YR HWL 100 Y R H W L 100 YR HWL OHWWETLANDWETLANDWETLAND WETLANDWETLAND WETLAND SITE DATA 1000' SHORELAND TIER 150' 150' 150' ±85' R E V I E W C O P Yof SITE EXHIBITREVISIONS1.2.3.4.5.6.DRAWN BY:ISSUE DATE:C#05/15/2024FAIRWAY SHORES VILLAS AT COOK LAKE Corcoran, Minnesota f:\jobs\10781 - 10800\10789 - leuer parcel\cad c3d\survey\10789_golf exbt.dwgSave Date:05/15/24 FILE NO:XXX11BERGERON DEVELOPMENT 2605 Campus Drive Plymouth, MN 55446EXISTING 6' CHAINLINK FENCEPROPOSED TRAILFAIRWAY CENTERLINE STAFF REPORT Added Agenda Item: 9a. Council Meeting May 21, 2024 Prepared By Jay Tobin Topic Assistant City Administrator Authorization to Hire Action Required Approval Summary Staff requests authorization to allow the Mayor and City Administrator to extend a conditional, and/or final offer to the preferred candidate, and authorize staff to complete the hiring process for the Assistant City Administrator. Financial/Budget The Assistant City Administrator position was approved at the April 25, 2024 Council meeting. Options. 1.Authorize staff to hire. Recommendation Staff recommends authorization to hire. Council Action Consider a motion to authorize the Mayor and City Administrator to extend a conditional, and/or final offer to the preferred candidate, and authorize staff to complete the hiring process for the Assistant City Administrator. Attachment N/A STAFF REPORT Agenda Item: 11a. Council Meeting May 21, 2024 Prepared By Jay Tobin Topic 1st Quarter Financial Report Action Required Informational Summary The 1st Quarter Financial Report for May 21, 2024, will be emailed on Monday, May 20, with hard copy provided to Council the evening of the May 21 meeting. Attachments (Hard copies will be provided May 21, 2024) 1. 1st Quarter Financial Report STAFF REPORT Agenda Item: 11b. Council Meeting May 21, 2024 Prepared By Kevin Mattson/Michelle Friedrich Topic Cropland Weed Control Maintenance Action Required Informational Summary The City owns property north of City Hall and a parcel located near City Park. In the past the City has requested bids for the rental of the land for farming purposes. Council directed staff at the February 8, 2024, Council meeting to proceed with an RFP for cropland bids. At the February 8 Council meeting, Council also directed staff, if no cropland bids were received, to proceed with Option 1, and then move to Option 3 if Option 1 was not a viable option. For reference, Option 1 involved working with a non- profit organization and Hennepin County regarding tax implications. No non -profit organization came forth making Option 1 a non-viable option. Option 3 involved spraying and/or mowing the two parcels to control weeds. The RFP was advertised for bids in the Crow River News and the city website. No bids were received for cropland rentals at the Council meeting on March 28, 2024 (49 total tillable acres on the two parcels). Financial/Budget As noted in the February 8 staff report, Option 3 costs involved staff time in obtaining and evaluating estimates for the specific method of parcel weed control maintenance over the spring/summer/fall seasons for the two parcels. For reference, staff reviewed costs for spraying the two fields in 2023, and the estimated annual cost was between $18,000 to $24,000. Staff will seek quotes for weed control maintenance on the two parcels. The plan is to request two individual quotes that include the site preparation/seeding as well as on- going mowing maintenance approximately 2-3 times per year. Staff anticipates bringing back the additional quote information at the June 13 Council meeting for further consideration. Council Action N/A Recommendation N/A Attachments N/A Page 1 of 4 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: May 21, 2024 To: Planning Commission From: Dwight Klingbeil, Planning Technician Re: Planning Project Update Projects/comments in blue italics are new. The following is a status summary of active planning projects: 1. Kwik Trip CUP, Lot Line Adjustment, and Site Plan (PID 12-119-23-14-0006; 12-119- 23-14- 0004) (City File 23-006) Kwik Trip Inc. submitted a Site Plan, Lot Line Adjustment and CUP application for the two parcels north of Mama G’s in early 2023. A feasibility study was required to evaluate the infrastructure needs of the project. The feasibility study has been distributed to the applicant. Staff and the applicant team continue to work through requirements for the application to move forward. The application is still incomplete, and the item is not currently scheduled for any upcoming meetings. 2. Commercial and Industrial Development Standards (Citywide) (City File 23-023) The purpose of this zoning ordinance amendment is to address and evaluate the allowed uses and use specific standards within commercial and industrial developments. The Council adopted a work plan at the November 20, 2023, regular meeting, and requested the Planning Commission to provide their initial feedback. The Planning Commission discussed this item at the December 5, 2023, meeting and expressed their desire Commercial and Industrial Development Standards address a number of items such as: specific architectural standards, infrastructure investment incentives, encouragement toward sustainable development practices, proper transitions of intensities and height, the permitted and conditional uses of each zoning type, verbiage, and lighting standards City Staff prepared a survey for current landowners and lessees to express their opinions on items addressed with this update. Staff mailed the online survey invitation to property owners and tenants whose property is either currently zoned, or guided for Commercial, Industrial, or Mixed-Use. The comment period for this survey closed on January 31, 2024. Staff is reviewing the responses in preparation for the draft update to the Commercial and Industrial Page 2 of 4 Standards. During the February 8, 2024, City Council meeting, Council directed staff to prioritize Rural Commercial (CR) and Transitional Rural Commercial (TCR) district updates for approval by the end of quarter 2. Staff presented feedback from the Planning Commission and results from the Business Community Survey to the City Council at the April 25, 2024, regular Council meeting for further direction. The City Council and Planning Commission will discuss the Commercial and Industrial standards during the May 21, 2024, Joint Work Session. 3. 3019 Addition Comprehensive Plan Amendment, Rezoning, and Preliminary Plat (PID 07-119-23-14-0003) (City File 23-027) Craig Scherber & Associates LLC applied for a Preliminary Plat, Rezoning, and Comprehensive Plan Amendment for a Rural Residential and Rural Commercial Development on the property at PID 07-119-23-14-0003. The application includes 15 commercial lots and 4 single-family residential lots. The applicant received Council feedback on a concept version of this proposal at the February 8, 2024, meeting. A feasibility study was completed to evaluate the infrastructure needs of the project. This item is not currently scheduled for any upcoming meetings. 4. Pioneer Trail Industrial Park Final Plat & Final PUD (PID 32-119-23-43-0005, 32- 119-23-43-0006, 32-119-23-43-0013)(City File 23-030). Contour Development LLC applied for a Final Plat and a Final PUD at 6210 Pioneer Trail. The application consists of 0 lots and 3 outlots. This application is incomplete for City review and is not currently scheduled for any upcoming meetings. 5. Chastek Farm Preliminary Plat, Preliminary PUD, Rezoning (PID 25-119-23-12-0002) (City File 23-034). Trek Real Estate & Development, Inc. submitted an application for a Preliminary Plat, Preliminary Planned Unit Development (PUD), and Rezoning of the Chastek Farm located at 7600 Maple Hill Road. The request is to allow the development of 117 single-family for-sale lots on the 38.16-acre site. 101 of these lots would have a width of 55 feet, and the remaining 16 would have a width of 65 feet. The Public Hearing for this item was held during the May 2, 2024, Planning Commission Meeting. After some discussion, the Planning Commission recommended approval (5-0) of the application as presented. The applicant requested to remove this item from the May 21, 2024, Regular City Council Meeting. This item is scheduled for the June 27, 2024, Council Meeting. 6. Heather Meadows 3rd Addition Preliminary Plat/OS&P (PIDs 05-119-23-31-0001 & 088-119-23- 22-0011) (City File 24-002). Mark and Markus Lee, of ML Unlimited LLC, submitted a preliminary plat application to create 12 single-family lots and 2 outlots at 22901 Oakdale Drive. The proposal includes platting the two existing homes on Oakdale Drive and extending Heather Lane southward to plat 10 additional lots. To satisfy the requirements of the Open Space & Preservation density bonuses, this proposal includes the preservation of 44.8-acres of open space in two outlots. The Public Hearing for this item was held during the May 2, 2024, Planning Commission Meeting. After some discussion, the Planning Commission recommended approval (5-0) of the application as presented. This item is scheduled for the May 21, 2024, Council Meeting. 7. 610 Extension Business Park Concept Plan (PID 12-119-23-23-0001) (City File 24-003). United Properties submitted a Concept Plan application to develop a business park at the Oswald Farm, located at 19510 County Road 30. The narrative provided by the applicant describes the proposed business park to range from 864,000 - 1,017,500 sq Page 3 of 4 ft on the 76.89-acre parcel. The applicant submitted revised plans which indicate two 128,000 sq ft buildings, and two 168,000 sq ft buildings. This item is currently scheduled for the May 23, 2024, City Council meeting. 8. Fairway Shores Villas at Cook Lake Preliminary Plat, Preliminary PUD, Rezoning & Comprehensive Plan Amendment (PID 25-119-23-11-0001) (City File 24-006). Bergeron Development submitted an application for Fairway Shores Villas at Cook Lake, located at PID 25-119-23-11-0001. The application includes a preliminary plat, a preliminary PUD, a rezoning, and a Comprehensive Plan to allow for the development of 75 single family villas. The Public Hearing for this item was held during the May 2, 2024, Planning Commission Meeting. After some discussion, the Planning Commission recommended approval (5-0) of the application as presented. This item is currently scheduled for the May 21, 2024, Council Meeting. 9. Tonka Auto CUP (PID 26-119-23-12-0004) (City File 24-008). Jake Hautman submitted a Conditional Use Permit application to allow the operation of an auto repair business, Tonka Auto, at 20201 County Road 50. The application is incomplete for city review and is not currently scheduled for any upcoming meetings. 10. Corcoran Industrial Northeast (PID 01-119-23-11-0001) (City File 24-010). Hemple Real Estate is seeking Council feedback on conceptual light industrial development at 10585 County Road 101. The plan includes 2 primary industrial buildings ranging from 200,200 to 342,000 sq ft on a 78.85-acre site. The applicant received informal feedback from the Council during the March 28, 2024, Council meeting. This item is not currently scheduled for any upcoming meetings. 11. Rush Creek Reserve 4 (PID 23-119 -23-44-0021 )(City File 24-011). M/I Homes of Minneapolis submitted applications materials for the final plat and final PUD for Rush Creek Reserve 4. The request is to vacate the drainage & utility easement and to allow the development of 51 villa lots over Outlot F of Rush Creek Reserve 2. This item is complete for city review and is currently scheduled for the May 21, 2024, City Council meeting. 12. Conservation Residential Ordinance Amendment (City File 24-012). The City will process a Subdivision and Zoning Ordinance Amendment as a follow up to the Comprehensive Plan Amendment to create a “Conservation Residential” land use designation processed for the Woodland Hills application. The Comprehensive Plan Amendment has been approved by the Metropolitan Council, and the Public Hearing is currently scheduled for the June 6, 2024, Planning Commission Meeting. 13. Heitke Lot Line Adjustment (PID 28-119-23-33-0001 & 28 -119 -23-34-0001 )(City File 24-013). Dan Heitke submitted application materials for a preliminary and final plat to allow his property at 7000 Rolling Hills Road to annex roughly 1.16 acres from Outlot A of Heitke Farm Addition. This item is incomplete for City review and is not currently scheduled for any upcoming meetings. 14. Erickson Garage CUP (PID 34-119-23-24-0003 )(City File 24-014). Brad Erickson submitted application materials for Conditional Use Permit to allow the construction of an accessory building with sidewalls that exceed 10’ in the front yard of 21150 Horseshoe Trail. This item is incomplete for City review and is not currently scheduled for any upcoming meetings. 15. Upward Acres Preliminary Plat (PID 17-119 -23-13-0001 ) (City File 24-015). Page 4 of 4 Skies Limit LLC. submitted an application for a preliminary plat to allow the development of 6 single-family lots at 22625 County Road 10. This item is complete for City Review, and the public hearing is currently scheduled for the June 6, 2024, Planning Commission Meeting. 16. Domino’s Concept Plan (PID 23-119-23-43-0003 & 23-119 -23-43-0004) (City File 24-018). Strack Construction Co. Inc. submitted application materials for a concept plan for a Domino’s drive-through/take-out only store on the corner of County Road 10 & County Road 50. This item will be reviewed at the May 21, 2024 Council meeting. 17. Jay Brown Garage CUP (PID 05-119 -23-41-0006) (City File 24-019). Jay Brown submitted application materials for a Conditional Use Permit to allow the construction of an additional accessory building that exceeds the 3969 square foot limit at 22355 Oakdale Drive. This item is incomplete for City review and is not currently scheduled for any upcoming meetings. 18. Bellwether 10th Addition (PID 12-119-23-21-0074) (City File 24-020). Pulte submitted application materials for a final plat, final PUD, and an easement vacation for Bellwether 10th, which would allow the development of 26 single-family lots. This application is being reviewed for completeness and is not currently scheduled for any upcoming meetings. 19. Shoreland Overlay District Zoning Ordinance Amendment (Citywide) (City File 24-020). Minnesota DNR identified two additional water bodies to be included within the Shoreland Overlay District in Corcoran. To comply with the DNR’s requirements, Section 1050.020 will need to be amended to include these two water bodies. The public hearing for this item will be held at the June 6, 2024, Planning Commission Meeting. DRAFT City of Corcoran 2024 City Council Schedule Revised Agenda Item: 13. Below is a tentative schedule for City Council meetings. The items and schedule are subject to change. June 13, 2024 •RFP – History and Discussion of RFP Schedule •Park Signs •Street Light Policy •THC Moratorium and Regulations •CIP Discussion •Appoint Planning Commissioner •Website Maintenance Update and Cost Comparison •2025 Budget Goals and Priorities •Schedule Work Sessions for July-September •Discuss Assessor Contract – Renewal – RFP in 3rd Quarter? •1st Quarter Financial Statement 2024 June 27, 2024 •Preliminary Budget Discussion •Firearm Ordinance Amendment •Policy for Vacant Seats on Council and Commissions •Chastek Farms RZ, PP, PUD (City File 23-034) •Planning Project Update July 11, 2024 Work Session (Tentative) •Draft 2025 Budget July 11, 2024 •Recycling Contract with Republic •Progress Report – 2024 Goals and Measurables •Mid-Year Code Enforcement •Draft 2025 Budget July 25, 2024 •Planning Project Update August 8, 2024 •Draft 2025-26 CIP and Pre-Orders •Draft 2025 Budget • August 22, 2024 •Planning Project Update Page 2 of 2 September 10, 2024 •Annual Charter Commission Meeting September 12, 2024 •Preliminary Budget and Levy •Levy Insert September 26, 2024 •Communications Assistant – Transition to FT •Progress Report – 2024 Goals and Measurables October 10, 2024 October 24, 2024 •Planning Project Update November 8 or November 12 Special Meeting •Certification of General Election 2024 November 14, 2024 •Tort Liability Coverage Waiver •Certify Delinquent Utilties to Hennepin County November 25, 2024 •Approve Final Budget December 16, 2024 (Only meeting in December) •MS4 Permit •ARPA Discussion •Truth and Taxation Hearing •Final 2024 Budget and Levy •Draft 2025 Fee Schedule •2025 Wage Schedule •2025 Enterprise Fund Budget •2025 Fee schedule Adoption •Planning Project Update •Solid Wast Haulers Renewals and Staff Report •Call for Work Sessions in First Quarter 2025 DRAFTCity of Corcoran 2024 City Council Schedule Revised Agenda Item: 13. Below is a tentative schedule for City Council meetings. The items and schedule are subject to change. June 13, 2024 • RFP – History and Discussion of RFP Schedule • Park Signs • Street Light Policy • THC Moratorium and Regulations • CIP Discussion • Appoint Planning Commissioner • Website Maintenance Update and Cost Comparison • 2025 Budget Goals and Priorities • Schedule Work Sessions for July-September • Discuss Assessor Contract – Renewal – RFP in 3rd Quarter? June 27, 2024 • Preliminary Budget Discussion • Firearm Ordinance Amendment • Policy for Vacant Seats on Council and Commissions • Chastek Farms RZ, PP, PUD (City File 23-034) • Planning Project Update July 11, 2024 Work Session (Tentative) • Draft 2025 Budget July 11, 2024 • Recycling Contract with Republic • Progress Report – 2024 Goals and Measurables • Mid-Year Code Enforcement • Draft 2025 Budget July 25, 2024 • Planning Project Update August 8, 2024 • Draft 2025-26 CIP and Pre-Orders • Draft 2025 Budget • August 22, 2024 • Planning Project Update Page 2 of 2 September 10, 2024 • Annual Charter Commission Meeting September 12, 2024 • Preliminary Budget and Levy • Levy Insert September 26, 2024 • Communications Assistant – Transition to FT • Progress Report – 2024 Goals and Measurables October 10, 2024 October 24, 2024 • Planning Project Update November 8 or November 12 Special Meeting • Certification of General Election 2024 November 14, 2024 • Tort Liability Coverage Waiver • Certify Delinquent Utilties to Hennepin County November 25, 2024 • Approve Final Budget December 16, 2024 (Only meeting in December) • MS4 Permit • ARPA Discussion • Truth and Taxation Hearing • Final 2024 Budget and Levy • Draft 2025 Fee Schedule • 2025 Wage Schedule • 2025 Enterprise Fund Budget • 2025 Fee schedule Adoption • Planning Project Update • Solid Wast Haulers Renewals and Staff Report • Call for Work Sessions in First Quarter 2025